HomeMy WebLinkAbout2026-01-07 City Council Regular Meeting Public Packet1
COTTAGE GROVE CITY COUNCIL January 7, 2026
COUNCIL CHAMBER - 7:00 PM
1 Call to Order
2 Pledge of Allegiance
3 Roll Call
4 Open Forum
5 Adoption of Agenda
6 Presentations
7 Consent Agenda
A City Council Regular Meeting Minutes (2025-12-17)
Staff Recommendation: Approve the December 17, 2025, City Council Regular Meeting Minutes.
B Planning Commission Meeting Minutes (2025-11-24)
Staff Recommendation: Accept and place on file the minutes from the November 24, 2025, Planning
Commission meeting.
C Rental License Approvals
Staff Recommendation: Approve the issuance of rental licenses to the properties listed in the attached table.
D Single-occasion gambling permit and liquor permit - St. Rita's Church
Staff Recommendation: Authorize issuance of a single-occasion gambling permit and liquor permit to St.
Rita's Church to serve alcohol and conduct bingo at 8694 80th Street, on February 14, 2026, from 6 pm to 9
pm.
E Designate a Newspaper
Staff Recommendation: Designate the St. Paul Pioneer Press as the official newspaper for the City of Cottage
Grove for 2026.
F 2026 Business Licenses
Staff Recommendation: Approve Resolution 2026-008 approving the Business Licenses listed in Attachment
A.
G Worksite Wellness Grant Application
Staff Recommendation: Authorize the Wellness Committee to apply for the Worksite Wellness Grant through
Washington County.
H Compensation Study - Paypoint HR
Staff Recommendation: Approve the proposal for Paypoint HR to conduct a compensation study in 2026 in
the amount of $30,000.00.
2
I 2026 Pay Plan and Benefits Non-Union - Revised
Staff Recommendation: Approve Resolution 2026-011 adopting the 2026 Pay Plan and Benefits for non-
union employees.
J Public Purpose Expenditure Policy
Staff Recommendation: Adopt Resolution 2026-001, approving the public purpose expenditure policy for
2026 as presented.
K 3rd Quarter Donations 2025
Staff Recommendation: Approve Resolution 2026-010 approving the 3rd Quarter Donations for 2025.
L Designate Depositories of City Funds
Staff Recommendation: Approve Resolution 2026-002, Designating Depositories of City Funds and
Authorizing the Investment of Surplus Funds.
M Delegate Authority to Pay Certain Claims and Allow Electronic Fund Transfers
Staff Recommendation: Approve Resolution 2026-003, Delegating authority to pay certain claims and
allowing electronic fund transfer transactions.
N Accept Donation - LSP
Staff Recommendation: Adopt Resolution 2026-004, Accepting donation from LSP Cottage Grove, LP to the
Economic Development Trust Fund.
O Community Garden SHIP Grant Application
Staff Recommendation: Approve Statewide Health Improvement Partnerships grant application to
Washington County for $3,700.
P Electrical Inspection Professional Agreement
Staff Recommendation: Approve the Agreement for Professional Services with River Heights Inspections, LLC
for electrical inspector services to include completion of plan reviews of electrical permits for commercial
properties.
Q Prioritized Bridge Replacement List
Staff Recommendation: Adopt Resolution 2026-007 creating a Prioritized Bridge Replacement List.
R 80th St Rehabilitation Project - Approve Plans and Specifications and Authorize Bidding
Staff Recommendation: Adopt Resolution 2026-006 approving the plans and specifications and authorizing
bidding for the 80th Street (TH 61 to Ideal Ave), East Point Douglas Road (80th Street south to tee
intersection), and TH 61/80th Street Interchange Rehabilitation project.
S Ravine Parkway 85th Street to Keats Avenue - Approve Feasibility Report
Staff Recommendation: Adopt Resolution 2026-009 approving the feasibility report for the Ravine Parkway –
85th Street to Keats Ave project.
8 Approve Disbursements
A Approve Disbursements
Staff Recommendation: Approve disbursements from 12-12-2025 through 01-01-2026 in the amount of
$5,774,660.08.
9 Public Hearings
A 2026 Pavement Management Public Hearing
Staff Recommendation: Adopt Resolution 2026-005 ordering the 2026 Pavement Management Project.
10 Bid Awards
11 Regular Agenda
12 Council Comments and Requests
13 Workshops - Open to Public
3
14 Workshops - Closed to Public
15 Adjournment
1
City Council Action Request
7.A.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title City Council Regular Meeting Minutes (2025-12-17)
Staff Recommendation Approve the December 17, 2025, City Council Regular Meeting
Minutes.
Budget Implication N/A
Attachments 1. 2025-12-17 City Council Meeting
CITY OF COTTAGE GROVE 12800 Ravine Parkway Cottage Grove, Minnesota 55016
www.cottagegrovemn.gov 651-458-2800 Fax 651-458-2897 Equal Opportunity Employer
COTTAGE GROVE CITY COUNCIL December 17, 2025
12800 RAVINE PARKWAY SOUTH
COTTAGE GROVE, MN 55016
COUNCIL CHAMBER - 7:00 P.M
1. CALL TO ORDER
The City Council of the City of Cottage Grove, Washington County, Minnesota, held a regular meeting on
December 17, 2025, at Cottage Grove City Hall, 12800 Ravine Parkway. Mayor Bailey called the meeting to order.
He said this meeting is being recorded by TrueLens Community Media. You can view City meetings live and replay
them on Cable Channel 779, and the meetings are also streamed live and archived on the City of Cottage Grove’s
YouTube channel.
2. PLEDGE OF ALLEGIANCE
The audience, staff, and City Council Members stood and recited the Pledge of Allegiance.
3. ROLL CALL
Tammy Anderson, City Clerk, called the roll: Mayor Bailey-Here; Council Member Clausen-Here; Council Member
Garza-Absent; Council Member Olsen-Here; Council Member Thiede-Here.
Also present: Jennifer Levitt, City Administrator; Paul Sponholtz, City Engineer; Phil Jents, Communication
Manager; Pete Koerner, Public Safety Director; Korine Land, City Attorney-LeVander, Gillen & Miller, PA; Brenda
Malinowski, Finance Director; Emily Schmitz, Community Development Director.
4. OPEN FORUM
Mayor Bailey opened the Open Forum. As no one wished to address the Council, Mayor Bailey closed Open Forum.
5. ADOPTION OF AGENDA
Motion by Council Member Thiede to adopt the agenda; second by Council Member Clausen. Motion carried: 4-0.
6. PRESENTATIONS - None.
7. CONSENT AGENDA
A. Approve the November 5, 2025 City Council Regular Meeting Minutes.
B. Approve the November 5, 2025 City Council Special Meeting Minutes.
C. Approve the November 19, 2025 City Council Regular Meeting Minutes.
D. Approve the November 19, 2025 City Council Closed Meeting Minutes.
E. Approve the December 3, 2025 City Council Regular Meeting Minutes.
F. Accept and place on file the minutes from the October 27, 2025 Planning Commission meeting.
G. Approve the November 19, 2025 Economic Development Authority Special Meeting Minutes.
H. Approve the issuance of rental licenses to the properties listed in the attached table.
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December 17, 2025
Page 2 of 5
I. Approve Ordinance 1105, requiring a Federal Background Check for all Massage Therapist licenses as
outlined by Minnesota Statute 299C.77 (Federal Background Checks by Political Subdivisions).
J. Approve the 2026 City Council Meeting Schedule.
K. Adopt Ordinance 1106, authorizing the implementation of fee changes, increases, and additions for
the year 2026, effective January 1, 2026.
L. Adopt Resolution 2025-190, 2025 Budget Revisions.
M. Approve the 2026 CVB Final Budget.
N. Approve Resolution 2025-184 adopting a 2026 Part-time Firefighters Pay Plan.
O. Adopt Resolution 2025-183 approving the 2026 Part-time Pay Plan.
P. Approve Resolution 2025-185 adopting a 2026 Pay Plan and Benefits for employees not covered by a
labor contract for the City of Cottage Grove. All wage and benefit costs have been budgeted.
Q. Adopt Resolution 2025-192 updating the City Personnel Policy.
R. Approve the MetLife Dental Policy and the Medica Master Group Contract for 2026. The MetLife
Dental Benefits Summary and the Medica Summary of Benefits and Coverages (SBCs) are attached.
The formal MetLife and Medica contracts will be issued later this month or early next month.
S. Authorize the letter of engagement with Larkin Hoffman for State Lobbying Services in 2026.
T. Accept the donation of equipment in the amount of $993.11 for the Fitness Center at City Hall from
the Cottage Grove Police Foundation.
U. Approve and sign the Joint Power Agreement between the City of Cottage Grove and the East Metro
Training Facility.
V. Adopt Resolution 2025-193 approving the City of Cottage Grove Fair Housing Policy.
W. Adopt Resolution 2025-194 appealing the Metropolitan Council’s System Statement.
X. 1) Authorize Resolution 2025-186 for application to the MN Department of Natural Resources
Outdoor Recreation Grant Program for an amount up to $350,000, to be used for the Hamlet Park
Skate Park rehabilitation. 2) Authorize Resolution 2025-187 for application to the MN Department of
Natural Resources Outdoor Recreation Grant Program for an amount up to $350,000, to be used for
the Peterson Park development project.
Y. 1) Authorize Resolution 2025-188 to apply to the MN Department of Natural Resources Local Trail
Connections Grant Program for up to $250,000, to be used for Peterson Park trail construction. 2)
Authorize Resolution 2025-189, to apply for the MN Department of Natural Resources Local Trail
Connections Grant Program for up to $250,000, to be used for Military Trail Head trail construction.
Z. Authorize the Metropolitan Livable Communities Act Grant Agreement for $785,000 to be used for
the Hadley Ridge Apartments project.
AA. Adopt Resolution 2025-191, approving final payment in the amount of $176,486.98 to Meyer
Contracting, Inc. for the East Point Douglas Road and Jamaica Avenue Reconstruction Project.
BB. Authorize agreement with LiveBarn to provide live-streaming services at the Cottage Grove Ice Arena.
CC. Approve the renewal of the ESRI Enterprise 3-Year Agreement for $42,000 annually, for a total of
$126,600.
DD. Approve the GPS Vehicle Tracking Policy as outlined.
EE. Approve the purchase of GPS-monitored devices from Precise for a total of $8,000 for install and a
$22,032 subscription cost per year.
FF. Approve Change Order #2 in the amount of $1,660.04 for the Public Works Facility Mechanics Shop
Remodel Project, increasing the contract amount from $299,797.82 to $301,457.86.
GG. Authorize purchase of a Foley 633 Reel Grinder from MTI Distributing for the amount of $57,500.89.
HH. Authorize Public Works to advertise and sell surplus property on MNBid or a similar auction site.
None of the Council Members wished to pull any Items on the Consent Agenda for further comment and/or
discussion.
Motion by Council Member Clausen to approve the Consent Agenda; second by Council Member Thiede.
Motion carried: 4-0.
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December 17, 2025
Page 3 of 5
8. A. APPROVE DISBURSEMENTS
Staff Recommendation: Approve disbursements from 11-28-2025 through 12-11-2025 in the amount of
$1,171,675.82.
9. PUBLIC HEARINGS - None.
10. BID AWARDS - None.
11. REGULAR AGENDA
A. Commission and Committee Appointments
Staff Recommendation: Approve the 2026 Commission and Committee Appointments as presented.
• Mayor Pro Tem: Council Member Olsen
• Beyond the Yellow Ribbon: Council Member Olsen
• Cottage Grove Chamber: Mayor Bailey
• Cottage Grove Convention and Visitors Bureau: Council Member Olsen
• East Metro Strong: Council Member Clausen
• Economic Development Authority: Mayor Bailey-President, Council Member Olsen-Vice President
• Great River Rail Commission: Council Member Garza
• Historic Preservation Advisory Committee: Council Member Thiede
• Holiday Train Committee: Mayor Bailey
• Investment Committee: Council Member Clausen and Council Member Olsen
• Parks, Recreation, and Natural Resources Commission: Council Member Thiede
• Planning Commission: Council Member Olsen
• Public Services Commission: Council Member Clausen
• Red Rock Corridor Commission: Council Member Garza
• South Washington County Telecommunications Commission: Council Member Thiede, Alternate is Council
Member Clausen
• South Washington County Watershed District: Council Member Clausen
• Strawberry Fest: Council Member Thiede and Council Member Clausen
12. COUNCIL COMMENTS AND REQUESTS
City Council Meeting Minutes
December 17, 2025
Page 4 of 5
First and foremost, I want to take a moment to honor one of our Public Safety team members, Terry Raymond, who
is looking at retirement here at the end of the month. He is one of our outstanding detectives in the Cottage Grove
Police Department, and he has decided that December 31, 2025 will be his last day working with the City. I want to
just make mention of the fact that Terry’s been with us from February, 2003 through the current year, so he’s been
a long term performer with the City, who’s done a variety of different jobs: Not only was he a patrol officer, but he
also did some Use of Force training at one time, and I know he did traffic stop training as well. I actually got to
observe him do that when the training was done out at the 3M track, and he was very, very good at that. I think his
real source of pride and something that I know he aspired to do for quite some time was forensics, specifically
working with computer forensics, cell phones, electronics, those kinds of things. Terry really specialized in a
relentless pursuit of justice and victim advocacy, that was really his passion and remains his passion in addition to
working on cyber crimes. So, again, I just want to honor Terry and say thank you for being a long-term guardian of
our community. We very much appreciate your exceptional service and your commitment to all of the residents of
the City of Cottage Grove and South Washington County, and we wish you well in retirement.
City Council Meeting Minutes
December 17, 2025
Page 5 of 5
to ride on the train and also talk to some of the people that are consistently with the train, year after year after year.
They are so amazed by the group they see when coming into Cottage Grove, everything from the glowsticks to frankly
when we told everybody, hey, you probably don’t want to come out because it’s like really, really cold, and we pull
in and there were just shy of 2,000 people who still braved the elements to come out and see the train, which is
amazing. The Holiday Train, CPKC Rail, presented the Friends in Need Food Shelf with a $10,000 check, which I
thought was amazing, too. So, they love to stop in Cottage Grove, and they are amazed at the amount of money that
our community raises. So, I think if I heard right, the original amount that they were looking for was about $130,000,
and that went up from $90,000, I think it had been at $90,000. The latest I heard, it was actually on the train from
somebody from the Friends in Need Food Shelf, was $156,000, and that was before the $10,000 check and so on.
So, I just want to say thank you to the public for your generosity and your support of those that are in need in our
community, and you’re still welcome to provide funding or provide preferably they’d like paper or health care
products to be donated to the Friends in Need Food Shelf. If you need to find out how do I do that or where do I go,
I’m certain, I’ll just throw it out there, I think all of us Council Members up here or even if you contacted the City or
myself, we’d make sure that we’d get you to the right people to be able to continue to do that. Again, thank you.
13. WORKSHOPS - OPEN TO PUBLIC - None.
14. WORKSHOPS - CLOSED TO PUBLIC - None.
15. ADJOURNMENT
1
City Council Action Request
7.B.
Meeting Date 1/7/2026
Department Community Development
Agenda Category Action Item
Title Planning Commission Meeting Minutes (2025-11-24)
Staff Recommendation Accept and place on file the minutes from the November 24, 2025,
Planning Commission meeting.
Budget Implication N/A
Attachments 1. Planning Commission Minutes 2025-11-24
COTTAGE GROVE PLANNING COMMISSION November 24, 2025
12800 Ravine Parkway South
Cottage Grove, MN 55016
COUNCIL CHAMBER - 7:00 P.M.
The Regular Meeting of the Planning Commission was held in the Council Chamber and telecast on Local Government Cable
Channel 16.
1. CALL TO ORDER
Brittain called the Planning Commission meeting to order at 7:00 p.m.
2. ROLL CALL
Pradeep Bhat-Here; Ken Brittain-Here; Jessica Fisher-Here; Evan Frazier-Excused Absence; Eric Knable-Excused Absence; John
Stechmann-Here; Terrence Woodman-Here.
Members Absent: Evan Frazier; Eric Knable
Staff Present: Emily Schmitz, Community Development Director; Samantha Pierret, Senior Planner; Kelly Becker, Associate
Planner; Justin Olsen, City Council Liaison.
3. APPROVAL OF AGENDA
Brittain said he’s looking for a motion to amend the agenda, to move Item C to Item A.
Stechmann made a motion to approve the amended agenda, as above. Fisher seconded. The motion was approved
unanimously (5-to-0 vote).
4. OPEN FORUM
Brittain opened the Open Forum and asked if anyone wished to address the Planning Commission on any non -agenda item. No
one spoke. Brittain closed the Open Forum.
5. CHAIR’S EXPLANATION OF THE PUBLIC HEARING PROCESS
Brittain explained the purpose of the Planning Commission, which serves in an advisory capacity to the City Council, and that the
City Council makes all final decisions. In addition, he explained the process of conducting a public hearing and requested th at any
person wishing to speak should go to the podium and state their full name and address for the public record.
6. PUBLIC HEARINGS AND APPLICATIONS
A. Yellow Tree Apartments - Cases PUD2025-030 & SP2025-030
Discussion: CONTINUE TO DECEMBER 15, 2025 PLANNING COMMISSION MEETING. Yellow Tree Development has
applied for a Planned Unit Development (PUD) and Site Plan Review of a proposed 186-unit apartment building to be
located north of East Point Douglas Road and west of Hardwood Avenue.
Brittain said we are looking for a motion to continue the Yellow Tree Apartments case until December.
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November 24, 2025
Page 2 of 5
Fisher made a motion to continue the Yellow Tree Apartments case to the December meeting. Woodman seconded. The motion
was approved unanimously (5-to-0 vote).
B. 95th Street Low-Potency Hemp Edible Warehouse - Case CUP2025-029
Michael Weis and Andrew Turner, on behalf of Banks Distro LLC, have applied for a Conditional Use Permit (CUP) for
a low potency hemp edible warehouse and wholesale operation at 7769 95th Street South.
Pierret summarized the staff report and recommended approval, subject to the conditions stipulated in this staff report.
Brittain asked if there were any questions for staff, none were asked. Brittain asked if there were any questions for the app licant,
none were asked.
Brittain asked if the applicant would like to add anything to the presentation. He indicated he would, so Brittain asked him to
step to the podium and state his name and address for the public record.
My name is Michael Weis, my address is 10300 City Walk Drive, Woodbury, Minnesota, 55129. He said so, yes, we are basically
moving back into Minnesota. We just need a warehouse right now and an office to ship our products to our registered hemp
businesses that we sell to, currently. We do, however, have ambitions for manufacturing in the future. Right now, all of our
manufacturing is done offsite, through other third parties. We do want to bring in stuff, like our beverage manufacturing, in to
this location; that is like a six-to-nine month timeline from now. I just wanted to add that into there, that is our ambitions. Thank
you. Brittain replied all right, thank you.
Brittain asked if there was any further discussion from the commission; there was none.
Brittain opened the Public Hearing. No one spoke. Brittain closed the Public Hearing.
Stechmann made a motion to approve the Conditional Use Permit for a Lower Potency Hemp Edible Warehouse and Wholesale
Operation at 7769 95th Street South, subject to the conditions stipulated in the staff report. Woodman seconded. The motion
was approved unanimously (5-to-0 vote).
Brittain noted this will be on the December 3 agenda for the City Council.
C. MoonSoon Low Potency Hemp Edible Retailer - Case CUP2025-028
Giza Inc., DBA MoonSoon Tobacco, applied for a Conditional Use Permit (CUP) for a Lower Potency Hemp Edible
Retailer at their existing business at 7584 80th Street South, Suite 201.
Becker summarized the staff report and recommended approval subject to the conditions stipulated in this staff report.
Brittain asked if there were any questions for staff.
Brittain said okay, I have one question. So, I see the 1,000 -foot radius from other uses. What about schools and churches? Is
there a limitation on how close that it can be to schools and churches? Becker replied there is not, for the lower potency ad ult
cannabis uses. Brittain said okay, thank you.
Brittain asked if the applicant would like to add anything, but the applicant declined.
Brittain opened the Public Hearing. No one spoke. Brittain closed the Public Hearing.
Brittain asked if there was further discussion from staff.
Fisher said I have a question for the applicant, as far as the compliance check that happened. I’m just wondering, she said t hat
you were going to be doing more training or something with the staff; I guess my biggest concern with all these applications
coming through now is just the compliance and making sure they’re being told appropriately. So, I’m just wondering what trainin g
steps you’re taking to make sure that you’re.
Brittain asked the applicant to just state his name and address for the public record.
Planning Commission Minutes - Regular Meeting
November 24, 2025
Page 3 of 5
Hi, my name is Ramadan Hussein, I’m the owner of MoonSoon Tobacco. Yes, unfortunately, this was the first violation in 36
months, and I have the store manager here. We have training every week and text message reminders every day to the staff,
and we had this new employee, she was in the shop for about three weeks, four weeks. And she did actually check the
IDENTIFICATION, and her excuse was she read the 2009 as 2004; and we do actually have an age identification scanner and she
hadn’t use it, unfortunately, because if she did scan the ID, it would have gone all red in front of her cash register. So, she was
terminated the same day because she didn’t follow the rules, and hopefully, it’s never going to happen again. Fisher said tha nk
you.
Brittain asked if there were further questions for the applicant, none were asked. Brittain said thank you, sir.
Woodman made a motion to approve the Conditional Use Permit to sell low potency hemp edibles at the existing business
located at 7584 80th Street South, Suite 201, subject to the conditions stipulated in the staff report. Fisher seconded. The
motion was approved unanimously (5-to-0 vote).
Brittain said this will move on to the City Council Agenda on December 3.
C. Yellow Tree Apartments - Cases PUD2025-030 & SP2025-030
Discussion: CONTINUE TO DECEMBER 15, 2025 PLANNING COMMISSION MEETING. Yellow Tree Development has
applied for a Planned Unit Development (PUD) and Site Plan Review of a proposed 186-unit apartment building to be
located north of East Point Douglas Road and west of Hardwood Avenue.
7. APPROVAL OF MINUTES
A. Approval of the October 27, 2025, Planning Commission Meeting Minutes
Fisher made a motion to approve the October 27, 2025, Planning Commission Meeting Minutes. Bhat seconded. Motion passed
unanimously (5-to-0 vote).
8. REPORTS
A. RECAP OF NOVEMBER 2025 CITY COUNCIL MEETINGS
Schmitz summarized the actions taken at the November 5 and November 19, 2025, City Council Meetings:
Schmitz said with that, as always, Council Member Justin Olsen is here, and I will wish you all a very Happy Thanksgiving.
Council Member Olsen said just a couple things here for you, not necessarily fully related to Planning Commission business, b ut
this certainly has a lot of interest for those who may be watching at home, hopefully, and that is all the various holiday ev ents
that we’ve got going on, as we approach Thanksgiving this week and then turn the corner rapidly, moving down Hale towards
Christmas:
• This Thanksgiving Day, we’ve got our Hale to the Bird 5K. For those who aren’t aware of what that is, it is a fundraiser
that is put on for the Friends in Need Food Shelf and the Holiday Train. This event started here in Cottage Grove with a
group of friends who wanted to find a way to give back, and it has grown exponentially every year ever since. I remember
the first year, the mayor in a big, tall top hat pardoning the turkey. I don’t think he’ll be wearing that same top hat this
year, but he’s certainly going to be there this year, which starts at 8:00 a.m. at Hamlet Park for check in and 9:00 a.m.
for the event. Again, it is Hale to the Bird, that is a 5K race; if you go to active.com, you can sign up if you’d care to
participate. It’s a great fundraising opportunity for those of us who love to support the Friends in Need and the Holiday
Train.
• Speaking of the Holiday Train, it will be making its appearance this year in Cottage Grove on Saturday, December 13,
and we don’t always get it on a Saturday, so it’s kind of nice that we’re going to have it on a Saturday. The train will
arrive at approximately 5:15 p.m.; this isn’t Germany, so I don’t know if the trails always run on time, but we’re pretty
close. The event actually starts at 3:30 p.m., and it will run until about 6:30 p.m. For people who are interested in
attending, there’s no charge to attending. The Holiday Train arrives right near the Youth Service Bureau on West Point
Planning Commission Minutes - Regular Meeting
November 24, 2025
Page 4 of 5
Douglas Road, and there will be music, there will be hot chocolate, there will be cookies, all kinds of different things.
Again, this is a fundraiser for the Friends in Need Food Shelf, so if you’d like to bring either nonperishable items you’d
like to donate to Friends in Need or straight up cash, which they absolutely love, there will be people there with buckets,
walking around, where you can make your donations. I know that there will be a number of check presentations there
that evening as well, from some of the local businesses and nonprofits, who are looking to donate. The Holiday Train is
the largest fundraiser that Friends in Need has, and Cottage Grove is the most lucrative stop in the United States for the
Holiday Train. This year the goal for Cottage Grove and the surrounding communities is to raise $125,000 for Friends in
Need, which would be about 30% of their annual budget. So, hopefully we cannot just hit that number but smash it; we
typically do pretty well, so please keep that in mind. Again, that’s on December 13, near the Youth Service Bureau; you
can park up by the 80th Street Crossing, or you can park over at All Saints Lutheran Church if you need to, and the Park
and Ride is also a great spot to park. We will have wagon rides pulling peo ple to and from the various parking areas, so
come and enjoy yourself with the family.
• Speaking of family fun, we have an event right here at City Hall coming up, on December 4, that is our annual Hometown
Holiday event, and it runs from 5:00 p.m. to 7:00 p.m. We would like you to park either at the South Washington County
Service Center or the HERO Center next door. Again, we will have wagon rides back and forth, so you don’t have to
tromp through the snow or walk a very long distance to get here. Once you arrive here at City Hall, there’ll be all kinds
of fun things for you to do: We’ll have live reindeer, Santa Claus, Mrs. Claus, and Sparkles the Elf will be here, a lot of
food trucks, a lot of games. You’ll see a lot of City vehicles and personnel here. We also have a little walkway out to the
side here where you can get your picture taken and do some fun things with different holiday lighting, etc. So, we hope
you’ll come and join us, it’s a great time. Again, it’s from 5:00 to 7:00 p.m., and there’s no charge. So, please come down
and enjoy yourself, it’s a very family-friendly Hometown Holiday event, and you’ll get to hear the Park High School choir
singing Christmas carols as well. So, we’d love to see you.
• The Cottage Grove Lions has their annual Santa Breakfast at the VFW this year on December 7, that runs from 8:00 a.m.
to Noon. You’ll have an opportunity to meet Santa Claus and get your picture taken. We also have a number of free
giveaways that we do each year for the Lions Club, of which I’m a member; every kid that comes in gets a ticket, that
ticket can get put into any number of buckets for free giveaways, and at the end of the day, we give away lots of fun
things, like bikes and things like that. So, a lot of fun, December 7, 8:00 a.m. to Noon; the price to attend is $12 for
adults, $8 for kids. There will be a lot of great food, a lot of family fun, and as I said, the opportunity to meet Santa, so
please come and visit with us at the VFW on December 7.
• If you miss the Lions Santa Breakfast, or you just miss Santa Claus, you can come to River Oaks on December 21 for the
annual Santa Breakfast at River Oaks. This is a really fun event, we have sleigh rides, we have all kinds of different things
going on over there, a wonderful meal. The price is $25 for adults, $18 for kids ages 6 to 12, and then kids 5 and under
are free. So, if you’d like to come and join us there, you can make your reservations right on the River Oaks website, or
you can call River Oaks Municipal Golf right here in town and make your reservations; get in there early because it fills
up fast.
Council Member Olsen said so that is all the fun stuff that’s coming down the pipeline. If you have any not fun stuff you’d l ike
to ask me about, I’m here for you, so please feel free.
Brittain asked if there was anything for Council Member Olsen.
Fisher said I want to add something to the Holiday Train plug. We have food trucks there, too, and they donate a substantial
portion of what they make that night to the food shelf as well. So, I’d invite people to come and just eat dinner down by the train.
Council Member Olsen said thank you for mentioning that, I appreciate it.
There were no other questions or comments from the commissioners.
Council Member Olsen said then just let me take a moment to say thank you for all that you do in service to our community as
members of the Planning Commission. As I’ve told you before, we’re extremely grateful for the residents of our community who
volunteer in all of our advisory commission capacities. The Planning Commission tends to have a bit of a heavier lift sometimes,
and I know that sometimes the packets that you get are a little thick, take a little time to read through them, so please kno w
your dedication and your passion for serving the City is greatly appreciated. I wish you and your families all a very Happy
Thanksgiving and a very happy holiday season.
B. RESPONSE TO PLANNING COMMISSION INQUIRIES - None.
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November 24, 2025
Page 5 of 5
C. PLANNING COMMISSION REQUESTS
Brittain asked if there were any requests for staff tonight.
Bhat said I don't know if this can be considered a request, but I was wondering, so one of the applications today had a wareh ouse
Conditional Use Permit request and in the same location there is also a food packaging business. So, are there any restrictio ns
with the warehousing of cannabis with having this food packaging in the same place? Schmitz replied yes, Mr. Chair,
Commissioner Bhat, to clarify: So, our Code requires a Conditional Use Permit because it is the warehousing of low potency
cannabis products. Simply a warehouse use for restaurant equipment or food, whatever that might be, our Code does not require
a Conditional Use Permit because of the minimal impact. With the THC and the low potency and the cannabis, we want to make
sure that we’re treading lightly but learning as we go, right? We want to make sure that we’re navigating slowly into this new
world, right, where the State is creating standards that are trickling down to be enforced by the local government. So, we’re
making sure that we have the ability to review, and it sounds like maybe Council Member Olsen has some additional details to
share.
Council Member Olsen asked, real quickly, was your concern that those two uses might be in conflict? Bhat replied yeah, so, I
was wondering has the State or someone talked about this? Because one place you have cannabis packaging, and in the same
location, the same building, I would say, you also have food packaging, right? So, are there any regulations or some kind of a
safeguard put there so you don’t have cross contamination? Schmitz replied Mr. Chair, Commissioner Bhat, I’ll clarify: It’s o nly
storage of the material, the items, there’s no manufacturing happening in either of those locations within the building. Bhat said
okay, thank you.
Fisher said I was just going to say what Emily was saying, I think that they’re already packaged, I think it’s just a distrib ution versus
an assembly, then distribution, so.
9. ADJOURNMENT
Stechmann made a motion to adjourn the meeting. Bhat seconded. Motion passed unanimously (5-to-0 vote). The meeting
was adjourned at 7:27 p.m.
1
City Council Action Request
7.C.
Meeting Date 1/7/2026
Department Community Development
Agenda Category Action Item
Title Rental License Approvals
Staff Recommendation Approve the issuance of rental licenses to the properties listed in
the attached table.
Budget Implication N/A
Attachments 1. Rental License Approvals CC Memo
2. Rental License Approvals Table 2026
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Samantha Drewry, Code Enforcement Officer
DATE: December 29, 2025
RE: Rental License Approvals
Background/Discussion
Rental licenses are required for nonowner-occupied residential properties (City Code Title
9-13, Property Maintenance, and Title 9 -14, Rental Licensing) and are issued on a
biennial basis. The licensing process includes submittal of the rental license application,
payment of the rental license fee, and public criminal history report. Rental inspections
are conducted on all rental properties as part of the licensing process. Once all
information has been submitted and the inspection satisfactorily completed, the Council
must approve the license prior to it being issued.
The properties listed in the attached table have completed the licensing process and are
ready to have their licenses issued following Council approval.
Recommendation
Approve the issuance of rental licenses to the properties listed in the attached table.
2026 RENTAL LICENSES
CITY COUNCIL APPROVAL - JANUARY 7, 2026
PROPERTY STREET NAME PROPERTY OWNER
RENT-001893 6987 94th Street South Travis Colsen
RENT-001929 8171 Homestead Avenue South Berry, Benjamin
RENT-001971 6433 Inspire Circle South Upward America Southeast Property Owner LP
RENT-001988 6435 Inspire Circle South Upward America Southeast Property Owner LP
RENT-001989 6439 Inspire Circle South Upward America Southeast Property Owner LP
RENT-001991 6441 Inspire Circle South Upward America Southeast Property Owner LP
RENT-001995 6445 Inspire Circle South Upward America Southeast Property Owner LP
RENT-002000 6479 Inspire Circle South Upward America Southeast Property Owner LP
RENT-002001 6483 Inspire Circle South Upward America Southeast Property Owner LP
RENT-002004 6489 Inspire Circle South Upward America Southeast Property Owner LP
RENT-002027 6835 Pine Crest Trail South Strand Family
RENT-002034 6649 Homestead Avenue Court South Richard Howe
RENT-002040 7564 Inman Avenue South Laureen Ott
RENT-002125 7168 Imperial Avenue Circle South Kuikel, Pradeep & Shristi Manandhar
RENT-002287 6796 Meadow Grass Lane South A1 Properties, Inc.
RENT-002303 9679 65th Street South Fraser, Bruce
RENT-002911 10998 Point Douglas Drive South Smallidge, Eugene
RENT-002952 10700 Henslowe Avenue South Micheal Gavin
RENT-002966 7252 61st Street South Kamila Ahmed
RENT-002967 7142 Jorgensen Lane South Cameron Lyles
RENT-002981 8370 Hillside Trail South Al Pelo Properties, LLC
1
City Council Action Request
7.D.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title Single-occasion gambling permit and liquor permit - St. Rita's
Church
Staff Recommendation Authorize issuance of a single-occasion gambling permit and liquor
permit to St. Rita's Church to serve alcohol and conduct bingo at
8694 80th Street, on February 14, 2026, from 6 pm to 9 pm.
Budget Implication N/A
Attachments 1. Memo - Public Safety
1
City Council Action Request
7.E.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title Designate a Newspaper
Staff Recommendation Designate the St. Paul Pioneer Press as the official newspaper for
the City of Cottage Grove for 2026.
Budget Implication N/A
Attachments 1. Memo Newspaper Designation 2026 rev
2. Pioneer Press - City of Cottage Grove_LegalBidLtr2026
3. Cottage Grove Journal - CG Newspaper of Record
4. Star Tribune Designated Legal Newspaper MN Star Tribune 12.19.25
To:
From:
Date:
Subject:
Discussion
Legal Requirements for Newspaper Designation
• Local Newspaper: If a qualified newspaper is based within city limits, it must be chosen.
• Secondary Offices: If no local paper exists, a qualified newspaper with a secondary
office in the city must be selected.
• General Circulation: If no local or secondary office options are available, a qualified
newspaper of general circulation must be chosen.
• Emergency Designation: If the official paper refuses a notice, any qualified newspaper
of general circulation may be used.
• Multiple-County Cities: Cities spanning multiple counties may designate separate
newspapers for each county.
• No Qualified Newspaper: If no qualified newspaper exists, publication is not required
(Minn. Stat. § 331A.03, subd. 1).
Cottage Grove’s Newspaper Selection
Currently, Cottage Grove lacks a newspaper with a primary or secondary office within city
limits. City staff reviewed proposals from three newspapers to determine the best fit for 2026:
Newspaper
Sunday
Circulation
(Print/Digital)
Rate
Comparison
Pioneer Press (St. Paul) 137,958 $9.12 per
column inch
MN Star
Tribune (Minneapolis)
110,524 $17.90 per column
inch ($1.58/line)
Cottage Grove
Journal (Hastings)
1,826 $5.20 per
column inch
Minnesota Star Tribune: While the Star Tribune offers a "per line" pricing model ($1.58) to
ensure the city only pays for the space used, its cost per column inch ($17.90) is significantly
higher than the other proposals. Its circulation is slightly lower than that of the Pioneer Press.
Cottage Grove Journal: While this option offers the lowest cost, it does not meet the
definition of “general circulation” in the statute, which means that a newspaper distributes more
than a nominal percentage of its total print circulation in a particular geographic area. With a
total circulation of only 1,800 subscribers, it has only 1.7% of the circulation of the lower of the
other two newspapers. Therefore, it is not a qualified newspaper under the statute and cannot
be considered.
St. Paul Pioneer Press: The Pioneer Press offers the highest circulation (137,958) and a
competitive rate of $9.12 per column inch. Its daily publication schedule enables the rapid
dissemination of most legal notices within 24 hours of submission, and its broad readership
ensures maximum public awareness. The Pioneer Press has been our trusted partner since
2020.
Recommendation
Designate the St. Paul Pioneer Press as the official newspaper for the City of Cottage Grove
for 2026.
1 Water Street West, Suite 200
St. Paul, MN 55017
Tamara Anderson and Kathy Dennis
City of Cottage Grove
Dear Tamara and Kathy,
Thank you for the opportunity to bid on the public notice publications for City of Cottage Grove.
The Saint Paul Pioneer Press is a Daily Newspaper located in Saint Paul, MN, primarily serving Ramsey,
Dakota, and Washington Counties and Western Wisconsin.
Our Legal Publication rates for all notices for 2026 are as follows:
$9.12 per column inch per publication
Our circulation number below is for Sunday Full Run, however you can publish a notice any day of the
week.
Full Run – 137,958 (Sunday), 84,512 (daily Avg), all notices will be published full run.
DEADLINE TO SUBMIT LEGAL NOTICES:
Deadlines for Display ads. Deadlines for Liner (text only) ads.
Notice includes chart, graphics, map, or any special
formatting.
Publication Day Deadline to submit materials Publication Day
Deadline to submit
materials
Monday Friday, 4pm Monday Friday, 2pm
Tuesday Monday, 12pm Tuesday Monday, 11am
Wednesday Tuesday, 12pm Wednesday Tuesday, 11am
Thursday Wednesday, 12pm Thursday Wednesday, 11am
Friday Thursday, 12pm Friday Thursday, 11am
Saturday Friday, 11am Saturday Friday, 9am
Sunday Thursday, 4pm Sunday Thursday, 3pm
All legal notices should be email to legals@pioneerpress.com after doing so, an automated email
confirming receipt of your information and you will be contact shortly. You will be email a proof (which
includes the cost). An affidavit will be email after the notice publishes.
Let me know if you would be considering the Saint Paul Pioneer Press as the official legal newspaper for
City of Cottage Grove. Please let me know if you have any questions, we look forward to collaborating
with you.
Thank you,
True Lee – Advertising
tlee@pioneerpress.com
December 16, 2025
Tammy Anderson
City Clerk
City of Cottage Grove
Good afternoon!
Thank you for giving the Cottage Grove Journal the opportunity to bid to be the Newspaper of Record for the City of
Cottage Grove for 2026. As I have said in previous years when the bid was sent to St. Paul, I believe that having the city
Public Notices in a local newspaper is a winwin situation. Our publication will offer far more exposure to alert Cottage
Grove citizens of vital notices.
We are a growing newspaper. Having the City of Cottage Grove notices within our pages would certainly help us. For many
decades, the city utilized its local newspaper for publishing its notices as is the norm in Minnesota. We work hard for the
communities we serve. We have dedicated staff to ensure notice publication runs smoothly, and we certainly bend over
backwards to help in the process. We’ve taken notices from municipalities to within a half hour of press time.
We recognize that utilizing a daily paper means, perhaps, a more flexible publication schedule. However, the entire purpose
of publishing notices is so the public notices! That’s the full intent of the law, and there’s no question that alone should be
the basis of the city decision. We can think of no other newspaper where the city chooses not to utilize its hometown news
paper for public notice publishing.
Our deadline for Cottage Grove notices would be 5 p.m. Monday for that week’s publishing, and with notice, we’d hold
that time until Tuesday late morning when necessary. When the city utilized the South Washington County Bulletin for
many, many years, it had a deadline of the Thursday the week prior at noon.
Our circulation 1,826 weekly. Our Public Notice rates is $5.20 per column inch.
We are dedicated to helping and serving Cottage Grove, and we’re making inroads toward that goal every week. We are
proud members of the Cottage Grove Area Chamber of Commerce. We’ve helped promote civic and community events.
We appreciate the dedication City of Cottage Grove has shown in support of its business community. We’re hopeful that
you’ll show support of the work the Cottage Grove Journal is doing as well. We’re excited for this opportunity!
Thank you in advance for considering the Cottage Grove Journal as the 2025 Newspaper of Record for the City of Cottage
Grove. It would mean a lot to us to have the city’s support in our efforts. If you have any questions, please don’t hesitate to
call or email. My contact information is below.
John McLoone
Publisher,
Cottage Grove Journal
john@thepaperboy.news
2026 Designated Legal Newspaper Rates
• $1.58 per line per day
o Legal notices will also run on startribune.com at no extra charge.
• Approximately $17.90 per column inch
o Notices are charged per line not per column inch so you are not paying for space
you are not using.
• Pricing applies to legal notices only.
• Product pricing only
Deadlines (applies to placement, changes & cancellations):
• Two business days prior to first publication date at 2pm CST
• Publication Day Deadline
• Sunday Friday 2pm
• Monday Friday 2pm
• Tuesday Friday 2pm
• Wednesday Monday 2pm
• Thursday Tuesday 2pm
• Friday Wednesday 2pm
• Saturday Thursday 2pm
• Legal display deadlines are advanced 48 hours.
• Deadlines will be advanced for holidays/special occasions.
Affidavits:
• Emailed 24-48 business hours after last publication date
Circulation
• Sunday ~110,524
• Monday ~64,304
• Tuesday ~64,304
• Wednesday ~64,304
• Thursday ~64,304
• Friday ~64,304
• Saturday ~64,304
Contact
• Email: placeads@startribune.com
1
City Council Action Request
7.F.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title 2026 Business Licenses
Staff Recommendation Approve Resolution 2026-008 approving the Business Licenses
listed in Attachment A.
Budget Implication N/A
Attachments 1. Memo License Renewal 2026 (1-7-2026)
2. Attachment - Approved Businesses 2026
To:
From:
Date:
Subject:
Discussion
Recommendation
License Type Name Business Address
Massage Therapist
Carlson, Sarah Shiny Balance Nails and Massage 7240 East Point Douglas Rd S
Stoven, Holly Spirit of 7 Massage 9444 67th St S
Duppong, Kasandra The Healing Place 8617 West Pt. Douglas Rd
Josephson, Jessica The Healing Place 8618 West Pt. Douglas Rd
Staats, Stephanie The Healing Place 8619 West Pt. Douglas Rd
Head, Jacqueline The Healing Place 8620 West Pt. Douglas Rd
Westerberg, Ramona The Healing Place 8621 West Pt. Douglas Rd
Seifert, Mary The Healing Place 8622 West Pt. Douglas Rd
Meyer, Sarah The Healing Place 8623 West Pt. Douglas Rd
Schmidt, Katherine The Healing Place 8624 West Pt. Douglas Rd
Gramajo-Enzensperger, Daniel The Healing Place 8624 West Pt. Douglas Rd
Johanik, Pauline Whole Health Massage 8800 E Pt Douglas Rd S
McGinn, Tamara Whole Health Massage 8800 East Point Douglas Rd, Suite 500
Ramos, Lisa Whole Health Massage 8800 East Point Douglas Rd, Suite 500
Steenerson, Nicole Whole Health Massage 8800 East Point Douglas Rd, Suite 500
Ruimin, Jiang Health Investments 8471 East Point Douglas Rd, Unit #105B
Koenig, Savannah Salons by JC 7240 East Point Douglas Rd S #160
Massage Business
Carlson, Sarah Shiny Balance Nails & Massage 7240 East Point Douglas Rd S
Stoven, Holly Spirit of 7 Massage 9444 67th St S
Ramona Westerberg The Healing Place of Cottage Grove 8617 West Pt Douglas Rd S, Suite 140
McGinn, Tamara Whole Health Massage 8800 East Point Douglas Rd, Suite 500
Ruimin, Jiang Health Investments 8471 East Point Douglas Rd, Unit #105B
Koenig, Savannah Salons by JC 7240 East Point Douglas Rd S #160
RESOLUTION 2026-008 - ATTACHMENT A
1
City Council Action Request
7.G.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title Worksite Wellness Grant Application
Staff Recommendation Authorize the Wellness Committee to apply for the Worksite
Wellness Grant through Washington County.
Budget Implication $500 - Welllness Budget
Attachments 1. Memo SHIP Grant (2026)
2. SHIP-Worksite-Wellness-Guidelines-2025-2026_final
To:
From:
Date:
Subject:
Discussion
Eligibility and Requirements
• Insurance: The City must provide proof of $1.5 million liability insurance.
• Reimbursement: Funds are provided on a reimbursement basis, and no purchases
made before the signed contract date will be covered.
• Project Lead: A designated lead must manage the action plan, budget, and reporting.
• Timeline: Priority will be given to proposals submitted by January 15, 2026, and all
funds must be spent by October 31, 2026.
Recommendation
Supported by the Statewide Health Improvement Partnership, Minnesota Department of Health
Government Center • 14949 62nd Street North • P. O. Box 6 • Stillwater, MN 55082-0006
Telephone: 651-430-6655 • Fax: 651-430-6730 • TTY: 651-430-6246
An equal opportunity organization and employer
Worksite Wellness Partner Project Request for Proposal
I. Background
Washington County Public Health and Environment (PHE) is pleased to announce an
opportunity to submit a proposal request for Worksite Wellness Partner Project funding. These
funds are made available through the Statewide Health Improvement Partnership (SHIP), which
strives to help Minnesotans lead longer, healthier lives by preventing the chronic disease risk
factors of tobacco use and exposure, poor nutrition and physical inactivity.
To be eligible for funding, worksites must be located within Washington County. For the
purpose of this grant: a worksite is defined as a business location, separate from a home, where
staff work together in a shared building or space. In addition, funding priority will be given to:
• Project proposals that directly impact or support adults 45+
• Businesses owned and employing Black, Indigenous and People of Color (BIPOC)
• Worksite with fewer than 100 employees
II. Funds and Project Timeline
Funding award amounts may vary, however, the total for any project cannot exceed $5,000.
Funded partners are required to provide a 10 percent match of the total funding requested. Only
one project per agency is allowed. Proposals will be reviewed as received. Funds will be available
through October 31, 2026. Approved funds are provided on a reimbursement basis. Purchases
made prior to the signed contract date will not be reimbursed. Details for submitting a proposal
can be found on the project submission form. Washington County Public Health and Environment
staff will be available to help navigate through the application process and answer any questions
that may arise.
Activity Due Date
Proposals Due Proposals reviewed as received and priority funding will
be given to proposals submitted by January 15, 2026.
Funds Awarded
Funds will be made available to partners on the date of
the signed & approved agreement with the County.
Final Report Due October 31, 2026
III. Project Criteria and Focus Areas
Applicants may choose one of the following projects that fulfills the funding requirements.
• Wellness Foundations: Projects will focus on one or more of the following:
o Convene worksite wellness committee
o Conduct employee wellness survey (Samples available as examples/consultant
available to help)
• Healthy Eating: Projects will increase access to fruits and vegetables, and decrease
access to added sodium, added sugars and saturated fat. This can be accomplished by
addressing the food environment through breakrooms, vending, and healthy snacking,
catering and/or cafeteria food access.
• Physical Activity: Increase access to physical activity and provide support or policies that
address being physically active in the workplace or optional opportunities beyond the
workday.
• Tobacco-Free Environments: Promote and establish tobacco-free environments and
provide supports for tobacco cessation.
• Breastfeeding Support: Accommodate and support breastfeeding employees.
• Mental Well-Being Initiatives: Address challenges around mental health; build skills
among managers to create a supportive environment around the mental health of
employees.
IV. Funding Requirements
• Worksites must be located in Washington County.
• Proof of $1.5 million liability insurance is required.
• Projects must include at least one focus area as described above.
• A designated project lead must connect with Washington County Public Health and
Environment staff to finalize the action plan, timelines, budget, evaluation plan, and a
county agreement.
• Projects must be based on the employee wellness options listed in table below.
• Applicants must provide a 10 percent match of the total funding requested.
• The project lead must be able to carry out general business practices for accounting,
record keeping, timely invoicing and reporting. The project lead may assign someone
from the organization these duties and responsibilities if necessary.
• Evaluation and reporting is required. Assistance will be provided as needed.
• SHIP funds must be spent by October 31, 2026.
Employee Wellness Options
SHIP Focus Area Allowable Expenses Estimated Project Costs
(10+ more employees)
Wellness Foundation Ideas • Up to $500 of partner project funds may be allocated
to staff time dedicated to implementing the
approved project.
• Employee Wellness Survey (through an insurance
provider or Washington County PHE worksite
consultant)
Funding amount may be
dependent on # of
employees and activities
selected
Breastfeeding Project Ideas • Chairs/rockers
• Tables, lamps
• Small refrigerator for storing breastmilk
• Breast pumps
• Basic updates to a room for breastfeeding in
worksite (educational posters, paint, bulletin boards)
$500-$2,000
Healthy Eating Project Ideas • Small utensils/equipment to support preparation of
healthy foods at work: refrigerator, cuttings boards,
knives, apple slicer, etc.
• Hydration Station
$500-$5,000
Physical Activity Project Ideas • Small fitness equipment
• Standing work stations for shared work spaces
• Supports for Bike-Friendly Workplace efforts i.e. Bike
Rack, painted bike lane, bike repair tools, trail
signage
• Planning for development and use of walking paths,
trail signage
$1,500-$5,000
Tobacco Project Ideas • Staff time to coordinate a tobacco policy update and
communication process limited to $500 per
individual per year
• Signage to communicate updated policy
$500-$1,000
Mental Well-Being • Quiet room items like a comfortable chair, soft
lighting, yoga or relaxation mats, yoga or stretching
posters
$1,000-$3000
Questions? Contact: Lia Burg lia.burg@washingtoncountymn.gov
1
City Council Action Request
7.H.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title Compensation Study - Paypoint HR
Staff Recommendation Approve the proposal for Paypoint HR to conduct a compensation
study in 2026 in the amount of $30,000.00.
Budget Implication $30,000 is included in the 2026 budget.
Attachments 1. 20251229 Comp Study Memo
2. Paypoint HR Bid for Compensation Study
To:
From:
Date:
Subject:
Background
Recommendation
Paypoint HR, LLC
695 Santa Maria Lane
Davidsonville, MD 21035
(443) 336-4272
Classification and Compensation Study
City of Cottage Grove, Minnesota
1
Table of Contents
Management Synopsis ..................................................................................................................................... 2
Consultant Information .................................................................................................................................. 3
Principals ...................................................................................................................................................... 4
Additional Project Personnel .................................................................................................................... 5
Recent Studies ............................................................................................................................................. 8
Scope of Work ................................................................................................................................................. 12
Assessment of Needs ............................................................................................................................... 12
Methodology .............................................................................................................................................. 13
Phase 1 Classification/Competencies Component ......................................................................... 15
Task 1A – Project Start ..................................................................................................................... 15
Task 1B – Baseline Evaluation ......................................................................................................... 16
Task 1C – Job Analysis Collection and Completion ................................................................... 17
Task 1D – Job Evaluation and Classification Development ...................................................... 18
Task 1E – Draft of Job Descriptions and Policy Guides ............................................................. 21
Task 1F – Develop Guide for Implementation of Changes and Draft Interim Report ........ 21
Phase 2 Compensation Component ................................................................................................... 22
Task 2A – Identify Benchmark Positions and External Survey Comparator List .................. 22
Task 2B – Design and Distribute Survey ....................................................................................... 24
Task 2C – Collect and Analyze Survey Data ................................................................................ 24
Task 2D – Internal Relationship Analysis and Alignment ........................................................ 25
Task 2E – Preparation of Draft Report .......................................................................................... 28
Task 2F – Deliver Final Report and Deliverables for Implementation .................................... 30
Implementation ......................................................................................................................................... 32
Tentative Timeline .................................................................................................................................... 34
Work Examples .......................................................................................................................................... 35
Cost Proposal .................................................................................................................................................. 45
2
Management Synopsis
Paypoint HR, LLC is submitting a proposal in response to the City of Cottage Grove’s
request for a Comprehensive Compensation Review and Classification Study aimed at
positioning the City as an employer of choice. Our study will objectively assess job roles,
organizational hierarchy, and external market pay ranges, providing data-driven
recommendations for adjustments. The study will be completed within 16-20 weeks at a
firm fixed-price of $30,000 and will incorporate quantitative evaluations to support
informed decision-making on compensation and benefits.
Our methodology emphasizes collaboration with clients and employees to develop practical,
actionable recommendations and ensure their successful implementation. Paypoint HR
recognizes that employees are the City’s most valuable asset, and by including their input,
we help foster a workplace culture where they feel valued and engaged in public service.
We rigorously test our recommendations to ensure they align with sound business practices
and provide a structured framework for recruitment, retention, and compensation
management. Our goal is to equip the City with a sustainable and competitive compensation
strategy that supports long-term success in attracting and retaining top talent. Specifically,
we have developed an approach and methodology that incorporates the following:
• Market competitiveness.
• Recognition that compensation is comprised of more than just base pay levels.
• Consideration of changes in recent compensation trends and strategies.
• Customization of solutions that consider the diversity of needs present within the
Client’s organization and allows the Client to select the components and options
that best meet their overall needs.
Once the recommendations are made for updates to classifications and pay structures, the
city will be given our custom designed tools for implementation and ongoing
administration. We will create a custom Compensation Factor Scoring (CFS) system using
information gathered during the study and providing the city with access to the system to
help place positions in the future.
3
Consultant Information
Paypoint HR is a cost-effective, innovative firm specializing in classification and
compensation solutions for the public sector. Founded in Maryland, our main office is
located in Davidsonville, with an additional office in Manteo, North Carolina. As an
independent Woman-Owned Small Business (WOSB), we have been helping public
organizations develop internally equitable and externally competitive pay plans since 2015.
Our unique approach integrates expertise from diverse fields, including organizational
design, compliance, research analytics, business strategy, and human resources. By
leveraging this multidisciplinary expertise, we collaborate with clients to develop strategic,
customized classification and compensation plans that enhance their ability to recruit and
retain top talent. We believe our firm stands apart by uniting specialists from multiple
disciplines to provide tailored solutions that give our clients a competitive edge in their
labor markets.
Paypoint HR’s team consists of recognized experts in human resource management who
understand that compensation management is not a “one-size-fits-all” approach. While we
adhere to established standards, our analysis is more thorough than our competitors,
incorporating both standard pay calculations and customized reports tailored to client
needs. We develop compliant job descriptions and pay plans based on the latest regulations,
reducing grievances and enhancing equity. Our recommendations also consider the
business and operational needs of organizations.
With decades of experience providing total compensation solutions to the public sector,
Paypoint HR has the executive staff and resources ready to deliver exceptional service. Our
response to the Statement of Work details our business history, personnel, and processes,
demonstrating our ability to meet the city's needs.
We are active members of WorldatWork and the Society for Human Resource Management,
continuously staying updated on emerging trends and best practices. Our personnel have
presented at industry associations, financial organizations, and universities and serve on
various boards. We conduct custom external market surveys and leverage industry data,
including recent survey reports, regulatory updates, and labor market trends. We welcome
client input on preferred survey sources and believe our expertise, proprietary software,
and extensive data resources set us apart from other contractors, ensuring the successful
achievement of project goals.
Our current workload allows us to commit the necessary staff members to the successful
completion of the project. We welcome the active participation of the project team
throughout the entire study but understand that they will be engaged with other priorities
as well. Paypoint HR expects support from the client in communication with key staff,
setting up meetings, providing meeting resources, as well as establishing reporting
relationships, milestones, and timelines.
4
Karin Campbell and Dr. Rick Campbell are legally authorized to represent Paypoint HR and
will serve as the main contacts for the project.
Project Manager – Primary Contact Technical Director – Secondary Contact
Karin Campbell, SPHR, SHRM-SCP Dr. Rick Campbell, CCP
695 Santa Maria Lane 695 Santa Maria Lane
Davidsonville, MD 21035 Davidsonville, MD 21035
Karin@PaypointHR.com Rick@PaypointHR.com
(443) 336-4272 (540) 815-7837
Principals
Karin Campbell, CEO & Project Manager
Master of Business Administration, University of Texas
Bachelor of Science in Business Marketing, University of Maryland
SPHR, SHRM-SCP, IPMA-SCP
PROFILE
Strategic and accomplished Human Resources executive with over two decades of
experience in leading classification and compensation studies, organizational
consulting, and HR operations for public sector and nonprofit institutions.
Demonstrated expertise in project management, stakeholder engagement, labor market
research, compensation strategy, and HR compliance. Proven ability to lead large-scale
initiatives that improve organizational performance, ensure legal defensibility, and
support equity and retention.
CORE COMPETENCIES
• Public Sector HR Consulting
• Classification & Compensation Studies
• Market Pay Analysis & Survey Design
• Strategic Planning & Implementation
• Labor Relations & Workforce Analysis
• Employee Communications & Change Management
• Total Rewards & Benefits Analysis
• Executive Reporting & Presentation
• Team Leadership & Development
• Quality Assurance & Risk Mitigation
5
Dr. Rick Campbell, President & Director of Research
Ph.D. in Engineering Science and Mechanics, Penn State University
Bachelor of Science in Applied Mathematics, University of Virginia
Certified Compensation Professional (CCP), WorldatWork
PROFILE
Experienced executive and classification & compensation strategist with a Ph.D. in
Engineering Science and over 25 years of experience across aerospace, energy, and
public sector HR consulting. Founder of Paypoint HR, specializing in classification and
compensation studies for municipalities, sales compensation for businesses, and the
development of advanced SaaS tools. Skilled in quantitative analysis, leadership
communication, stakeholder engagement, and systems implementation.
CORE COMPETENCIES
Classification & Compensation Studies
Executive Communication & Public Engagement
Project Management & Implementation
Research Design & Statistical Analysis
Technical Writing & Presentation
SaaS Development & Application
Public Sector Consulting
Team Leadership & Training
Quality Assurance & Risk Mitigation
Salary Survey & Market Analysis
Fair Labor Standards Act Analysis
Additional Project Personnel
LTC (Ret) Narrie Magturo, Director of Quality
Master of Science in Environmental Management, Webster University
Master of Science in Environmental Science, Purdue University
Bachelor of Arts in Biology, Capital University
American Red Cross Disaster Response Team.
PROFILE
Results-driven Director of Quality Assurance with more than 15 years of experience in
compliance auditing, risk mitigation, and quality control across military and HR
consulting environments. Retired U.S. Army officer with over 22 years of distinguished
service, now applying military-grade QA/QC methodologies to public sector
classification and compensation projects. Skilled in developing, implementing, and
evaluating quality assurance processes that support equity, legal compliance, and
strategic HR outcomes.
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CORE COMPETENCIES
• Quality Assurance & Control (QA/QC)
• HR Compliance Audits & Standards
• Public Sector Risk Management
• ISO 9001 & Regulatory Compliance
• Environmental, Health & Safety Oversight
• Stakeholder Engagement & Communication
• Emergency Response Planning (NIMS/FEMA)
• Program & Project Management
• Training & Technical Documentation
• Vulnerability & Infrastructure Assessment
Jenna Hurdle, Project Associate
Bachelor of Arts in Criminal Justice, High Point University
PROFILE
Experienced Project Associate with over 15 years in the legal field and more than 2 years
supporting classification and compensation projects at Paypoint HR. Brings expertise in
legal compliance, document review, data quality, and administrative support. Strong
background in criminal justice, real estate, and insurance. Recognized for meticulous
research, regulatory compliance, and efficient coordination of project tasks and data
preparation.
CORE COMPETENCIES
• Project Coordination & Administrative Support
• Benefit Analysis
• Legal & Regulatory Compliance
• Document Review & Management
• Preliminary Data Analysis
• Research & Quality Control
• Classification & Compensation Project Support
• Client Communications & Service
• Legal Procedures & Filing Systems
• Cross-Industry Experience
• Confidential Records Management
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Jennifer Holcomb, Quality Specialist
Bachelor of Science in Health Sciences, San Diego State University
Associate Degree in Nursing, Mira Costa College
PROFILE
Detail-oriented Quality Assurance Specialist with over 7 years of experience supporting
classification and compensation projects for public sector clients. Brings a background
in health sciences and nursing to her analytical and structured approach. Highly
experienced in job evaluation, market survey coordination, and documentation review.
Known for precision, follow-through, and effective collaboration in multidisciplinary
project teams.
CORE COMPETENCIES
• Job Evaluation & Classification Support
• External Market Survey Coordination
• Job Description Analysis
• Quality Assurance & Audit Review
• Report Design & Documentation
• Project Coordination & Milestone Tracking
• Data Verification & Benchmarking
• Public Sector HR Consulting
• Communication of Technical Concepts
• Cross-Functional Team Collaboration
Erin Martell, Technical Writer
Master of Science in Criminal Justice, , Northeastern University
Bachelor of Arts in Liberal Arts, St. John’s College
PROFILE
Experienced technical writer and project team collaborator with 17 years of experience
supporting public sector and nonprofit initiatives. Brings over eight years of experience
working with Paypoint HR on classification and compensation projects, where she
contributes precise technical documentation and quality assurance deliverables. Proven
success in developing systems to ensure contract and grant compliance, analyzing data
for program effectiveness, and improving project communications and deliverables.
CORE COMPETENCIES
• Technical Writing & Editing
• Public Sector Contract Compliance
• Grants Management & Reporting
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• Survey Development & Analysis
• Project Documentation & Quality Control
• Communication Systems Development
• Operations Management
• Stakeholder Reporting & Deliverables
Recent Studies
Organization Project Title and
Service Dates
Accomack County, Virginia Classification & Compensation Study
2023
City of Alton, Illinois Compensation Study
2025
City of Bath, Maine Compensation Study
2021 – 2022
Town of Berlin, Maryland Wage Compensation and Classification Study
2022 – 2023
City of Bellaire, Texas Classification Study and Total Compensation Study
2023 – 2024
Belknap County, New Hampshire Pay and Classification Audit – Consultation Services
2021 – 2022
City of Brooklyn Center, Minnesota Peer Market Survey and Job Salary Analysis
2024 – 2025
Caroline County Public Schools, Virginia Classification and Compensation Study
2022 – 2023
Town of Centreville, Maryland Classification and Compensation Study
2024 – 2025
City of Charles Town, West Virginia Employee Total Compensation Study
2025 – 2026
City of College Park, Maryland Job Classification and Compensation Study
2023 – 2024
City of Concord, New Hampshire Classification and Compensation Study
2024 – 2025
City of Cottage Grove, Minnesota Position Classification and Compensation System
2020 – 2025
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City of Delray Beach, Florida Compensation and Classification Study
2024
Town of Derry, New Hampshire
Consulting Services for Classification and
Compensation
2023 – 2024
City of Des Peres, Missouri Comprehensive Compensation Study
2024
Town of Elizabeth, Colorado Compensation Study and Pay Equity Analysis
2025
Elko County, Nevada Compensation and Classification Study
2019 – 2021
Town of Enfield, New Hampshire Classification and Compensation Study
2023
Eureka County, Nevada Compensation and Classification Study
2023 - 2025
City of Farmington, Missouri Comprehensive Compensation Study
2025
City of Fort Morgan, Colorado Compensation Study & Analysis
2022 – 2023
Town of Frederick, Colorado Classification and Compensation Study
2023 – 2024
Town of Front Royal, Virginia Compensation and Classification Study
2016 – 2018, 2022, 2023
Town of Goffstown, New Hampshire Classification and Compensation Study
2023
Gratiot County, Michigan Classification and Compensation Study
2022 – 2023
City of Green Cove Springs, Florida
Comprehensive Classification and Compensation
Study
2024
City of Hagerstown, Maryland Compensation and Classification Analysis
2023 – 2024
Town of Highland Park, Texas Compensation/Benefit Study
2025
Village of Indiantown, Florida Compensation and Classification Study
2025
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Islamorada, Village of Islands, Florida Compensation Classification and Job Study
2025
City of Jacksonville, Texas Compensation and Classification Study
2021 – 2022
Jefferson County, Missouri Salary and Classification Study
2025
Kent County, Delaware Compensation & Classification Study
2022 – 2023
Knox County, Illinois Classification & Compensation Study
2019 – 2025
Town of La Plata, Maryland
Organizational Design Study
2021
Classification and Compensation Study
2022
City of Lake City, Florida Classification and Compensation Study
2022
City of Largo, Florida Compensation & Classification Study
2019 – 2020, 2022, 2023 – 2024
City of Leander, Texas Citywide Compensation Study
2022
City of Melbourne, Florida Compensation and Class Study
2025
Merrimack County, New Hampshire Pay and Classification Study – Consulting Services
2023
Miami-Dade County, Florida Position and Compensation Study
2024 – 2025
Millard County, Utah Salary Survey and Compensation Analysis Services
2021 – 2022
City of Muscatine, Iowa Compensation Study
2023
City of Newberry, Florida Employee Classification & Compensation Study
2023
Town of North Beach, Maryland Wage Compensation and Classification Study
2023 – 2024
Nye County, Nevada Classification & Compensation Study and Analysis
2025
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City of Odessa, Missouri Job Analysis and Compensation Study
2025
City of Portland, Tennessee Compensation Study
2024
City of Raytown, Missouri Compensation and Classification Plan
2021 - 2023
Rockingham County, New Hampshire Pay and Classification Audit
2021
Village of Scarsdale, New York Compensation and Classification Study
2023 – 2024
City of Seabrook, Texas Job Analysis & Evaluation
2023
City of South Portland, Maine Compensation Plan Study
2019 – 2020; 2024
Southampton County, Virginia Compensation and Classification Study
2025 – 2026
City of St Pete Beach, Florida Compensation Study
2023 – 2024
City of Stuart, Florida Classification and Compensation Study
2019, 2024
Town of Sunapee, New Hampshire Classification and Compensation Study
2024
City of Tomball, Texas Classification and Compensation Study
2023
Town of Tonopah, Nevada Compensation and Benefit Study
2025
City of Villa Rica, Georgia Compensation Study
2023
Town of Warrenton, Virginia
Classification and Compensation Study
2022 – 2023
Organizational & Staffing Study
2022 – 2023
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Scope of Work
Assessment of Needs
Paypoint HR has done a preliminary review of possible hurdles specific to the City of
Cottage Grove’s ability to attract, motivate, and retain employees. Furthermore, our project
history has familiarized us with projects similar in size, scope, and services. You can feel
confident our approach is time tested.
Our understanding of the project is that Cottage Grove is a full-service city that provides
both its residents and tourists with a full range of municipal services The city desires to
update their current compensation plan to keep up with current compensation practices.
The purpose is to attract and retain a high performing and engaged workforce that will
continue providing excellent service to those who live in the city.
Possible Challenges
Paypoint HR found the following issues as possible sources of challenges:
• Increase in community demands and expectations for service offerings paired with
limited resources to quickly adapt,
• Difficulty recruiting qualified individuals for certain positions,
• Job roles have changed due to changing technology, increased regulations, etc.,
• Increasing cost of employee benefits,
• Pay compression, external inequity, and perception of internal inequities, and
• A highly competitive labor market with other public and private employers in the
region competing for the same labor force.
These obstacles are independently problematic and collectively require a change from a
tactical management style to a strategic management philosophy. We believe developing a
long-term strategy for recruiting and retaining employees is the true intent of this RFP.
Paypoint HR understands we will be working with an appointed team leader, key leadership
staff, and stakeholders (Project Team) to validate the scope of services, methodology,
timelines, and other deliverables. We anticipate several virtual meetings, but we remain
flexible to meet your needs. We are planning that meetings will be used to kick-off the
project, employee briefing sessions, and presentation of the findings of the study.
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Methodology
Our methodology is comprehensive and encompasses all of the requirements specified in
the RFP. Phase 1 focuses on the Classification/Internal Components. Phase 2 focuses on the
Compensation/External Component. The standard methodology we will use to conduct both
phases of the study is laid out in the flowchart and delineated below.
Figure 1 – Process Flow Chart
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Paypoint HR plans to conduct the internal equity portion of the study prior to the external
portion of the study though some activities will be conducted simultaneously. The reasons
for this include:
• Job titles and job descriptions are, in the minds of the employees and their
supervisors, inextricably associated with the “worth of the work” or pay.
Compensation is often a highly emotional issue. By separating the two phases of the
study, even though elements of the phases may be conducted concurrently, it gives
us two separate yardsticks of measure.
• The compensation review will be completed when there is a full understanding of
the scope of work, thereby ensuring that the data developed from the labor market
and client’s classifications are correct.
Paypoint HR uses an expectation of excellence philosophy when approaching our projects.
Based on the size and scope of each project, we determine the most effective utilization of
resources and build our project team. We use secure, effective communication tools to
safely and transparently share information. This approach tends to take a people-centric
perspective, implementing short phases or steps that rely on ongoing feedback. This
continuously reshapes and refines the project path. The methodology has proven successful
over time and frees teams from using a cookie cutter approach to designing a custom work
product. Consequently, we offer a faster turnaround and a dynamic ability to quickly adapt
to changes.
Phase 1 – Classification/Competencies Component
A. Project Start and Initial Meetings
B. Baseline Data Collection and Initial Analysis
C. Job Analysis Collection and Completion
D. Job Evaluation and Classification Development
E. Draft Job Descriptions and Policy Guides
F. Develop Guide for Implementation of Changes and Draft Interim Report
Phase 2 – Compensation Component
A. Identify Benchmark Positions and External Survey Comparator List
B. Design and Distribute Survey
C. Collect and Analyze Survey Data
D. Internal Relationship Analysis and Alignment
E. Preparation of Draft Report
F. Deliver Final Report and Deliverables for Implementation
We will look at both qualitative data and quantitative data throughout both the
classification and compensation portions study. Statistical data allows us to capture a
snapshot of the existing plan and create baselines on the existing plan. This gives us a
starting point to uncover areas of possible review and revision recommendations.
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Phase 1 Classification/Competencies Component
This phase of the assignment will result in the study of all classes that includes the
comparison of classes within series and to other occupational levels within the
organization. Study tasks include project initiation and orientation, employee orientations,
creation of custom surveys for employees and managers, completion of Position Vantage
Point by employees, desk audits by managers and/or Human Resources, and interviews with
employees. The cumulative information gathered will culminate in the preparation of
revised or new class specifications, and a review process for all employees included in the
scope of the study.
Task 1A – Project Start
The project initiation phase encompasses all the steps required to initiate the project. This
task includes the following activities:
Kick-Off Activities
• Request pertinent materials prior to the project initiation meeting so that
Paypoint HR understands the scope of the study, an understanding of the client’s
current classifications, and is prepared to seek further relevant information during
the initial meetings.
• Obtain relevant information and statistical/anecdotal data on specific compensation
issues and policies. Obtain insight into perceived current compensation system
strengths and weaknesses. Identify current incumbents and gather any other
documentation to gain better understanding of the client’s operations.
• Meet Human Resources Director to discuss project context and methodology,
determine reporting relationships, and clarify project understanding and Milestones
to create the Communication Plan.
• Reach an agreement on a schedule for the project including all assignments and
project milestones/deliverables and deadlines for completion of the assignment.
• Establish an agreeable communication schedule while identifying potential
challenges and opportunities for the study.
• Schedule employee Kick-Off briefing sessions.
• Create an Executive Announcement Letter for distribution to staff.
• Initial review of relevant materials, including: (a) any previous projects, research,
evaluations, or other studies that may be helpful to this project; (b) organizational
charts for departments and divisions along with related job descriptions; (c) current
position and classification descriptions, salary schedules, salary ranges, pay scales,
payroll reports, and classification systems; (d) strategic business plans and budgets;
(e) personnel policies and procedures; and (f) evaluation criteria.
• Discuss the Client’s strategic direction and the short-term and long-term priorities.
• Review any data provided by the Client that may provide additional relevant insight.
• Review internal career ladders to identify needs, make recommendations, and keep
positions competitive in the market.
• Maintain open lines of communication.
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Figure 2 - Sample Letter Templates
Task 1B – Baseline Evaluation
Paypoint HR will incorporate the accumulated knowledge and understanding of the project
gathered at this point into a main client file. Data will be collected throughout the project
and will be housed in this central location. The Baseline Evaluation Task evaluates the
current system as outlined and includes the following activities:
• Conduct a comprehensive preliminary evaluation of the client’s existing position
review process. Conduct any necessary question and answer sessions. Develop an
accurate database of client’s employees for study and review data as well as career
ladders. Understand the client’s approach to compensation and overall philosophy
on attracting and retaining competent staff.
• Review the existing pay structure and processes to look for potential problems to be
resolved. Determine the strengths and weaknesses of the current pay plan(s).
• Complete an assessment of the current conditions that details the pros and cons of
the current system as well as highlights areas for potential improvement in the final
adopted solution.
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• Conduct a thorough review of all background materials related to the client’s
classification system. Review information from the department head as well as
incumbents. Conduct interviews as appropriate.
• Document accepted compensation and classification philosophy and budgets based
on input from the Study Project Leaders and other key staff.
• Gain understanding of employee recruiting and retention processes to uncover
challenges in the local labor market and provide guidance on market positioning
strategies.
• Once a baseline is determined, establish the client’s current position as compared to
the local market using sources of data preferred by the client as well as
Paypoint HR’s resource library for consideration.
• Look at goals for recruiting and retention with regards to sustainable budget
amounts that will support recommendations on market position strategy.
• Consider both current and anticipated information technology programs, software
and staffing levels to support, implement, administer, and maintain the
recommendations given to the client by Paypoint HR.
Current
Grade
Staff
#
# near
Min
% near
Min
# near
Max
% near
Max
110 19 3 15.8% 1 5.3%
111 43 10 23.3% 5 11.6%
112 16 2 12.5% 1 6.3%
113 35 5 14.3% 6 17.1%
114 17 2 11.8% 2 11.8%
115 13 0 0.0% 0 0.0%
116 31 1 3.2% 2 6.5%
117 2 0 0.0% 0 0.0%
118 26 1 3.8% 4 15.4%
Figure 3 – Sample Baseline Evaluation
Task 1C – Job Analysis Collection and Completion
The job analysis portion of the study includes employee outreach. We find that by having
employee involvement, your staff will feel more valued. By gaining insight from employees
about their position and the overall pay structure, in their own words, the study
deliverables will be more relevant and as a result, employees will be more inclined to accept
recommendations.
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During this stage in the process, the following milestones will be met:
• Conduct employee briefing sessions to review the role of employees, the role of
supervisors, the scope of work to be covered by the study and to explain how to
complete the job analysis questionnaire (Position Vantage Point, or PVP.) It is
communicated to employees that this process is not a performance review, but
rather an identification of what should be required for new employees.
• Employees will be given a period to complete the PVP, usually 10 – 14 days.
Employees are encouraged to retain a copy of their responses for their records.
• Completed surveys are given to department heads for their review and input. Front
line supervisors often work in collaboration with department heads during this
process. Typically, this process takes 7 – 10 days.
• Department heads turn in the reviewed PVPs to Human Resources for any further
input with the final product then provided to Paypoint HR for analysis.
Task 1D – Job Evaluation and Classification Development
Task 1D of the project acknowledges the job analysis information and supporting material.
The city may have Paypoint HR utilize an existing classification method or choose to utilize
Paypoint HR’s Compensable Factor System (CFS). Once the job analysis PVP is distributed,
Paypoint HR will:
• Facilitate collection of job descriptions, desk audits, and supporting materials from
the Study Project Leaders or designated Human Resource department contact. The
job descriptions, audits, and supporting reports will be reviewed and analyzed in
detail along with other documentation to obtain an understanding of the duties and
responsibilities assigned to each position.
• Identify the classification of existing positions utilizing the existing job evaluation
system, review jobs, and characterize the internal equity relationships within the
organization.
• Review all class specifications with the Study Project Leaders. Review each
classification and score the classification using a point factor system or the system
that the client has in place. Include an evaluation of results.
• Develop preliminary recommendations for the classification structure. The
classification system designed at this point will be based solely on internal equity
relationships and will be guided by scores for each classification. Essentially, a
structure of classifications will be reviewed and classifications with similar scoring
would be grouped into pay grades. The final decision on the minimums and
maximums of the pay grades will be determined after the market data has been
collected.
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Figure 4 - Position Evaluation Factors (Example)
Prior to developing detailed class descriptions, our job evaluation will result in a
classification plan concept and employee allocation discussion with the Project Team. We
recognize the city will have its own factors to determine hierarchy. We will compare
changes in business needs and operations, as well as any reorganization, with the
established classification system and job families, as well as review internal relationships
between classifications.
Our job evaluation method involves a quantitative approach. The whole position
classification methodology examines your current evaluation criteria and augments it with
other factors as needed. Our analysis will include our assessment methodology. We will list
broad class concepts and highlight where significant changes may be recommended, such
as, expanding or collapsing class series in the same functional area and/or separating or
combining classifications assigned to different functional areas. We will review and analyze
current classification series, the number of classifications and classification levels, and job
families. We will also review, and update established titling guidelines for the studied
classifications for appropriate and consistent titling.
A detailed, incumbent-specific allocation list for each position included in the study will be
prepared, specifying current and proposed classification title and the impact of our
recommendations (reclassification upgrade or downgrade, title change, or no change). After
we have completed this process, a meeting will be arranged to review any recommended
changes to the classification plan with the Study Project Leaders.
Evaluation Factors
• Education /
Experience /
Certifications
• Duties
• Complexity
• Independence
• Impact and
Accountability
• Supervision and
Authority
• Interaction
• Environment
Background Skill
Environment Authority
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After preliminary approval of the class concepts and allocation lists, recommendations for
new and/or updated class descriptions will be developed for each proposed classification
following the format approved by the client.
From the review of the PVPs, desk audit reports and any interviews, we will update duties,
responsibilities, and minimum qualifications of each class specification, as necessary, or
develop new class specifications if duties, responsibilities, and minimum qualifications have
changed significantly. We will recommend new classification/class levels and/or operational
changes, business needs, and any reorganizations that require new classifications. Analysis
of FLSA, EEO, and ADA requirements will also be analyzed for compliance.
Index of Current to Recommend Job Classes
Current Job Class New Job Class Trans
Code
Superintendent of Printing Printing Supervisor T
Support Services Project
Manager Delete D
Survey Party Chief Survey Party Chief N
Surveyor I Surveyor M,D
Surveyor II Surveyor S,N
Utility Locator J
Switchboard Operator Clerical Assistant M,D
Systems Analyst Systems Analyst N
Transaction Codes
M – Merge into Other Class S – Split into Two or More Classes
T – Title Modification N – No Change
D – Delete Class Title J – New Job Class
Figure 5 - Sample Index of Current to Recommended Classes
The Index of Current to Recommended Job Classes is an alphabetical listing of all job
classes currently used by the client and the recommended disposition of each of those job
classes and titles. Current data is from the payroll, class specifications, and/or job
descriptions, classification plan, and PVPs. New data includes job class title and transaction
codes.
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Task 1E – Draft of Job Descriptions and Policy Guides
Task E of the project will draft a job class classification and allow for review by the city.
This task includes the following activities, principally for new job titles and those that have
substantially changed, namely:
• A draft copy of the revised/new class description with an allocation
recommendation will be submitted to the Project Leaders.
• Department Heads and managers will receive a copy of their employees' draft job
descriptions and will be asked to review their comments and feedback to verify and
concur with the information provided.
• Subsequently each manager, supervisor, and employee will be given an opportunity
to provide comments and concerns regarding any modifications to the classification
structure and specifications.
• Our experience has been that this is one of the most critical phases of the project
(but also one of the most time-consuming).
• Our proactive and effective communication process at this crossroad has always
avoided formal appeals, adversarial meetings, or major conflicts after the study.
• Paypoint HR will provide a format for the client to show each employee whose
position was studied, and how their position is being affected.
• The form will have two options for the employee's signature: one line is reserved for
employees who have read and agree with their draft job description; the other line is
reserved for employees who have read the draft class description and disagree with
certain parts, want to make changes, want to add or delete information, or have
general questions about the description and/or the process.
Task 1F – Develop Guide for Implementation of Changes and Draft Interim Report
A Draft Interim Report of the Classification Study will be completed and submitted to the
client for review and comment. The report will contain:
• A recommended classification plan.
• A classification implementation and maintenance manual, including documentation
regarding study goals and objectives, classification methodology, approach, and
process, as well as analysis and resulting recommendations.
• The recommended allocation list, and classification title changes.
• Classification concepts and guidelines, as well as distinguishing characteristics and
other pertinent information for implementation and continued maintenance of the
pay plan.
Once we have received the city’s comments regarding the Draft Interim Report and have
made any necessary changes, a Final Classification Report will be developed that is
compliant with State and Federal Regulations.
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Phase 2 Compensation Component
This Section of the study will result in the development of labor market survey parameters
and the collection and evaluation of labor market survey data. The findings from the
compensation component will be reviewed and analyzed to look for areas of possible
improvement. Paypoint HR will create a pay structure that meets the city’s objectives. We
will give the city perspective on the economic impact adoption of the recommendations will
have on the city. This will make the factors for implementation clear and help anticipate
needed steps to meet the overall goals.
Task 2A – Identify Benchmark Positions and External Survey Comparator List
Task 2A of the compensation portion of the study will include identifying benchmark job
positions and identifying a mutually agreed upon list of external comparators to be
included in the external survey. To complete this, the following steps will be taken:
• Involving the Study Project Leaders and stakeholders as appropriate, in the decision-
making process.
• Agreement on which agencies are included PRIOR to beginning the study. Our
experience has shown that this is the most advantageous approach.
• Conducting a thorough review of all materials to date including employee database,
classification listing, interviews, compensation review, and meetings with the Project
Management Team. This will be closely followed by an exploration of the Project
Team’s overall strategic compensation vision.
• Thoroughly reviewing the various components of existing compensation plans and
policies as well as the regulatory environment surrounding compensation.
• Identifying highly competitive positions within the organization and customizing the
survey where appropriate.
• Reviewing and discussing how a compensation program might be designed to
support the organization’s business strategy and organizational objectives.
• Confirming and discussing the Project Team’s preferred percentile placement within
the marketplace.
• Acknowledging the organization’s policy with respect to internal pay equity and
employee perceptions of fairness.
• Addressing the Project Team’s philosophy with respect to employee retention
including the role compensation plays in retention issues.
• Reviewing the Project Team’s philosophy with respect to fiscal sensitivity and
flexibility.
“Benchmark classes" are normally chosen to reflect a broad spectrum of class levels. The
positions that are selected normally include classes that are most likely to be found in other
similar agencies and will therefore provide a sufficient and valid sample for analysis.
Benchmark positions should encompass the entire range of positions from the beginning of
the pay ranges to the end. There should be a number of positions equally interspersed
among the pay scale. Positions that have been difficult to attract and retain excellent
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employees should be included. Paypoint HR will offer information and examples for the
Project Leaders to consider, which will provide a measurable, rational, fact-based
methodology to determine the relative job worth within the organization (as required by the
EEOC).
Figure 6 - Illustration of Economic Variance Using the Client as the Baseline
Paypoint HR will conduct an economic analysis of regional organizations to identify a
preliminary unbiased list of appropriate comparators. The purpose of this step is to ensure
the worthiness and legitimacy of using these organizations to develop recommendations.
This adds validity to the findings and yields defensible results. We will keep in mind the
Project Team’s criteria on such factors as degree of competition for obtaining and retaining
candidates for high quality staff, their location in the city’s traditional recruitment areas,
and their level of service. Paypoint HR uses objective parameters to determine the
legitimacy of findings. Below is a list of possible criteria to consider when selecting
organizations to be sampled:
Sample List of Selection Criteria
Median Housing Price Unemployment Rate
Median Household Income Labor Force Participation Rate
Cost of Living Adjustment Proximity
Population
Each organization considered is given a variance score related to data points and an
aggregate variance score is created. This will help identify the organizations whose results
will provide validity to the study. Upon identifying benchmark positions and the selected
comparators, Paypoint HR will then create the document for surveying the selected
organizations and conduct the external survey.
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Task 2B – Design and Distribute Survey
In Task 2B of the study, it is anticipated that the creation and distribution of the external
survey will take place. This analysis will include a detailed concise presentation of data to
be collected. The survey will include job titles along with a summary of each position. This
approach allows respondents to compare job description to job description and not just job
titles, therefore ensuring true "matches” from the survey respondents.
Paypoint HR will send the survey to all comparators and if necessary, complete Freedom of
Information Act (FOIA) requests. We conduct all of the survey distribution, data collection,
and analysis ourselves to ensure validity of the data and to enforce quality control. While
there is an industry standard of 5-15% response rate for surveys, Paypoint HR typically
receives 25-40% response rates. While the surveys are out for distribution, Paypoint HR will
further examine the existing compensation environment to establish a baseline and keep in
contact with the Project Team.
Task 2C – Collect and Analyze Survey Data
Figure 7 – Sample of Job Summaries in External Survey
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Following the distribution of the surveys, Paypoint HR will collect the data and conduct an
in-depth review of the survey results with the Study Project Leaders, as appropriate. The
purpose of this review is to identify any additional information needed or areas that require
further analysis. Paypoint HR will examine salary spread for all grades, ladders between
grades, and identify the possibility of positions being compensated differently than
intended from the existing plan. We will examine the distribution of employee salaries to
highlight challenges and conduct an analysis of wage compression using Paypoint HR’s
proprietary statistical processes, if requested. Positions that contribute to compression are
specifically identified for adjustment.
Figure 8 - Baseline Analysis of Client's Workforce
Task 2D – Internal Relationship Analysis and Alignment
To determine recommendations for internal equity, considerable attention will be given to
this phase of the project. It is necessary to develop an internal position hierarchy based on
the organizational value of each classification. By reviewing those factors, we will make
recommendations regarding vertical salary differentials between classes in a class series (if
recommended), as well as across departments.
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Figure 9 - Sample Internal Compression Analysis
Position Classification CFS
Score
Assistant City Manager 787.8
Police Chief 517.1
Fire Chief 445.8
Utilities Director 374.4
Chief Financial Officer 353.5
Public Works Director 329.4
Development Services Director 229.5
Human Resources Director 215.3
Neighborhood & Community Services Director 212.4
Parks & Recreation Director 210.2
Figure 10 - Sample of Compensable Factor Score Results
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Paypoint HR analytically develops an internal hierarchy based upon the job analysis
responses. The goal of this critical step of the process is to address any internal equity
issues and concerns with the current compensation system. We look for compression and
inconsistencies. Our quantitative tool, Compensable Factor Score (CFS) system, allows us to
objectively compare between certain classifications.
We will create a sound and logical compensation structure for the various levels within each
class series, so that career ladders are not only reflected in the classification system but
also in the compensation system. The recommendations will contain pay differentials
between levels that allow employees to progress on a clear path for career growth and
development. Career ladders will be looked at both vertically and horizontally to mirror the
classification structure that was developed during the classification section of the study.
Paypoint HR’s Compensable Factor Score (CFS) formulation provides a framework to
construct an unbiased internal hierarchy of positions.
Figure 11 - Compensable Factor Score Example
The internal hierarchy is correlated with the findings of the external market, external
equity, by using Paypoint HR’s non-linear statistical algorithm. A 90% or greater correlation
is typical, lending to confidence that both the internal and external equity are sound and
appropriate.
28
Paypoint HR may choose to supplement the survey data with information from our own
internal library. This helps to identify outliers and get a pulse on how the study results
compare to the market.
Figure 12 - Sample Comparison of Internal / External Hierarchy
Task 2E – Preparation of Draft Report
Depending on the data developed from the internal analysis, we will review and make
recommendations regarding internal alignment of your salary structures including
combining or expanding groups or salary scales. We will develop recommendations for pay
grades and salary ranges for all classifications based typically on median salaries from the
comparable agencies based on the organization’s overall compensation philosophy and
policy. We will also analyze any pay compression issues to ensure internal equity, if
requested.
• We will conduct a competitive pay analysis using the market data gathered to assist
in the determination of external pay equity and the recommendation of a new base
compensation level for each classification studied.
• We will conduct a comparative analysis to illustrate the relationship between current
pay practices and the newly determined market conditions. We will also develop
$0.00
$10.00
$20.00
$30.00
$40.00
$50.00
$60.00
$70.00
$80.00
$90.00
0 100 200 300 400 500
Ma
r
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e
t
C
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m
p
e
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s
a
t
i
o
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(
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e
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t
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)
CFS Score (Job Analysis Questionnaire)
29
solutions to address pay equity issues. Our analysis includes information regarding
the financial impact of addressing pay equity issues for the city. The result is
intended to create a market adjustment and implementation strategy supporting
your goals, objectives, and budget considerations.
Positions will be categorized in a compensation ratio or “Compa-ratio” relating actual pay
rates to market rates to determine if they are in-line with the external market. Positions will
be classified by their Compa-ratio and determined to be either below, at, or above the
market rate. We use these findings to make corrections to pay for each position which
allows for fiscal impact analysis of recommendations.
Engineering
Technician
II
Engineering
Technician
III
Engineering
Technician
IV
Foreman
Market
Percentiles
20% $32.31 $36.30 $39.16 $39.56
25% $32.96 $37.10 $40.05 $40.47
30% $33.67 $37.90 $40.93 $41.35
… … … … …
70% $38.82 $43.74 $47.25 $47.75
75% $39.45 $44.47 $48.06 $48.56
80% $40.27 $45.42 $49.10 $49.62
Mean $36.36 $40.95 $44.23 $44.69
Compa-
Ratio -5.0% -6.9% -2.4% -8.1%
Figure 13 - Sample Compa-Ratio Results by Job Title
The Draft Final Report will be completed and submitted to the Study Project Leaders for
review and comment. The report will provide detailed compensation findings,
documentation, and recommendations. The report will include the following information:
• A proposed Salary Range/Plan document.
• Any alternative compensation plans identified.
• Reports addressing employees whose base pay either is below or exceeds the market
rate.
• The option to implement the recommended plan in phases.
30
After an initial round of feedback from the Study Project Leaders, we will make edits and
resubmit the draft to the Project Team for review and approval. Final meetings with the
Project Team and stakeholders will be conducted and any final adjustments are made prior
to delivery of the final report to the appropriate stakeholders. Once all questions and
concerns are addressed, a Final Report will be created and submitted in a bound format and
electronic format.
Full-Time Positions Substantially Below Market (Compa-Ratio % Diff< -10%)
Accreditation Manager Human Resources Manager
Assistant Fire Chief IPP Administrator
Benefits Manager Lead Code Enforcement Officer
Communications Manager Structural Plan Reviewer
Executive Assistant System Administrator
Full-Time Positions Below Market (-10% < Compa-Ratio % Diff < -5%)
Accounting Manager Code Enforcement Officer
Agenda Coordinator Communications Supervisor
Assistant City Attorney II Crime Scene Investigation Supervisor
Building Maintenance Superintendent Cross Connect Control Specialist I
Chief Parking Facilities Administrator Data Analyst Accreditation Manager
City Manager Deputy City Clerk
Figure 14 - Sample External Market Results Summary
Task 2F – Deliver Final Report and Deliverables for Implementation
Paypoint HR typically works on tight schedules that demand extensive communication. We
first listen to our clients to understand their specific needs and then create
recommendations that fulfill the purpose of the study. Our final report reviews the city’s
background as related to the study and conveys complex concepts clearly and concisely. We
feel this is one of our strongest attributes. An area of communication where we particularly
excel is in the ability to communicate with employees at all levels of education and
background. The concepts covered during employee outreach are reflected in the final
report, as appropriate. This improves morale as the employees feel valued by knowing they
have been heard. We are a liaison and have discovered opportunities and issues that would
not have otherwise been utilized or addressed.
31
The final report includes an Executive Summary that summarizes the study methodology
and gives recommendations for consideration by the city. The report highlights specific
areas where an opportunity exists to improve the city’s Classification and Compensation
programs. The strategic position of the existing plan is reviewed in relation to the findings
and shows comparisons. Recommendations that affect the city’s budget are reviewed and
their financial impacts are projected to ensure the city is able to support them. The Final
Report is developed in a way that is relevant to the current market as well as allowing the
city to make a long-term strategic plan for attracting and retaining staff. The work product
includes steps for implementation, training, and ongoing administration.
Our recommendations have been well received by our audiences. We have developed valued
relationships and are considered by our clients and their employees as a trusted advisor. We
welcome the opportunity to work with the city to prove ourselves as an excellent service-
oriented firm.
Figure 15 - Sample of Study Recommendations
32
Summary of List of Standard Deliverables
• Kick-off meeting with Project Team and collaborative development of the Project
Communication Plan.
• Project planning and methodology.
• Briefing Sessions with All Employees to go over the scope of the project, their role,
and to give directions on how to complete the job analysis.
• Job Evaluation report completed using scores from job analysis responses.
• Comparator Analysis reports to identify localities that compete for labor with the
city.
• Development of agreed benchmark positions.
• External Market Survey for comparators with benchmark job titles and short job
summaries.
• Update of Job Descriptions, where applicable, to include FSLA, EEO, and ADA
compliance (sample provided upon request).
• Creation of Recommendations for Reclassifications report, including job title
simplification.
• Development of a Compensable Factor Scoring System tailored to the city for use
and maintenance of job evaluations and internal equity.
• Development of training for ongoing administration and implementation along with
supporting materials and manual.
• Development of a salary structure based on the survey findings and job evaluations.
• Survey finding reports showing options for strategic position as compared to
current position.
• Fiscal Impact report showing costs associated with the selected strategic market
position.
• Cumulative Final Report for presentation which shows methodology, procedures,
development of findings, work product deliverables, and the financial impact of
recommendations.
Implementation
Communication with the Project Team and key stakeholders are described at each step in
the process of our project methodology. We consider our audience for implementation to be
the Project Team, managers, and employees. We have tailored our process to involve each at
the appropriate times. We incorporate meetings, frequently asked questions,
questionnaires, informal appeals, reviews and feedback sessions. Various media is used
during the project to convey changes. We include online access to information, written
communication, forms, face-to-face meetings, electronic communication, as well as virtual
meetings.
Weekly progress reports will be provided to the Project Team. Paypoint HR will also provide
the Project Team status reports every two weeks and as requested. We keep our clients fully
abreast of all activities that Paypoint HR undertakes during our projects to ensure timely
completion and to short-circuit any issues that may arise.
33
• Paypoint HR provides forms for discussions with personnel regarding how the
changes affect them individually.
• We create Job Discussion Request (JDR) and Job Discussion Guide (JDG) forms for
employees and their supervisors to complete and submit to the Human Resources
department. While employees may not always agree with our recommendations, they
have a "second chance" to ensure that they have been heard and to continue the
educational process regarding why specific recommendations were made.
• A manual of instructions and training materials regarding the administration of the
proposed compensation system.
• A list of implementation issues, schedules, fiscal impact statements, cost
projections, and communications surrounding our recommendations.
• A guide for rules, policies, and procedures for you in implementing, managing, and
maintaining the compensation system.
• Train the trainer sessions.
• Customized software, unique for each client based on the results of the study, and
support plan options.
34
Tentative Timeline
Our professional experience is that comprehensive studies of this scope and for this size
organization take no more than 16 weeks to complete, allowing for adequate position
vantage point completion, interview time, classification description development,
compensation data collection and analysis, review of steps by the client, the development of
final reports, and any appeals.
The project will be delivered in two phases — Phase 1: Classification and Phase 2:
Compensation — totaling approximately 240 professional hours. Key activities include
project kickoff, job analysis, classification development, salary survey and market
benchmarking, internal equity review, and preparation of final deliverables. A customized
project schedule will be finalized with the City at kickoff to reflect internal availability,
review windows, and key decision points, ensuring that the process is both rigorous and
responsive to City needs.
Throughout the project, Paypoint HR will provide timely written progress reports and
schedule interim updates to the Project Team to ensure transparency and alignment. We
believe that consistent communication is critical to keeping the project on schedule and
addressing any emerging issues quickly and collaboratively.
Figure 16 - Tentative Project Timeline
Month Phase Tasks & Milestones Estimated
Hours
January
2026
Phase 1
Tasks A–B
- Project kickoff and stakeholder meetings
- Review existing documentation and organizational
data
- Initiate job analysis process
29 hrs
February
2026
Phase 1
Tasks C–E
- Complete job analysis collection from staff
- Evaluate and classify positions
- Begin drafting job descriptions and policy
documents
42 hrs
March
2026
Phase 1
Task F
Phase 2
Tasks A–C
- Finalize classification plan and interim report
- Identify benchmark positions and survey
comparators
- Distribute and collect compensation surveys
- Begin market and internal pay analysis
92 hrs
April
2026
Phase 2
Tasks D–F
- Complete compensation analysis
- Draft and finalize reports
- Deliver presentations and implementation
materials
77 hrs
35
Work Examples
36
37
38
39
40
41
42
43
44
45
Cost Proposal
PHASE 1 Classification Component
Task Hours
A Project Start and Initial Meetings 10
B Baseline Data Collections & Initial Analysis 19
C Job Analysis Collection/Completion 22
D Job Evaluation and Classification Development 19
E Draft Job Descriptions and Policy Guides 1
F Develop Guide for Implementation of Changes and Draft Interim Report 15
Subtotal Professional Hours 86
PHASE 2 Compensation Component
Task Hours
A Identify Benchmark Positions and External Survey Comparator List 10
B Design and Distribution of Survey 19
C Collect and Analyze Survey Data 48
D Internal Relationship Analysis and Internal Alignment 32
E Preparation of Draft Report 26
F Deliver Final Report and Work Products for Implementation 19
Subtotal Professional Hours 154
Total Estimated Hours of Phase 1 & Phase 2 240
The standard consulting rate for the senior personnel listed, consistent with the Federal
GSA schedule, is $125 per hour of service. The total, firm-fixed price fee would be $30,000.
Regular invoices, including a thorough delineation of services rendered, would be on a net
30-day basis. Paypoint expects support from the client in communication with key staff,
setting up meetings, and providing meeting resources, as well as establishing reporting
relationships, milestones, and timelines.
Provisions to Other Agencies: Paypoint HR agrees to make available to other Government
agencies, departments, and municipalities the prices submitted in accordance with said
terms and conditions therein, should any said governmental entity desire to buy under the
terms of the proposal.
1
City Council Action Request
7.I.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title 2026 Pay Plan and Benefits Non-Union - Revised
Staff Recommendation Approve Resolution 2026-011 adopting the 2026 Pay Plan and
Benefits for non-union employees.
Budget Implication The budget increase will be funded by saving $10,000–$12,000 through reduced weekend range
hours, with the balance covered by projected revenue from the MN Permit to Carry course.
Attachments 1. Memo - Non-Rep Pay Plan
2. 2026 Non-Rep Pay Plan Resolution 2026-011
3. Copy of Appendix A- 2026
Background
It was brought to the attention of the FOC Chair (City Administrator Levitt) that the current HERO
Center Manager was a finalist for a similar position in the south metro. After evaluating the
potential loss of the Manager and the current labor market to recruit and find equivalent talent,
it was determined that an effort should be made to retain the employment of the current HERO
Center Manager. The HERO Center Manager position is a unique position in local government
and has not had many comparable salaries to evaluate across the state. Given there are not
many salary comparisons for the position and newest posting of a similar facility provides
additional benchmarking for the position’s salary. Mr. Anselment has been with the HERO
Center since the start of operations for the facility, has guided the operations through COVID,
developed the staff that work at the facility, built relationships with law enforcement across the
metro, negotiated contracts, developed marketing materials and diversified the revenue
opportunities for the facility. Given all these reasons, it is highly valuable to retain Mr. Anselment.
Staff is recommending that the position be reclassified from grade 20 to grade 22 of the City of
Cottage Grove 2026 Non-represented Pay Plan. It is further recommended that the HERO
Center Manager be slotted in step 6 of grade 22 and be given a $250 monthly vehicle allowance.
The cost of these proposed changes amount to about $21,921 in 2026.
A portion of this increase ($10,000 to $12,000) will be covered by the reduction in range hours
by two hours each weekend that was discussed during the December 16th FOC meeting. The
remaining portion can be covered potentially with revenue from the MN Permit to Carry course
that is currently under development.
The FOC met on December 29th and unanimously approved the recommended pay grade
change and car allowance.
Action Requested
Consider approving Resolution 2026-011 adopting a 2026 Pay Plan and Benefits for employees
not covered by a labor contract for the City of Cottage Grove.
To: Honorable Mayor and City Council Members
Jennifer Levitt, City Administrator
From: Joe Fischbach, HR Manager
Date: December 30, 2025
Subject: HERO Center Manager Pay Adjustment
RESOLUTION 2026-011
ARTICLE I. PAY SCHEDULE
Section 1. Attachment A setting forth fifteen grades and seven steps is hereby
adopted as the City's pay schedule for non-represented employees starting
January 1, 2026. The plan incorporates a 3% COLA and a 3% market
adjustment. These adjustments cover all non-represented regular, full and part-
time employees who are not subject to a bargaining contract for 2026, as defined
by the City Council through the Non-Represented Pay Plan.
Section 2. The positions covered by this resolution are hereby classified into
grades as follows on the pay schedule shown in Attachment A.
Section 3. For those employees appointed to full-time regular status, normal
progression through the pay steps, as set forth in Attachments A will be as
follows:
Beginning - Step 1
6 Months - Step 2
1 Year - Step 3
2 Years - Step 4
3 Years - Step 5
4 Years - Step 6
5 Years - Step 7
Be it provided, however, that based on other job-relevant factors (including but
not limited to recruitment needs, market comparability, pay equity considerations,
and performance), the City Administrator may recommend the placement of an
employee at a step other than that indicated by the above usual schedule.
Be it further provided that the City Administrator is authorized to recognize and
reward meritorious performance by increasing an employee's compensation one
additional step on any anniversary adjustment. However, such extraordinary
increases shall not be extended more than two times during the initial five years
of employment.
In addition, the City Administrator is authorized to defer step pay increases
and/or annual pay adjustments based on poor performance. An employee’s
performance must be recognized as satisfactory in order to be eligible for pay
increases.
coverage, or additional benefits allowed under the City’s flexible benefits plan. All
new employees who work an average of thirty-one (31) hours per week or more
must enroll in a minimum of single medical coverage.
Policy. For 2026, the Public Safety Director, Police Captains, Fire Chief and
Deputy Fire Chief shall be issued City vehicles. The Public Works Director and
City Engineer will receive a $350 per month car allowance. The HERO Center
Manager will receive a $250 per month car allowance.
ARTICLE VIII. EFFECTIVE DATE
AMENDMENTS
Resolution No. 2026-011 on
1/7/2026. The resolutions amending the pay plan are listed below, and these
amendments have been incorporated into the pay plan.
Resolution No. 2022-073 Adopting 2022 Pay Plan and Benefits, with
added positions, for employees not covered by a labor contract for the City
of Cottage Grove.
Resolution No. 2022-108 Adopting 2022 Pay Plan and Benefits, with
reclassifications, for employees not covered by a labor contract for the
City of Cottage Grove.
Resolution No. 2022-171 Adopting 2023 Pay Plan and Benefits, with
reclassifications, for employees not covered by a labor contract for the
City of Cottage Grove.
Resolution No. 2023-014 Adopting 2023 Pay Plan and Benefits, with
reclassifications, for employees not covered by a labor contract for the
City of Cottage Grove.
Resolution No. 2023-164 Adopting 2024 Pay Plan and Benefits, with
reclassifications, for employees not covered by a labor contract for the
City of Cottage Grove.
Resolution No. 2024-035 Adopting 2024 Pay Plan and Benefits, with
reclassifications, for employees not covered by a labor contract for the
City of Cottage Grove.
Resolution No. 2024-166 Adopting 2025 Pay Plan and Benefits, with
reclassifications, for employees not covered by a labor contract for the
City of Cottage Grove.
Resolution No. 2025-185 Adopting 2026 Pay Plan and Benefits, with
reclassifications, for employees not covered by a labor contract for the
City of Cottage Grove.
th day of January 2026.
Appendix A
2026 NON-REPRESENTED PAY PLAN
Level Title MIN - 1 2 3 MID - 4 5 6 MAX - 7
80%83%87%90%93%97%100%
X03 City Administrator 95.99 99.59 104.39 107.99 111.59 116.39 119.99
X02 Finance Director 78.42 81.36 85.29 88.23 91.17 95.09 98.03
X02 Public Safety Director
X02 Public Works Director
X01 Community Development Director 67.87 70.41 73.80 76.35 78.89 82.29 84.83
X01 Park & Rec Director
X01 Fire Chief
X01 Police Captain
X01 City Engineer
X01 Deputy Public Works Director- Utilities
23 63.13 65.50 68.66 71.03 73.39 76.55 78.92
22 Assistant City Engineer 58.72 60.93 63.86 66.06 68.27 71.20 73.41
Assistant Finance Director
Deputy Fire Chief
IT Manager
HERO Center Manager
21 Chief Building Official 54.60 56.65 59.38 61.43 63.48 66.21 68.25
21 Communications Manager
21 Fleet & Facilities Manager
21 Human Resources Manager
21 Superintendents
20 Economic Development Manager 50.80 52.70 55.24 57.14 59.05 61.59 63.49
20 Project Engineer
20 Recreation Facilities Manager
20 Recreation Services Manager
20 River Oaks General Manager
20 Systems Administrator
19 Assistant to City Administrator 47.26 49.03 51.39 53.17 54.94 57.30 59.07
19 River Oaks Superintendent
19 Senior Building Inspector
19 Senior Planner
19 City Clerk
18 Management Analyst 43.94 45.59 47.79 49.44 51.08 53.28 54.93
18 Records Manager
17 Accountant 40.89 42.42 44.47 46.00 47.54 49.58 51.11
17 Building Inspector
17 Golf Assistant Superintendent
17 Graduate Engineer
17 IT Technician
17 Planner
17 Human Resources/Payroll Specialist
17 HERO Center Facility Operations Specialist
17 Building Permit Technician Coordinator
17 Criminal Analyst
17 Recreation Supervisor
16 Code Enforcement Officer 38.02 39.45 41.35 42.78 44.20 46.10 47.53
16 Marketing/Communications Specialist
16 Food & Beverage Manager
16 Golf Professional
16 Assistant Arena Manager
15 Accounting Specialist 35.37 36.70 38.46 39.79 41.12 42.89 44.21
15 Administrative Training Coordinator
15 Management Assistant
15 Records Coordinator
15 Associate Planner
15 Executive Chef
15 Utility Billing Specialist
15 Recreation Specialist
15 Building Permit Technician
15 Investigative Aide
14 Admin Secretary- Public Works 32.91 34.15 35.79 37.02 38.26 39.90 41.14
14 Records Specialist
14 GIS Technician
14 Events Manager
14 Community Development Assistant
14 Engineering Technician
13 Secretary / Administrative Assistant 30.61 31.76 33.29 34.44 35.59 37.12 38.27
13 Administrative Technician- Fleet
13 Utility Billing Clerk
12 Office Assistant II 28.48 29.55 30.98 32.04 33.11 34.54 35.61
Finance Assistant II
Administration Specialist
1
City Council Action Request
7.J.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title Public Purpose Expenditure Policy
Staff Recommendation Adopt Resolution 2026-001, approving the public purpose
expenditure policy for 2026 as presented.
Budget Implication N/A
Attachments 1. Memo Public Purpose Policy
2. Resolution 2026 Public Purpose Policy
To:
From:
Date:
Subject:
Background/Discussion
Recommendation
CITY OF COTTAGE GROVE, MINNESOTA
A RESOLUTION APPROVING THE PUBLIC PURPOSE
EXPENDITURE POLICY
FOR 2026
Council believes the benefits of attracting, retaining and motivating employees through
an Employee Recognition Program support employee job satisfaction, which in turn
impacts cooperation and productivity. The result is to provide excellent public and
customer service to better serve the interests of the citizens of the community.
The Employee Recognition Program is considered “additional compensation” for work
performed by employees but is entirely dependent on receiving funding from year-to-
year. No provisions of this policy, or its administration, shall be subject to review under
the grievance or arbitration provisions of any collective bargaining agreement.
The Program may include:
employees through enhancing job satisfaction, but can also serve as a marketing
tool for the applicable City operation.
7. The City supports the allocation of up to $250.00 for a cake and beverages in
recognition of long-time service or retirement of employees, volunteers or elected
officials.
The cost of the elements of the Employee Recognition Program will be included as a
separate line item in the City of Cottage Grove Community and Employee Programs
Budget. This line-item will be approved annually by the City Council as part of the
overall budget process.
B. Employee Wellness and Safety Programs
The City Council recognizes the importance of employee fitness and health as it relates
to the overall work and life satisfaction of the employee and the overall impact on the
City’s health insurance program. As such, the City Council supports the Employee
Wellness Program, which has been designed to educate employees on fitness/health
issues.
The Employee Wellness Program is considered “additional compensation” for work
performed by employees but is entirely dependent on receiving funding from year to
year. No provisions of this policy, or its administration shall be subject to review under
the grievance or arbitration provisions of any collective bargaining agreement.
The cost of the Employee Wellness Program will be included as a separate line item in
the City of Cottage Grove Community and Employee Programs Budget. This line-item
will be approved annually by the City Council as part of the overall budget approval
process.
The Employee Safety Program is funded by the self-insurance budget. The City
supports programs created by the Central Safety Committee to promote and retain a
safe work environment.
The City of Cottage Grove will provide employees access to exercise equipment for use
at City Hall and Central Fire Station, subject to the employees meeting the requirements
of the exercise room policy.
C. Meeting Food/Meals
The City Council recognizes that situations in which City business needs to be
discussed can and do occur during meal hours (i.e. luncheon meetings). In addition,
there are public and employee meetings and events in which reasonable refreshments
may be necessary to create a more productive environment and to be responsive to
participants’ time schedules. The following items are deemed to meet the Council
definition of public purpose expenditures in regards to food and meals.
1. Meals and refreshments are allowed at City meetings and events that have a
purpose of discussing City issues. These meetings would normally have a pre-
planned agenda.
2. Meals and refreshments are allowed at employee meetings and events that have
a purpose of discussing City issues or are a part of an employee training. These
meetings would also normally have a pre-planned agenda. These meetings could
include new employee receptions to introduce new employees to existing
employees, provide an orientation to the City, and promote teamwork and
cooperation. This does not include routine staff meetings.
3. Meals and refreshments are allowed when they are part of a
breakfast/lunch/dinner meeting for official City business when it is the only
practical time to meet. Usually these meals involve meeting with City Council
Members, Committee/Commission Members or business/civic organizations.
Payment for fees relating to a special event, such as the EDA golf tournament or
a Chamber of Commerce event may also be allowed when approved by the City
Administrator and when attendance is deemed to meet the public purpose
guidelines for community or customer outreach and marketing of the City.
4. Meals and refreshments may be provided during official meetings of the City
Council, City Advisory Boards/Commissions, and Taskforces that have purpose
of discussing City business. These meetings would normally have a pre-planned
agenda and be properly posted.
5. Travel expenses for employees are outlined in the Cottage Grove Personnel
Policy.
6. Meals and refreshments are allowed where employees or volunteers are
participating in a City-sponsored special event, participating in an outside event
as an official representative of the City, or working additional hours and where
the Department Head deems appropriate as recognition of efforts above those
normally required. Because emergency personnel are often called to perform for
extended periods of time and duties where refreshments are important to duty
performance, emergency response personnel may be provided refreshments or
food when it is deemed appropriate by the City Administrator or Department
Head to assure the delivery of quality emergency response service.
7. The City may pay for meals for employees at the Police and Fire annual award
dinners. Guests of employees are responsible for paying for their own meal.
Costs incurred by the City will come out of the respective Police and Fire
budgets.
8. No purchase of alcoholic beverages is allowed.
The cost of these meals or fees is included in the departments’ travel/training line-item
in the City of Cottage Grove budget. These line items are approved annually by the City
Council as part of the overall budget approval process.
Convention and Visitors Bureau (CVB),
etc. Employees may be supplied with uniforms, clothing, boots, and other gear
necessary for the performance of their job.
1
City Council Action Request
7.K.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title 3rd Quarter Donations 2025
Staff Recommendation Approve Resolution 2026-010 approving the 3rd Quarter Donations
for 2025.
Budget Implication N/A
Attachments 1. Resolution 3rd Quarter 2025 Donations
CITY OF COTTAGE GROVE, MINNESOTA
Received From Purpose Amount
1
City Council Action Request
7.L.
Meeting Date 1/7/2026
Department Finance
Agenda Category Resolution
Title Designate Depositories of City Funds
Staff Recommendation Approve Resolution 2026-002, Designating Depositories of City
Funds and Authorizing the Investment of Surplus Funds.
Budget Implication N/A
Attachments 1. RES 2026-002 Designating Depositories 2026
CITY OF COTTAGE GROVE, MINNESOTA
DESIGNATING DEPOSITORIES FOR CITY FUNDS AND AUTHORIZING THE
INVESTMENT OF SURPLUS FUNDS FOR 2026
1
City Council Action Request
7.M.
Meeting Date 1/7/2026
Department Finance
Agenda Category Resolution
Title Delegate Authority to Pay Certain Claims and Allow Electronic Fund
Transfers
Staff Recommendation Approve Resolution 2026-003, Delegating authority to pay certain
claims and allowing electronic fund transfer transactions.
Budget Implication N/A
Attachments 1. CC Memo Annual Finance Delegations 2026
2. RES 2026-003 Electronic Funds Transfer Transactions
To: Honorable Mayor and City Council Members
From: Brenda Malinowski, Finance Director
Date: January 7, 2026
Subject: Authority to Pay Claims and make Electronic Fund Transfers
Background
Recommendation
CITY OF COTTAGE GROVE, MINNESOTA
DELEGATING AUTHORITY TO PAY CERTAIN CLAIMS AND ALLOWING
ELECTRONIC FUNDS TRANSFER TRANSACTIONS
(iii) regular review of expenditure list by City Council at each meeting.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Cottage Grove, Minnesota as follows:
1.
2.
3.
Passed this 7th day of January 2026.
__________________________
Myron Bailey, Mayor
Attest:
___________________________
Tamara Anderson, City Clerk
1
City Council Action Request
7.N.
Meeting Date 1/7/2026
Department Economic Development
Agenda Category Resolution
Title Accept Donation - LSP
Staff Recommendation Adopt Resolution 2026-004, Accepting donation from LSP Cottage
Grove, LP to the Economic Development Trust Fund.
Budget Implication N/A
Attachments 1. Res 2026-004 LSP Donation
CITY OF COTTAGE GROVE, MINNESOTA
WHEREAS, in December 2025, LSP Cottage Grove, LP donated
$150,000 for the furtherance of economic development activities within the City;
and
WHEREAS, the City Council of the City of Cottage Grove, has established
an Economic Development Trust Fund.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of
Cottage Grove, County of Washington, State of Minnesota, accepts the donation
from LSP Cottage Grove, LP and designates that the funds be deposited into the
Economic Development Trust Fund.
Passed this 7th day of January 2026.
__________________________
Myron Bailey, Mayor
Attest:
___________________________
Tamara Anderson, City Clerk
1
City Council Action Request
7.O.
Meeting Date 1/7/2026
Department Parks and Recreation
Agenda Category Action Item
Title Community Garden SHIP Grant Application
Staff Recommendation Approve Statewide Health Improvement Partnerships grant
application to Washington County for $3,700.
Budget Implication Grant’s in-kind match requirement of 10% ($330) with staff time through the installation of
additional irrigation, fencing, and individual garden plots.
Attachments 1. 2026 Memo Cottage Grove Community Garden
To: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From:
CC:
Noah Ranem, Recreation Specialist
Zac Dockter, Parks & Recreation Director
Date: December 9, 2025
Subject: Washington County Statewide Health Improvement Partnership Grant Application
Introduction
The Statewide Health Improvement Partnership, SHIP, is a Minnesota-based grant that supports
opportunities for active living, healthy eating, and commercial tobacco-free living. It is funded through
MN Legislature and is implemented through locally identified partnerships. In Washington County,
access to healthy food for all people, particularly people from underserved communities, is a priority of
the SHIP grant. Supporting the development of an expanded community garden space is an effective
way to increase access to fresh & healthy local produce, as well as foster additional health benefits
from social connectedness, physical activity and spending time outdoors . Staff believe expanding the
established community garden plots at Meadowgrass Park strongly aligns with the grant priorities and
financial guidelines and has a high likelihood of being funded.
Background
Parks and Recreation staff have been working with local volunteer groups for multiple years on a
successful community garden program for residents. Often reaching participant capacity within days of
opening, the demand for fresh, affordable food is a continuously growing need in the community.
Expansion of the existing community garden plots would provide more residents with affordable food
access and greatly increase community engagement among a larger population of participants.
For the Meadow Grass Community Garden, the City of Cottage Grove will request $3,700 from SHIP to
be used towards purchasing of water supply parts (valves and pipes), fencing, tools, animal deterrent,
and soil correction products. The City will exceed the grant’s in-kind match requirement of 10% ($330)
with staff time through the installation of additional irrigation, fencing, and individual garden plots.
Staff Recommendation
Approve Statewide Health Improvement Partnerships grant application to Washington County for
$3,700.
1
City Council Action Request
7.P.
Meeting Date 1/7/2026
Department Administration
Agenda Category Action Item
Title Electrical Inspection Professional Agreement
Staff Recommendation Approve the Agreement for Professional Services with River
Heights Inspections, LLC for electrical inspector services to include
completion of plan reviews of electrical permits for commercial
properties.
Budget Implication Fees are assessed to the applicant.
Attachments 1. Council Memo_Approval of N Haehnel Agreement amendment ES EDITS
2. Amended Agreement for Electrical Contractor Services_River Heights Inspections Clean
12-20-25
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Andrew McLean, Chief Building Official
DATE: December 18, 2025
RE: Agreement for Professional Services – Electrical Inspection Services
Background
The current professional service agreement with the city’s electrical contractor includes
residential plan review and inspection and commercial inspections. The city has seen more
complex projects over the past year including the school district projects among others. To
ensure efficiency during inspections and alignment with the State Electrical Code, the service
agreement is being amended to include plan review of commercial electrical plans by the city’s
electrical inspector.
A plan review fee has been added to the fee table to cover the additional plan review time and
will be collected as part of the electrical permit.
Recommendation
Approval of the Agreement for Professional Services with River Heights Inspections, LLC for
electrical inspector services to include completion of plan reviews of electrical permits for
commercial properties.
Attachment
Electrical Services Agreement
To: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From: Paul Sponholz, PE, City Engineer
Date: December 18, 2025
Re: Resolution Creating Bridge Replacement Priority List
Discussion
Minnesota Rule Chapter 8810.8200 requires a resolution from the City Council prioritizing bridges
for replacement, major rehabilitation, or replacement to be considered for state and/or federal
funding. The Minnesota Department of Transportation maintains a statewide list of such bridges
for planning purposes including use at the Legislature to document statewide funding needs for
local bridge replacement.
To be eligible for state or federal funding, bridges need to meet certain criteria. One criterion is
for the bridge to have an LPI of less than 60. Regular inspections of the city bridges determine a
Local Planning Index (LPI) which measures the bridge’s condition on a 1-100 point scale, factoring
both the consequence of a service interruption and the probability of service interruption. Other
factors will automatically qualify a bridge for state or federal funding, even if the LPI is still above
60. Examples of these other criteria are a one-lane configuration or not meeting minimum
clearance. Based on inspections of the city bridges, the following bridges are qualified for
replacement or rehabilitation. They have been included in the city’s 2026-2030 Capital
Improvement Program.
Bridge No. 82514, 103rd Street under the BNSF railroad is a steel girder railroad structure. While
it was constructed in 2008 and is in fair condition, the vertical clearance under it is only 10’4”,
significantly less than the current minimum clearance standard of 14’6” and the desired clearance
standard of 16’4”. It is frequently impacted by traffic. While LPI does not apply to railroad bridges,
its low clearance and poor roadway approaches make it eligible for replacement.
Bridge No. L8159, Grey Cloud Trail over the river channel, is a steel truss structure built in 1933
and rehabilitated in 1992, has only one lane on the bridge, and is frequently overtopped during
flooding. While its LPI is 60, its one-lane deck qualifies it for replacement.
The Southwest Arterial Planning Study completed in 2020 has identified both bridges as major
barriers that limit transportation in the area.
Recommendation
It is recommended the City Council adopt Resolution 2026-007 creating a Prioritized Bridge
Replacement List.
CITY OF COTTAGE GROVE
RESOLUTION CREATING BRIDGE REPLACEMENT PRIORITY LIST
WHEREAS, the City of Cottage Grove has reviewed the pertinent data on bridges
requiring replacement, rehabilitation, or removal, supplied by local citizenry and local units
of government; and
WHEREAS, the City of Cottage Grove has identified those bridges that are high
priority and that require replacement, rehabilitation, or removal within the next five years;
NOW, THEREFORE BE IT RESOLVED that the following bridges are high
priorities for replacement, major rehabilitation, or removal, and the City of Cottage Grove
intends to replace, rehabilitate, or remove these bridges as soon as possible when funds
are available; and
Old
Bridge
Number
Road Name
and Crossing
LPI
(1)
Total
Project
Cost
State
Bridge
Funds
Requested
Federal
Funds
Local or
State Aid
Funds
Proposed
Construction
Year
82514 103rd St under
BNSF RR
NA $8,000,000 $4,000,000 $0 $4,000,000 2030
L8159 Grey Cloud
Trail over
River Channel
60 $4,000,000 $4,000,000 $0 $0 2030
(1) Local Planning Index (LPI) is a measurement of the bridge’s condition on a 1-100
point scale, factoring both the consequence of a service interruption and the
probability of service interruption. One criterion to qualify a bridge for funding is an
LPI less than 60. Bridges 82514 and L8159 qualify due to another criterion. Bridge
82514 does not meet minimum clearance standards. Bridge L8159 has a National
Bridge Inventory rating of 2 for Deck Geometry, due to the one-lane configuration.
These factors qualify the bridges for funding in lieu of LPI.
BE IT FURTHER RESOLVED that the City of Cottage Grove does hereby request
authorization to replace, rehabilitate, or remove such bridges.
Passed this 7th day of January, 2026.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
1
City Council Action Request
7.R.
Meeting Date 1/7/2026
Department Engineering
Agenda Category Action Item
Title 80th St Rehabilitation Project - Approve Plans and Specifications
and Authorize Bidding
Staff Recommendation Adopt Resolution 2026-006 approving the plans and specifications
and authorizing bidding for the 80th Street (TH 61 to Ideal Ave),
East Point Douglas Road (80th Street south to tee intersection), and
TH 61/80th Street Interchange Rehabilitation project.
Budget Implication $13,431,084.85 - federal grants, TIF funds, MnDOT and Washington County funds, water and
sewer utility funds, assessments, and State Aid funds.
Attachments 1. 1-Memo 80th Street Rehabilitation_approve plans and specs authorize bidding
2. 2-80th Street - Approve P&S Authorize Bidding Resolution
3. 3-2025-12-15 180-102-020 100% Submittal
To: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From: Paul Sponholz, PE, City Engineer
Date: December 22, 2025
Re: 80th Street (TH 61 to Ideal Ave), East Point Douglas Road (80th Street South to Tee
Intersection), and TH 61/80th Street Interchange Rehabilitation Project – Approve
Plans and Specifications and Authorize Bidding
Background
Included in the Capital Improvement Plan for 2026 is the rehabilitation of 80th Street from
Highway 61 to Ideal Avenue. On June 21, 2023, the City Council authorized a feasibility study
for 80th Street from Ideal Avenue to Highway 61. On April 16, 2025, the City Council approved
amending the scope of the feasibility study to include East Point Douglas Road from 80th Street
to the T-intersection near Arby’s.
The Minnesota Department of Transportation (MnDOT) was leading a project focused on
reconstruction of the entrance and exit ramps at the interchange of 80th Street and Highway 61
to be completed in 2027 or 2028. Through discussions between City and MnDOT staff, it was
decided to incorporate the interchange work into the 80th Street project and design, bid, and
build the projects as one package.
An Open House Meeting was held for assessed property owners on November 13, 2025. A
public hearing was held on the need for the project on December 3, 2025, after which the City
Council approved the Feasibility Report.
The plans are enclosed.
Discussion
Summary of Road and Infrastructure Improvements: The following is a summary of the road
and infrastructure improvements proposed for the project:
• Rehabilitation of 80th Street from Highway 61 to Ideal Avenue.
• Rehabilitation of East Point Douglas Road from 80th Street to the T-intersection.
• Reconstruction of the 80th Street & Highway 61 ramps and intersections by MnDOT.
• Aesthetic enhancements to the 80th Street interchange and landscaped medians.
• Signal upgrades throughout the project corridor.
• Constructing dual left turn lanes on 80th Street at the Hardwood Ave/East Point Douglas
Road signal.
Honorable Mayor, City Council, and Jennifer Levitt
• Lane modifications to southbound East Point Douglas Road at the Grove Plaza signal to
allow for two thru lanes.
Both 80th Street & East Point Douglas Road are referred to as rehabilitation projects, since
much of the curb, sidewalk, and median concrete are in good condition and will not be
replaced. Full replacement of the pavement is proposed throughout the project area.
Plans and Specifications:
Plans and specifications have been prepared in accordance with City standards and
specifications. The engineer’s estimate for the construction of the improvements included in the
bid is $13,431,084.85, of which $3,990,797.75 is the estimated cost of the MnDOT portion of
the project.
Project Funding: The project is funded with several sources, including a $5,000,000 federal
grant, TIF funds, MnDOT and Washington County funds, water and sewer utility funds,
$1,549,400 in proposed assessments, and the remaining from Municipal State Aid Funds.
Bidding: City staff recommend that the Council authorize bidding of the project. A bid date will
be set by staff.
Recommendation
It is recommended the City Council adopt Resolution 2026-006 approving the plans and
specifications and authorizing bidding for the 80th Street (TH 61 to Ideal Ave), East Point
Douglas Road (80th Street south to tee intersection), and TH 61/80th Street Interchange
Rehabilitation project.
CITY OF COTTAGE GROVE, MINNESOTA
RESOLUTION APPROVING THE PLANS AND
WHEREAS, plans and specifications have been prepared in accordance with
the City Standards and Specifications for the 80th Street (TH 61 to Ideal Ave), East
Point Douglas Road (80th Street South to Tee Intersection), and TH 61/80th Street
Interchange Rehabilitation Project; and
WHEREAS, a bid date will be set by City staff; and
WHEREAS, the City Engineer has presented such plans and specifications to
the City Council for approval.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of
Cottage Grove, County of Washington, State of Minnesota, approves the plans and
specifications and authorizes bidding for the 80th Street (TH 61 to Ideal Ave), East
Point Douglas Road (80th Street South to Tee Intersection), and TH 61/80th Street
Interchange Rehabilitation Project.
Passed this 7th day of January, 2026.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
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MINNESOTA DEPARTMENT OF TRANSPORTATION
CITY OF COTTAGE GROVE, MINNESOTA
TH 61 / 80TH STREET REHABILITATION
--- GOVERNING SPECIFICATIONS ---
THE 2025 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATION FOR CONSTRUCTION" SHALL GOVERN.
Approved: City of Cottage Grove Engineer
Date
Date
Date
Date
80TH STREET EB STA. 140+62.38
END S.P. 180-102-020
R Approved: Washington County Engineer
District State Aid Engineer:
Reviewed for compliance with State Aid and/or Federal Aid Rules/Policy
Approved for State Aid and/or Federal Aid Funding: State Aid Engineer
STATE PROJ. NO. 180-102-020 (80TH ST)
GROSS LENGTH 6897.97 FEET 1.306 MILES
BRIDGE LENGTH 290.27 FEET 0.055 MILES
EXCEPTION LENGTH FEET MILES
NET LENGTH 6897.97 FEET 1.306 MILES
LENGTH AND DESCRIPTION BASED UPON
PROPOSED 80TH STREET EB ALIGNMENT
MINN. PROJ. NO.CDS-NHPP 0061(355)
CONSTRUCTION PLAN FOR:GRADING, BITUMINOUS & CONCRETE SURFACING, RECLAMATION, ADA IMPROVEMENTS, SIGNALS, TMS, LIGHTING, AND BRIDGES #82019 AND #82020
SP 8205-159 LOCATED ON T.H. 61 AT 80TH STREET
SAP 082-639-008 LOCATED ON 80TH STREET (CSAH 39)FROM HADLEY AVENUE TO T.H. 61
SAP 180-020-015 LOCATED ON 80TH STREET (CSAH 39)AT BRIDGE #82020
SP 180-102-020 LOCATED ON 80TH STREET (MSAS 102)FROM T.H. 61 TO IDEAL AVENUE
SP 180-112-014 LOCATED ON EAST POINT DOUGLAS ROAD (MSAS 112)FROM 80TH STREET TO "TEE" INTERSECTION
MICHAEL WARNER
Design Engineer: I hereby certify that this plan was prepared by me or under my direct supervision, and that
I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.
Date License Number12/09/2025 44693
SHEET NUMBER SHEET TITLE
1 TITLE SHEET
2 LEGEND
3 GENERAL LAYOUT
4-8 STATEMENT OF ESTIMATED QUANTITIES
9 SOIL AND CONSTRUCTION NOTES
10-15 TABULATIONS
16-34 TYPICAL SECTIONS, DETAILS, & STANDARD PLANS
35 ALIGNMENT PLAN & TABULATIONS
36-46 PRIVATE UTILITY PLAN
47-57 REMOVAL PLAN
58-68 EROSION CONTROL AND TURF ESTABLISHMENT
69-71 STORMWATER POLLUTION PREVENTION PLAN
72-73 GRADING PLAN
74-77 UTILITY REPAIRS PLAN
78-81 STORM SEWER PLAN & PROFILE
82-102 CONSTRUCTION PLAN & PROFILE
103-117 INTERSECTION DETAILS
118-121 CONCRETE PAVING PLAN
122-153 SIGNAGE & STRIPING PLAN
154-208 SIGNAL PLAN
209-216 STREET LIGHTING PLAN
217-235 STREET LIGHTING DETAILS
236-242 LANDSCAPING PLAN
TC1-TC112 STAGING & TRAFFIC CONTROL PLANS
SZ01-SZ29 TRAFFIC MANAGEMENT SYSTEM
AP1-AP13 BRIDGE APPROACH PANEL PLANS
B1-B19 BRIDGES #82019 AND #82020
XS1-XS45 CROSS SECTIONS
THIS PLAN SET CONTAINS 460 SHEETS.
ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM AND BE INSTALLED IN
ACCORDANCE WITH THE LATEST "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
(MN MUTCD), INCLUDING THE LATEST "FIELD MANUAL" FOR TEMPORARY TRAFFIC CONTROL ZONE
LAYOUTS.
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
PROJECT LOCATION
CITY:COTTAGE GROVE
COUNTY:WASHINGTON
DISTRICT:METRO
FEETSCALE
0 800 1600
INDEX MAP
MAP OF THE
CITY OF COTTAGE GROVE
WASHINGTON COUNTY, MN
EAST POINT DOUGLAS ROAD NB STA. 10+37.69
END S.P. 180-112-014
RAMP G STA. 1002+82.24
BEGIN S.P. 8205-159
END S.P. 8205-159
RAMP E STA. 1023+77.30
STATE PROJ. NO. 180-112-014 (E PT DOUGLAS RD)
GROSS LENGTH 1056.04 FEET 0.200 MILES
BRIDGE LENGTH FEET MILES
EXCEPTION LENGTH FEET MILES
NET LENGTH 1056.04 FEET 0.200 MILES
LENGTH AND DESCRIPTION BASED UPON
PROPOSED EAST POINT DOUGLAS ROAD NB ALIGNMENT
STATE AID PROJ. NO. 082-639-008
GROSS LENGTH 598.82 FEET 0.113 MILES
BRIDGE LENGTH 244.83 FEET 0.046 MILES
EXCEPTION LENGTH FEET MILES
NET LENGTH 598.82 FEET 0.113 MILES
LENGTH AND DESCRIPTION BASED UPON
PROPOSED 80TH STREET EB ALIGNMENT
AGREEMENT NO. 1061897
CITY OF COTTAGE GROVE
SP 8205-159 (TH 61=003)
CDS-NHPP 0061(355)
METRO DISTRICT
Date
Approval: Director, Land Management
Date
Approved: State Design Engineer
Office of Land Management
SP 8205-159 (TH 61=003), SP 180-102-020,
SP 180-112-014, SAP 082-639-008, SAP 180-020-015
180TH STREET REHABILITATION
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY
QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL
WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE
38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING
AND DOCUMENTING EXISTING UTILITIES."
BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA. 0+16.84
8 9
17 16
T27N R21W
PROJECT LOCATION: TOWNSHIP 27N, RANGE 21W, SECTIONS 7, 8, 9, 16, 17, 18
EX. BRIDGE #82019
BEGIN S.A.P. 082-639-008
80TH STREET EB STA. 65+65.59
END S.A.P. 082-639-008
BEGIN S.P. 180-102-020
80TH STREET EB STA. 71+64.41
STATE PROJ. NO. 8205-159 (TH 61)
GROSS LENGTH 1995.84 FEET 0.378 MILES
BRIDGE LENGTH FEET MILES
EXCEPTION LENGTH FEET MILES
NET LENGTH 1995.84 FEET 0.378 MILES
REF PT 126+00.015 TO REF PT 126+00.393
LENGTH AND DESCRIPTION BASED UPON TH-61 SB ALIGNMENT
COTTAGE GROVE
WASHINGTON COUNTY
80TH STREET EB STA. 70+25.61
END S.A.P. 180-020-015
BEGIN S.A.P. 180-020-015
80TH STREET EB STA. 67+78.07
EX. BRIDGE #82020
DESIGN DESIGNATION
80TH ST (CSAH 39)80TH ST (MSAS 102)E POINT DOUGLAS RD
(MSAS 112)TH 61 RAMPS
SAP 082-639-008,
SAP 180-020-015 SP 180-102-020 SP 180-112-014 SP 8205-159
HADLEY AVE TO TH 61 TH 61 TO HINTON AVE HINTON AVE TO IDEAL AVE 80TH ST TO 1,000' SOUTH AT 80TH STREET
FUNTIONAL CLASSIFICATION MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL MINOR ARTERIAL
ADT (2026)19,618 23,760 13,630 19,400 9,964
ADT (2046)21,551 26,100 14,970 21,400 10,946
T (HEAVY COMMERCIAL)5.0%5.0%4.6%4.9%5.0%
PAVEMENT DESIGN 20-YR CONCRETE 20-YR BITUMINOUS 20-YR BITUMINOUS 20-YR BITUMINOUS 20-YR CONCRETE
R-VALUE (TONNAGE)N/A 45 (10 TON DESIGN)33 (10 TON DESIGN)25 (10 TON DESIGN)N/A
K-VALUE (PCI)150 N/A N/A N/A 150
NO. OF TRAFFIC LANES 4 4 4 4 1
NO. OF PARKING LANES 0 0 0 0 0
DESIGN ESALS (2046)3,478,000 3,478,000 1,783,000 2,755,000 3,478,000
DESIGN SPEED 35 MPH 35 MPH 35 MPH 30 MPH 35 MPH
BASED ON SIGHT DISTANCE STOPPING STOPPING STOPPING STOPPING STOPPING
HEIGHT OF EYE /HEIGHT OF OBJECT 3.5'/2'3.5'/2'3.5'/2'3.5'/2'3.5'/2'
DESIGN SPEED NOT ACHIEVED AT N/A N/A N/A N/A N/A
MRW
BJN
MJB
CONCRETE
GRAVEL
HATCH PATTERNS
GRADING INFORMATION
952
950
952
950
1:4
BITUMINOUS
F F F F
E E E E
G G G GXXXXXX
STORM SEWER RECTANGULAR CASTING
STORM SEWER CIRCULAR CASTING
STORM SEWER FLARED END / APRON
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
WATER BEND
PROPOSED TOPOGRAPHIC SYMBOLS
CLEANOUT
LIFT STATION
RIP RAP
OE OE OE OE
C C C C
DRAINAGE FLOW
ABBREVIATIONS
A ALGEBRAIC DIFFERENCE
ADJ ADJUST
ALT ALTERNATE
B-B BACK TO BACK
BIT BITUMINOUS
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICE
BR BEGIN RADIUS
BV BUTTERFLY VALVE
CB CATCH BASIN
C&G CURB AND GUTTER
CIP CAST IRON PIPE
CIPP CURED-IN-PLACE PIPE
CL CENTER LINE
CL.CLASS
CLVT CULVERT
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
COMM COMMUNICATION
CON CONCRETE
CSP CORRUGATED STEEL PIPE
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVEWAY
E EXTERNAL CURVE DISTANCE
ELEC ELECTRIC
ELEV ELEVATION
EOF EMERGENCY OVERFLOW
ER END RADIUS
ESMT EASEMENT
EX EXISTING
FES FLARED END SECTION
F-F FACE TO FACE
FF FINISHED FLOOR
F&I FURNISH AND INSTALL
FM FORCEMAIN
FO FIBER OPTIC
F.O.FIELD ORDER
GRAN GRANULAR
GRAV GRAVEL
GU GUTTER
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HH HANDHOLE
HP HIGH POINT
HWL HIGH WATER LEVEL
HYD HYDRANT
I INVERT
K CURVE COEFFICIENT
L LENGTH
LO LOWEST OPENING
LP LOW POINT
LT LEFT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MR MID RADIUS
NIC NOT IN CONTRACT
NMC NON-METALLIC CONDUIT
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OHW ORDINARY HIGH WATER LEVEL
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PE PERMANENT EASEMENT
PED PEDESTRIAN, PEDESTAL
PERF PERFORATED PIPE
PERM PERMANENT
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVMT PAVEMENT
R RADIUS
R/W RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
RET RETAINING
RSC RIGID STEEL CONDUIT
RT RIGHT
SAN SANITARY SEWER
SCH SCHEDULE
SERV SERVICE
SHLD SHOULDER
STA STATION
STD STANDARD
STM STORM SEWER
TC TOP OF CURB
TE TEMPORARY EASEMENT
TEMP TEMPORARY
TNH TOP NUT HYDRANT
TP TOP OF PIPE
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENT
WM WATERMAIN
AC ACRES
CF CUBIC FEET
CV COMPACTED VOLUME
CY CUBIC YARD
EA EACH
EV EXCAVATED VOLUME
LB POUND
LF LINEAR FEET
LS LUMP SUM
LV LOOSE VOLUME
SF SQUARE FEET
SV STOCKPILE VOLUME
SY SQUARE YARD
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGROUND COMMUNICATION
OVERHEAD ELECTRIC
OVERHEAD COMMUNICATION
OVERHEAD UTILITY
953.53
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROJECT LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
OC OC OC OC
OU OU OU OU
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
STA:5+67.19
980.87
NOTE:
EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR
651-454-0002.
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS
DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
UTILITIES IDENTIFIED WITH A QUALITY LEVEL :
LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL
EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A
UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-22.
UTILITY QUALITY LEVELS:
QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS.
RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES,
CONSTRUCTION PLANS, ETC.
QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND-HOLES, UTILITY VALVES AND
METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO
CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES.
QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND
COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS.
QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN
QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND
PROFILE INFORMATION.
G-A G-A
EXISTING UTILITY LINES
l l l l l l l l l l
>>>>>
>>>>>>>>>>>>>>>>>>>>
>>>>>
l l l l l l
l l l l l l l l l l l l
PROPOSED UTILITY LINES
>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>
BENCHMARK LOCATION
MONUMENT FOUND
CAST IRON MONUMENT
CONTROL POINT
SURVEY LINES
o o o CONTROLLED ACCESS
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
BUSH LINE
TREE LINE
GUARD RAIL
FENCE-DECORATIVE
FENCE
RETAINING WALL
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
PIPE CASING
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
WATER TEE
WATER CROSS
WATER SLEEVE
WATER CAP / PLUG
WATER VALVE
EXISTING TOPOGRAPHIC LINES
QUARTER LINE
SIXTEENTH LINE
TRAFFIC SIGNS
TEMPORARY EASEMENT
STONE MONUMENT
TRENCHLESS PIPE (PLAN VIEW)
TRENCHLESS PIPE (PROFILE VIEW)
EXISTING TOPOGRAPHIC SYMBOLS EXISTING PRIVATE UTILITY LINES
BENCH
BUSH
CATCH BASIN CIRCULAR CASTING
CURB STOP
CATCH BASIN RECTANGULAR CASTING
SIGNAL CONTROL CABINET
CLEAN OUT
DRINKING FOUNTAIN
FLARED END / APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
MAILBOX
MANHOLE-HEAT
MANHOLE-ELECTRIC
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATION
MANHOLE-UTILITY
PEDESTRIAN PUSH BUTTON
PEDESTAL-ELECTRIC
PEDESTAL-COMMUNICATION
VALVE POST INDICATOR
PARKING METER
LIGHT POLE
POLE-UTILITY
POST
PICNIC TABLE
RAILROAD SIGNAL POLE
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SIGN TRAFFIC
WATER SPIGOT
IRRIGATION SPRINKLER HEAD
IRRIGATION VALVE BOX
TREE STUMP
TELEPHONE BOOTH
TRANSFORMER-ELECTRIC
TREE-DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE
WETLAND
WELL
TREE-CONIFEROUS
GUY WIRE ANCHOR
LIFT STATION
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
CULVERT END
SOIL BORING
TRAFFIC ARM BARRIER
VENT PIPE
TILE INLET
TILE RISER
SIREN
DRIVE-THRU MICROPHONE
METER
ACCESS GRATE
FILL PIPE
DOWN SPOUT
BIRD FEEDER
ANTENNA
AIR CONDITION UNIT
UTILITY MARKER
VALVE VAULT
WET WELL
YARD HYDRANTY
BARRICADE PERMANENT
TILE OUTLET
SURVEY SYMBOLS
PAVEMENT MARKING
AUTO SPRINKLER CONNECTION
WETLAND DELINEATED MARKER
BOLLARD
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WW
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||||||||||||
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com LEGEND
2
F-D F-D F-D F-D F-D F-D F-D F-D F-D
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E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D
G-
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F-D
F-D
G-D
G-D
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F-D F-D F-D F-D F-D
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C-D C-D C-D C-DC-D C-D C-D C-D C-D C
C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D
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80th Street
80th Street
He
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65
70
75
80
85 90 95 100 105 110 115 120
65
70
75
80
85 90 95 100 105 110 115 120
RAMP G STA. 1002+82.24
BEGIN S.P. 8205-159
END S.P. 8205-159
RAMP E STA. 1023+77.30
1013
1015
102
0
1025
1025
100
0
100
5
101
0
1013
2025
2013
2015
2020
202
5
200
0
200
5
20
1
0
2012
SIGNAL SYSTEM A
(SHEETS 160-167)
SIGNAL SYSTEM B
(SHEETS 168-174)
REVISE SIGNAL SYSTEM C
(SHEETS 182-188)
REVISE SIGNAL SYSTEM D
(SEE SHEETS 189-195)
REVISE SIGNAL SYSTEM F
(SEE SHEETS 202-208)
EX. BRIDGE
NO 82020
CPK
C
R
A
I
L
R
O
A
D
61
10
EX. BRIDGE
NO 82019
BIOFILTRATION DITCH
(SEE SHEET 72)
BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA. 0+16.84
EAST POINT DOUGLAS ROAD NB STA. 10+37.69
END S.P. 180-112-014
RA
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140125130135140
125 130 135 140 141
80TH STREET EB STA. 140+62.38
END S.P. 180-102-020
SIGNAL SYSTEM E
(SEE SHEETS 196-201)
SHEET
B
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FEETSCALE
0 200 400
HORZ.
GENERAL LAYOUT
3
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
R
R
LEGEND
INPLACE ROADWAY
PROPOSED ROADWAY
SIGNAL SYSTEM
A
B
C
D
E
F
G
H
I
J K L M N O P Q
Q R S
T
U
PLAN SHEET LAYOUT
GENERAL SHEET IDENTIFIER
REMOVAL PLAN
EROSION CONTROL AND TURF ESTABLISHMENT
CONSTRUCTION PLAN & PROFILE
SIGNAGE & STRIPING PLAN (EXISTING)
SIGNAGE & STRIPING PLAN (PROPOSED)
A B C D E F G H I J K L M N O P Q R S T U
47 48 49 50 51 52 53 54 55 5756
132 133 134 135 136 137 138 139 140 142141
143 144 145 146 147 148 149 150 151 153152
82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102
PRIVATE UTILITY PLAN 36 37 38 39 40 41 42 43 44 4645
58 59 60 61 62 63 64 65 66 6867
STREET LIGHTING PLAN 211
CONCRETE PAVING PLAN 118 119 120 121
212 213 214 215 216
80TH STREET EB STA. 65+65.59
BEGIN S.A.P. 082-639-008
80TH STREET EB STA. 71+64.41
BEGIN S.P. 180-102-020
END S.A.P. 082-639-008
80TH STREET EB STA. 67+78.07
BEGIN S.A.P. 180-020-015
80TH STREET EB STA. 70+25.61
END S.A.P. 180-020-015
STATEMENT OF ESTIMATED QUANTITIES
TAB SHEET NO.ITEM NO.ITEM DESCRIPTION NOTES UNIT
TOTAL
ESTIMATED
QUANTITY
PARTICIPATING NON-PARTICIPATING
RAMPS S.P. 180-102-020 (B)S.P. 180-112-014 (B)
S.A.P. 082-639-008 S.A.P. 180-020-015S.P. 8205-159 (A)ROADWAY STORM SEWER ROADWAY STORM SEWER
(A) 80% FEDERAL NHPP FUNDS / 20% STATE FUNDS
(B) 80% FEDERAL CDS FUNDS / 20% CITY OF COTTAGE GROVE FUNDS (CAPPED), REMAINDER 100% CITY OF COTTAGE GROVE FUNDS
(C) 100% STATE FUNDS. INCLUDES DELIVERY OF SALVAGED TRAFFIC SIGNAL COMPONENTS TO MNDOT WITHIN THE METRO AREA.
2011.601 AS BUILT LUMP SUM 1 0.33 0.50 0.17
2021.501 MOBILIZATION LUMP SUM 1 0.30 0.55 0.03 0.07 0.05
B 11 2101.502 GRUBBING EACH 15 11 4
TC1 TC3 2102.503 PAVEMENT MARKING REMOVAL LIN FT 17579 8390 3824 5365
TC1 TC3 2102.518 PAVEMENT MARKING REMOVAL SQ FT 240 144 96
D 11 2104.502 REMOVE CONCRETE APRON EACH 3 2 1
C 11 2104.502 REMOVE ANCHORAGE ASSEMBLY EACH 3 3
2104.502 REMOVE LIGHTING UNIT EACH 64 59 5
D 11 2104.502 REMOVE MANHOLE EACH 2 2
D 11 2104.502 REMOVE CATCH BASIN EACH 14 12 2
2104.502 REMOVE DELINEATOR / MARKER EACH 7 7
N 123-126 2104.502 REMOVE SIGN EACH 116 22 73 17 4
SZ SZ02 2104.502 REMOVE HANDHOLE EACH 5 5
2104.502 REMOVE CABINET EACH 4 3 1
C 11 2104.502 REMOVE ENERGY ABSORBING TERMINAL EACH 5 3 1 1
2104.502 SALVAGE SERVICE CABINET EACH 1 1
N 123-126 2104.502 SALVAGE SIGN EACH 17 1 14 1 1
C 11 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT 2506 91 1456 755 204
C, TC3 11, TC4 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 6976 45 4673 857 1401
D 11 2104.503 REMOVE SEWER PIPE (STORM)LIN FT 525 106 387 32
C, TC3 11, TC4 2104.503 REMOVE CURB AND GUTTER LIN FT 14883 516 11063 2443 861
C 11 2104.503 REMOVE GUARDRAIL LIN FT 3038 2785 153 100
2104.503 REMOVE UNDERGROUND WIRE LIN FT 13600 12700 900
2104.503 REMOVE DIRECT BURIED LIGHTING CABLE LIN FT 2500 2500
C 11 2104.503 SALVAGE CHAIN LINK FENCE LIN FT 20 20
C, TC3 11, TC4 2104.504 REMOVE CONCRETE MEDIAN SQ YD 4027 102 3230 428 267
C 11 2104.504 REMOVE PAVEMENT SQ YD 10070 8884 1186
C 11 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 416 328 88
2104.504 REMOVE CONCRETE APPROACH PANEL SQ YD 788 788
C 11 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 395 395
C, TC3 11, TC4 2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 3561 727 2027 280 527
C 11 2104.504 REMOVE BITUMINOUS SHOULDER PAVEMENT SQ YD 3900 3900
C 11 2104.518 REMOVE BITUMINOUS WALK SQ FT 20742 20742
C 11 2104.518 REMOVE CONCRETE WALK SQ FT 26047 1021 19003 6023
SZ SZ02 2104.601 REMOVE CABLES LUMP SUM 1 1
2104.601 HAUL SALVAGED MATERIAL (C)LUMP SUM 0
N 123-126 2104.602 REMOVE SIGN SPECIAL EACH 1 1
N 123-126 2104.602 SALVAGE SIGN SPECIAL EACH 4 2 2
D 11 2104.602 ABANDON MANHOLE EACH 1 1
2104.602 REMOVE EXPOSED REBAR EACH 1 1
2104.602 REMOVE CONE SECTION EACH 4 4
2104.602 REMOVE MANHOLE STEP EACH 9 5 4
2104.602 REMOVE INSIDE DROP EACH 1 1
A 11 2106.507 EXCAVATION - COMMON CU YD 19508 4093 13322 1583 510
A 11 2106.507 EXCAVATION - SUBGRADE CU YD 5239 4514 142 583
E 12 2106.507 SELECT GRANULAR EMBANKMENT (CV)CU YD 4554 4092 462
A 11 2106.507 COMMON EMBANKMENT (CV)CU YD 908 190 718
Q 242 2106.607 EXCAVATION SPECIAL (3)CU YD 446 446
L 14 2108.604 GEOMEMBRANE SYSTEM SQ YD 288 288
E 12 2118.507 AGGREGATE SURFACING (CV) CLASS 1 CU YD 234 234
2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 100 80 20
E, TC3 12, TC4 2211.507 AGGREGATE BASE (CV) CLASS 5 CU YD 2292 1591 338 63 300
E 12 2211.607 AGGREGATE BASE SPECIAL (CV)(16)CU YD 3268 5 2861 402
NOTES:
(3)LANDSCAPING BEDS
(16)ONSITE RECLAIM MATERIAL
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com STATEMENT OF ESTIMATED QUANTITIES
4
STATEMENT OF ESTIMATED QUANTITIES
TAB SHEET NO.ITEM NO.ITEM DESCRIPTION NOTES UNIT
TOTAL
ESTIMATED
QUANTITY
PARTICIPATING NON-PARTICIPATING
RAMPS S.P. 180-102-020 (B)S.P. 180-112-014 (B)
S.A.P. 082-639-008 S.A.P. 180-020-015S.P. 8205-159 (A)ROADWAY STORM SEWER ROADWAY STORM SEWER
(A) 80% FEDERAL NHPP FUNDS / 20% STATE FUNDS
(B) 80% FEDERAL CDS FUNDS / 20% CITY OF COTTAGE GROVE FUNDS (CAPPED), REMAINDER 100% CITY OF COTTAGE GROVE FUNDS
NOTES:
(15)ADD ROCK PRIOR TO FULL DEPTH RECLAMATION
C 11 2215.504 FULL DEPTH RECLAMATION SQ YD 50882 44204 6678
E 12 2215.504 STABILIZED FULL DEPTH RECLAMATION SQ YD 32579 26668 5911
E 12 2215.509 BITUMINOUS MATERIAL FOR MIXTURE TON 407 333 74
E 12 2215.509 CEMENT TON 87 71 16
E 12 2215.509 AGGREGATE BASE (15)TON 50 50
F 12 2301.502 DOWEL BAR EACH 4964 4832 132
F 12 2301.504 CONCRETE PAVEMENT 8.0"SQ YD 9539 8374 1165
2331.603 JOINT ADHESIVE LIN FT 37131 6989 26274 3868
E 12 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)TON 394 394
E 12 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,B)TON 57 57
E 12 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (4,F)TON 7866 7233 633
TC3 TC4 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (3,B)TON 509 358 68 83
E 12 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B)TON 3131 489 2538 104
E 12 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (4,F)TON 8539 978 6507 1054
B1 B2 2401.518 RAISED MEDIAN CONCRETE (3S52)SQ FT 1150 1150
B1 B2 2401.602 CONCRETE END POST EACH 8 8
B1 B2 2401.618 SPECIAL SURFACE FINISH (INPLACE)SQ FT 15168 7872 7296
B1 B2 2404.618 CONCRETE WEARING COURSE (3U17A) 2.0"SQ FT 6800 6800
2406.503 EXPANSION JOINTS; DESIGN E8 LIN FT 410 410
2406.504 BRIDGE APPROACH PANELS SQ YD 912 912
B1 B2 2433.502 REMOVE CONCRETE END POST EACH 8 8
B1 B2 2433.502 ANCH TYPE REINF BARS (TYPE NT)EACH 416 416
B1 B2 2433.603 REPAIR PAVING BRACKET LIN FT 204 204
B1 B2 2433.618 CONCRETE SURFACE REPAIR SQ FT 95 95
0
E 12 2451.507 COARSE FILTER AGGREGATE (CV)CU YD 32 32
E 12 2451.507 FINE FILTER AGGREGATE (CV)CU YD 11 11
M 15 2501.502 12" RC PIPE APRON EACH 1 1
M 15 2501.602 TRASH GUARD FOR 12" PIPE APRON EACH 1 1
L 14 2502.502 6" PRECAST CONCRETE HEADWALL EACH 1 1
L 14 2502.503 6" TP PIPE DRAIN LIN FT 150 150
L 14 2502.503 6" PERF TP PIPE DRAIN LIN FT 288 288
L 14 2502.602 6" PVC PIPE DRAIN CLEANOUT EACH 2 2
M 15 2503.503 12" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 197 197
M 15 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 617 471 146
M 15 2503.503 18" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT 41 41
M 15 2503.503 27" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 417 417
M 15 2503.503 33" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 32 32
2503.602 CONSTRUCT BULKHEAD EACH 1 1
M 15 2503.602 CONNECT TO EXISTING STORM SEWER EACH 2 2
M 15 2503.602 CONNECT TO EXISTING STRUCTURE EACH 1 1
M 15 2503.602 CONNECT TO EXISTING PIPE EACH 2 2
M 15 2503.602 CONNECT EXISTING PIPE TO NEW STRUCTURE EACH 13 11 2
2503.602 4' CIPP (8" PVC)EACH 1 1
2503.602 6' CIPP (8" PVC)EACH 1 1
2503.602 4' CIPP (12" RCP)EACH 1 1
M 15 2503.603 TELEVISE STORM SEWER LIN FT 1304 1126 178
D 11 2503.603 PLUG FILL AND ABANDON PIPE SEWER LIN FT 292 51 241
2503.603 CIPP LINER (9" VCP)LIN FT 910 910
2504.602 ADJUST VALVE BOX EACH 13 13
2504.602 HYDRANT RECONDITIONING AND PAINTING EACH 10 10
2504.602 REHABILITATE PRESSURE REDUCING VALVE STATION EACH 1 1
2504.602 VALVE NUT EXTENSION EACH 1 1
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com STATEMENT OF ESTIMATED QUANTITIES
5
STATEMENT OF ESTIMATED QUANTITIES
TAB SHEET NO.ITEM NO.ITEM DESCRIPTION NOTES UNIT
TOTAL
ESTIMATED
QUANTITY
PARTICIPATING NON-PARTICIPATING
RAMPS S.P. 180-102-020 (B)S.P. 180-112-014 (B)
S.A.P. 082-639-008 S.A.P. 180-020-015S.P. 8205-159 (A)ROADWAY STORM SEWER ROADWAY STORM SEWER
(A) 80% FEDERAL NHPP FUNDS / 20% STATE FUNDS
(B) 80% FEDERAL CDS FUNDS / 20% CITY OF COTTAGE GROVE FUNDS (CAPPED), REMAINDER 100% CITY OF COTTAGE GROVE FUNDS
NOTES:
(2)LIGHTING CABINET
(12)CITY OF COTTAGE GROVE STANDARD DETAIL PLATE LGT-5
(13)CITY OF COTTAGE GROVE STANDARD DETAIL PLATE LGT-4 (MODIFIED)
(14)CLEANING AND SEALING EXISTING EXPOSED AGGREGATE WALK AND MEDIAN
2504.602 CLEAN VALVE BOX EACH 1 1
2504.602 REMOVE AND REPLACE VALVE BOX EACH 1 1
2504.602 REMOVE AND REPLACE VALVE BOX TOP SECTION AND MIDDLE SECTION EACH 1 1
2504.602 REMOVE AND REPLACE VALVE BOX TOP SECTION EACH 1 1
L, M 14, 15 2506.502 CASTING ASSEMBLY EACH 35 1 29 5
L 14 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48 LIN FT 3.20 3.2
M 15 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 LIN FT 37.30 33.3 4
M 15 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 LIN FT 3.40 3.4
M 15 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 LIN FT 61.10 56.8 4.3
M 15 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 4 LIN FT 27.30 13.4 13.9
M 15 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 5 LIN FT 21.70 21.7
M 15 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 LIN FT 7.40 7.4
2506.602 ADJUST CATCH BASIN CASTING, INCL NEW R-3067-V CSTG ADJ RINGS EACH 4 4
2506.602 ADJUST CATCH BASIN CASTING, INCL NEW R-3067-VB CSTG AND ADJ RINGS EACH 3 3
2506.602 ADJUST CATCH BASIN CASTING, INCL NEW ADJ RINGS EACH 15 15
2506.602 ADJUST MANHOLE CASTING, INCL NEW R-1642 CSTG AND ADJ RINGS EACH 39 35 4
2506.602 12" BARREL SECTION (4' DIA)EACH 11 5 6
2506.602 18" BARREL SECTION (4' DIA)EACH 2 2
2506.602 24" BARREL SECTION (4' DIA)EACH 1 1
2506.602 CONE SECTION (4' DIA)EACH 4 4
2506.602 ROTATE CONE SECTION EACH 1 1
2506.602 REMOVE AND REPLACE TOPSLAB (4' DIA)EACH 1 1
2506.602 SPRAY LINE RINGS EACH 13 13
2506.602 PATCH DOGHOUSE EACH 16 1 15
2506.602 REMOVE AND REPLACE DOGHOUSE EACH 5 5
2506.602 PATCH INVERT EACH 10 2 8
2506.602 REMOVE AND REPLACE INVERT EACH 4 4
2506.602 PATCH BULKHEAD EACH 1 1
2506.602 CONSTRUCT INVERT EACH 1 1
2506.602 CATCH BASIN ADAPTOR PLATE EACH 4 4
2506.602 MANHOLE STEP EACH 14 6 8
2506.602 CLEAN BENCH/INVERT EACH 10 9 1
2506.603 HYDRANT RISER LIN FT 0.50 0.5
2506.603 SPRAY LINE STRUCTURE (4' DIA)LIN FT 21 21
2506.603 4' CIPP LINER (8" PVC)LIN FT 1 1
2506.603 6' CIPP LINER (8" PVC)LIN FT 1 1
F 12 2521.518 4" CONCRETE WALK SQ FT 26614 20781 3437 2396
F 12 2521.518 4" CONCRETE WALK-EXPOSED AGGREGATE SQ FT 8721 8721
F 12 2521.518 4" CONCRETE WALK SPECIAL SQ FT 2815 2815
F 12 2521.518 6" CONCRETE WALK SQ FT 12680 2950 6620 2886 224
F 12 2521.518 6" CONCRETE WALK SPECIAL SQ FT 3090 185 2905
H 13 2521.602 DRILL AND GROUT REINF BAR (EPOXY COATED)EACH 70 70
2521.618 SPECIAL SURFACE TREATMENT (14)SQ FT 25683 25683
F 12 2521.618 CONCRETE CURB RAMP WALK SQ FT 7718 1171 6410 137
F 12 2531.503 CONCRETE CURB AND GUTTER DESIGN B612 LIN FT 5186 3538 1648
F 12 2531.503 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT 4858 3481 1377
F 12 2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 2294 575 1076 643
F 12 2531.504 7" CONCRETE DRIVEWAY PAVEMENT SQ YD 857 776 81
H 13 2531.618 TRUNCATED DOMES SQ FT 868 140 700 28
0
TC1 TC3 2533.503 PORTABLE PRECAST CONC BARRIER DES 8337 LIN FT 1070 1070
Q 242 2540.603 LANDSCAPE EDGER LIN FT 773 773
Q 242 2540.618 BRICK PAVERS SQ FT 6265 6265
2545.502 LIGHTING UNIT TYPE SPECIAL 1 (12)EACH 65 60 5
2545.502 LIGHTING UNIT TYPE SPECIAL 2 (13)EACH 9 9
2545.502 SERVICE CABINET (2)EACH 4 3 1
2545.502 EQUIPMENT PAD EACH 3 2 1
2545.502 EQUIPMENT PAD B EACH 1 1
2545.503 1.5" NON-METALLIC CONDUIT LIN FT 2000 2000
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com STATEMENT OF ESTIMATED QUANTITIES
6
STATEMENT OF ESTIMATED QUANTITIES
TAB SHEET NO.ITEM NO.ITEM DESCRIPTION NOTES UNIT
TOTAL
ESTIMATED
QUANTITY
PARTICIPATING NON-PARTICIPATING
RAMPS S.P. 180-102-020 (B)S.P. 180-112-014 (B)
S.A.P. 082-639-008 S.A.P. 180-020-015S.P. 8205-159 (A)ROADWAY STORM SEWER ROADWAY STORM SEWER
(A) 80% FEDERAL NHPP FUNDS / 20% STATE FUNDS
(B) 80% FEDERAL CDS FUNDS / 20% CITY OF COTTAGE GROVE FUNDS (CAPPED), REMAINDER 100% CITY OF COTTAGE GROVE FUNDS
NOTES:
(1)LIGHTING HANHOLE
(6)80TH STREET AND RAMP E / G
(7)80TH STREET AND RAMP F / H
(8)80TH STREET AND EAST POINT DOUGLAS ROAD / HARDWOOD AVENUE
(9)80TH STREET AND HINTON AVENUE
(10)80TH STREET AND HYDE AVENUE
(11)EAST POINT DOUGLAS ROAD AND COMMERCIAL DRIVE
2545.503 3" NON-METALLIC CONDUIT LIN FT 160 160
2545.503 UNDERGROUND WIRE 1/C 6 AWG LIN FT 28600 24100 4500
2545.503 DIRECT BURIED LIGHTING CABLE 4/C 4 AWG LIN FT 2500 2500
TC1 TC3 2545.602 ADJUST HANDHOLE EACH 16 10 2 4
2545.602 INSTALL SERVICE CABINET EACH 1 1
2545.602 LIGHT FOUNDATION DESIGN SPECIAL 1 EACH 65 60 5
2545.602 LIGHT FOUNDATION DESIGN SPECIAL 2 EACH 9 9
2545.602 HANDHOLE (TYPE A)(1)EACH 25 23 2
2545.602 HANDHOLE (TYPE B)(1)EACH 30 27 3
SZ SZ02 2550.502 BURIED CABLE SIGN EACH 5 5
SZ SZ02 2550.503 1.5" NON-METALLIC CONDUIT LIN FT 355 355
SZ SZ02 2550.503 2" NON-METALLIC CONDUIT LIN FT 180 180
SZ SZ02 2550.503 LEAD-IN CABLE 2 CONDUCTOR NO 14 LIN FT 1010 1010
SZ SZ02 2550.601 TEMPORARY COMMUNICATION SYSTEM LUMP SUM 1 1
SZ SZ02 2550.601 FIBER OPTIC CABLE TESTING LUMP SUM 1 1
SZ SZ02 2550.602 FIBER OPTIC PIGTAIL TERMINATION EACH 6 6
SZ SZ02 2550.602 FIBER OPTIC CABLE SPLICING EACH 1 1
SZ SZ02 2550.602 PULL VAULT EACH 5 5
SZ SZ02 2550.602 LOOP DETECTOR DESIGN PREFORMED EACH 4 4
SZ SZ02 2550.603 ARMORED FIBER OPTIC PIGTAIL 6SM LIN FT 1000 1000
SZ SZ02 2550.603 REROUTE FIBER OPTIC CABLE LIN FT 515 515
SZ SZ02 2550.603 1.5" BORED CONDUIT LIN FT 380 380
SZ SZ02 2550.603 2" BORED CONDUIT LIN FT 150 150
G 13 2554.502 ANCHORAGE ASSEMBLY - TYPE 31 EACH 3 3
G 13 2554.502 END TREATMENT-TANGENT TERMINAL EACH 5 3 1 1
G 13 2554.503 TRAFFIC BARRIER DESIGN TYPE 31 LIN FT 2137.50 2050 75 12.50
G 13 2554.503 TRAFFIC BARRIER DESIGN TRANSITION TYPE 31 LIN FT 200 100 50 50
L 14 2554.602 GUIDE POST TYPE SPECIAL EACH 3 3
G 13 2554.615 IMPACT ATTENUATOR AMBY 1 1
G 13 2557.603 INSTALL CHAIN LINK FENCE LIN FT 20 20
2563.601 TRAFFIC CONTROL LUMP SUM 1 0.30 0.55 0.03 0.07 0.05
TC1 TC3 2563.602 RAISED PAVEMENT MARKER TEMPORARY EACH 180 180
TC1 TC3 2563.602 PORTABLE BARRIER DELINEATOR EACH 45 45
TC1 TC3 2563.602 TUBULAR MARKER EACH 264 159 50 55
TC1 TC3 2563.602 REPLACE TUBULAR MARKER EACH 45 26 8 11
TC1 TC3 2563.602 TEMPORARY PEDESTRIAN RAMP EACH 11 5 4 2
TC1 TC3 2563.603 PEDESTRIAN CHANNELIZER LIN FT 1050 500 200 350
TC1 TC3 2563.613 PORTABLE CHANGEABLE MESSAGE SIGN UDAY 56 56
TC1 TC3 2563.615 TEMPORARY IMPACT ATTENUATOR AMBY 1 1
TC1 TC3 2563.618 TEMPORARY WALKWAY SURFACE SQ FT 1100 500 400 200
N 123-126 2564.518 SIGN SQ FT 1089 166 701 182 40
N 123-126 2564.602 INSTALL SIGN EACH 17 1 14 1 1
N 123-126 2564.602 DELINEATOR/MARKER EACH 7 7
N 123-126 2564.602 INSTALL SIGN SPECIAL EACH 4 2 2
N 123-126 2564.618 SIGN SPECIAL SQ FT 12 12
2565.501 EMERGENCY VEHICLE PREEMPTION SYSTEM A (6)LUMP SUM 1 0.50 0.50
2565.501 EMERGENCY VEHICLE PREEMPTION SYSTEM B (7)LUMP SUM 1 0.50 0.50
2565.501 EMERGENCY VEHICLE PREEMPTION SYSTEM E (10)LUMP SUM 1 1
2565.516 TRAFFIC CONTROL SIGNAL SYSTEM A (6)SYSTEM 1 0.50 0.50
2565.516 TRAFFIC CONTROL SIGNAL SYSTEM B (7)SYSTEM 1 0.50 0.50
2565.516 TRAFFIC CONTROL SIGNAL SYSTEM E (10)SYSTEM 1 1
2565.601 TRAFFIC CONTROL SIGNALS LUMP SUM 1 0.9 0.1
2565.616 REVISE SIGNAL SYSTEM C (8)SYSTEM 1 1
2565.616 REVISE SIGNAL SYSTEM D (9)SYSTEM 1 1
2565.616 REVISE SIGNAL SYSTEM F (11)SYSTEM 1 1
2565.616 TEMPORARY SIGNAL SYSTEM A (6)SYSTEM 1 0.50 0.50
2565.616 TEMPORARY SIGNAL SYSTEM B (7)SYSTEM 1 0.50 0.50
2565.616 TEMPORARY SIGNAL SYSTEM C (8)SYSTEM 1 1
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com STATEMENT OF ESTIMATED QUANTITIES
7
STATEMENT OF ESTIMATED QUANTITIES
TAB SHEET NO.ITEM NO.ITEM DESCRIPTION NOTES UNIT
TOTAL
ESTIMATED
QUANTITY
PARTICIPATING NON-PARTICIPATING
RAMPS S.P. 180-102-020 (B)S.P. 180-112-014 (B)
S.A.P. 082-639-008 S.A.P. 180-020-015S.P. 8205-159 (A)ROADWAY STORM SEWER ROADWAY STORM SEWER
(A) 80% FEDERAL NHPP FUNDS / 20% STATE FUNDS
(B) 80% FEDERAL CDS FUNDS / 20% CITY OF COTTAGE GROVE FUNDS (CAPPED), REMAINDER 100% CITY OF COTTAGE GROVE FUNDS
NOTES:
(4)3/4" RIVER ROCK
(5)3/4" TRAP ROCK
(8)80TH STREET AND EAST POINT DOUGLAS ROAD / HARDWOOD AVENUE
(10)80TH STREET AND HYDE AVENUE
(11)EAST POINT DOUGLAS ROAD AND COMMERCIAL DRIVE
2565.616 TEMPORARY SIGNAL SYSTEM D (9)SYSTEM 1 1
2565.616 TEMPORARY SIGNAL SYSTEM F (11)SYSTEM 1 1
2565.616 VIDEO DETECTOR SYSTEM C (8)SYSTEM 1 1
2565.616 VIDEO DETECTOR SYSTEM E (10)SYSTEM 1 1
Q 242 2571.502 PERENNIAL NO 1 CONT EACH 1608 1608
Q 242 2571.604 GEOTEXTILE WEED BARRIER FABRIC SQ YD 1643 1643
J 13 2573.502 STORM DRAIN INLET PROTECTION EACH 70 1 65 4
J 13 2573.503 SILT FENCE, TYPE MS LIN FT 8885 7988 727 170
J 13 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 1553 630 627 296
K 14 2574.505 SUBSOILING ACRE 3.7 2 1.5 0.1 0.1
K 14 2574.505 SOIL BED PREPARATION ACRE 5.55 3 2.25 0.15 0.15
A 11 2574.507 FILTER TOPSOIL BORROW (LV)CU YD 43 43
A, Q 11, 242 2574.507 LOAM TOPSOIL BORROW (LV)CU YD 4096 1919 2058 100 19
K 14 2574.508 FERTILIZER TYPE 3 POUND 552 293 235 20 4
K 14 2574.508 FERTILIZER TYPE 4 POUND 46 46
K 14 2575.504 ROLLED EROSION PREVENTION CATEGORY 10 SQ YD 1302 1302
K 14 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 SQ YD 2500 2500
K 14 2575.505 DISK ANCHORING ACRE 1.40 1.2 0.1 0.1
K 14 2575.505 MOWING ACRE 7.20 6 0.9 0.3
K 14 2575.505 WEED SPRAYING ACRE 2.20 1.1 0.9 0.1 0.1
K 14 2575.505 SEEDING ACRE 3.70 2 1.5 0.1 0.1
K 14 2575.506 WEED SPRAY MIXTURE GAL 0.33 0.15 0.14 0.02 0.02
Q 242 2575.507 MULCH MATERIAL TYPE 6 CU YD 147 147
K 14 2575.508 HYDRAULIC MULCH MATRIX POUND 2397 2147 250
K 14 2575.509 MULCH MATERIAL TYPE 3 TON 2.40 2.2 0.1 0.1
K 14 2575.523 WATER M GALLON 3.70 2 1.5 0.1 0.1
Q 242 2575.607 LANDSCAPE ROCK TYPE SPECIAL 1 (4)CU YD 58 58
Q 242 2575.607 LANDSCAPE ROCK TYPE SPECIAL 2 (5)CU YD 56 56
K 14 2575.608 SEED SOUTHERN BOULEVARD POUND 19 16 3
K 14 2575.608 SEED TURFGRASS POUND 255 235 20
K 14 2575.608 SEED MESIC INSLOPE POUND 64 63 1
K 14 2575.608 SEED WET DITCH POUND 7 7
K 14 2575.608 SEED SOUTHERN TALLGRASS ROADSIDE POUND 14 14
TC1 TC3 2580.503 INTERIM PAVEMENT MARKING LIN FT 21700 500 17500 3200 500
TC1 TC3 2581.503 4" REMOVABLE PREFORMED PAVEMENT MARKING TAPE LIN FT 26253 15554 6312 4387
TC1 TC3 2581.503 6" REMOVABLE PREFORMED PAVEMENT MARKING TAPE LIN FT 2583 2068 240 275
TC1 TC3 2581.518 REMOVABLE PREFORMED PAVEMENT MESSAGE TAPE SQ FT 96 96
O 127 2582.503 12" SOLID LINE PAINT GROUND IN LIN FT 1441 1128 313
O 127 2582.503 24" SOLID LINE PAINT GROUND IN LIN FT 518 365 153
O 127 2582.503 4" SOLID LINE MULTI-COMPONENT LIN FT 1226 1226
O 127 2582.503 4" BROKEN LINE MULTI-COMPONENT LIN FT 140 140
O 127 2582.503 4" SOLID LINE MULTI-COMPONENT (WR)LIN FT 8245 8245
O 127 2582.503 4" BROKEN LINE MULTI-COMPONENT (WR)LIN FT 80 80
O 127 2582.503 4" DOTTED LINE MULTI-COMPONENT (WR)LIN FT 48 48
O 127 2582.503 4" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 6967 5763 1204
O 127 2582.503 4" BROKEN LINE MULTI-COMPONENT GROUND IN LIN FT 3303 3001 302
O 127 2582.503 6" DOTTED LINE MULTI-COMPONENT GROUND IN LIN FT 169 97 72
O 127 2582.503 4" SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT 617 617
O 127 2582.503 6" SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT 8245 8245
O 127 2582.503 4" BROKEN LINE MULTI-COMPONENT GROUND IN (WR)LIN FT 40 40
O 127 2582.503 24" SOLID LINE PREFORM THERMO GROUND IN ESR LIN FT 51 51
O 127 2582.503 24" SOLID LINE PREFORM THERMO GROUND IN CONT ESR LIN FT 85 85
O 127 2582.518 PAVEMENT MESSAGE PAINT SQ FT 62 62
O 127 2582.518 PAVEMENT MESSAGE PAINT GROUND IN SQ FT 962 776 186
O 127 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC CONTRAST SQ FT 59 59
O 127 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN CONTRAST SQ FT 262 215 47
O 127 2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND IN ENHANCED SKID RESISTANCE SQ FT 528 528
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com STATEMENT OF ESTIMATED QUANTITIES
8
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com SOIL AND CONSTRUCTION NOTES
9
CONSTRUCTION NOTES:
A.THE GRADE SHALL BE SHAPED AND COMPACTED AT THE END OF EACH WORKING DAY TO SEAL THE SURFACE AND PROVIDE DRAINAGE. INCIDENTAL.
B.ALL SALVAGED ROADWAY MATERIAL SUCH AS CONCRETE, BITUMINOUS, AND AGGREGATES MAY BE UTILIZED ACCORDING TO THE APPLICABLE PORTIONS OF THE MNDOT
STANDARD SPECIFICATIONS. MATERIAL NOT UTILIZED ON THIS PROJECT WILL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE
RIGHT-OF-WAY IN ACCORDANCE WITH MNDOT SPEC 2104.
C.WHEN REMOVING PIPE DRAINS, THE CONTRACTOR SHALL IDENTIFY ANY PIPE CONNECTIONS NOT SHOWN IN THE PLANS FOR PERPETUATION OF EXISTING DRAINS
(INCIDENTAL).
D.ANY WORK ROADS THE CONTRACTOR BUILDS TO FACILITATE CONSTRUCTION, INCLUDING THE REMOVAL OF THE WORK ROADS ESTABLISHING TURF WHERE APPROPRIATE,
SHALL BE INCIDENTAL. SUBSOILING SHALL BE REQUIRED AFTER THE REMOVAL OF THE WORK ROADS TO RESTORE PERMEABILITY OF THE UNDERLYING SOILS, PRIOR TO THE
PLACEMENT OF TOPSOIL. THIS WORK SHALL BE INCIDENTAL. WORK ROADS SHALL COMPLY WITH ALL REQUIREMENTS OF THE REGULATORY AGENCIES (CORPS OF ENGINEERS,
DNR, MPCA, MINNEHAHA CREEK WATERSHED DISTRICT, ETC).
E.THE CONTRACTOR'S PERSONNEL OR ANY OTHER PERSONNEL MAY NOT USE THE NEW ROAD SURFACE OR ROADBED FOR THE PURPOSE OF STOCKPILING AGGREGATE
MATERIAL OR ANY OTHER MATERIAL FOR ANY LENGTH OF TIME DURING THE DURATION OF THE PROJECT.
F.THE CONTRACTOR SHALL NOT USE TEMPORARY EASEMENT AREAS FOR THE STORING OF MATERIALS OR EQUIPMENT, OR FOR ANY OTHER USES NOT APPROVED BY THE
ENGINEER. TEMPORARY EASEMENT AREAS SHALL NOT BE USED AS SOURCES OF BORROW AND EMBANKMENT MATERIALS, OR THE DISPOSAL OF EMBANKMENT OR OTHER
MATERIAL. TEMPORARY EASEMENT AREAS SHOWN ON THE PLAN BEYOND THE CONSTRUCTION LIMITS SHALL NOT BE DISTURBED OR ENCROACHED UPON WITHOUT PRIOR
WRITTEN APPROVAL FROM THE ENGINEER. IF THE CONTRACTOR'S ACTIONS COMPACT TEMPORARY EASEMENT AREAS, THE CONTRACTOR MUST SUBSOIL TO REMOVE
COMPACTION (INCIDENTAL).
G.THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH PROVIDING AND MAINTAINING TEMPORARY ACCESS DURING CONSTRUCTION FOR ALL PROPERTY
OWNERS ADJACENT TO THE PROJECT. SEE SPECIAL PROVISIONS. INCIDENTAL.
H.NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILING OF EXCAVATION, EMBANKMENT, AND/OR MATERIAL. STOCKPILES NEXT TO ENVIRONMENTALLY
SENSITIVE AREAS IS NOT RECOMMENDED. IF NO OTHER FEASIBLE ALTERNATIVES, STOCK PILES SHALL FOLLOW MNDOT STANDARD PLAN 5-297.409 & ALL WORK & MATERIALS
NEEDED. INCIDENTAL.
I.AS A PRECAUTIONARY MEASURE FROM A SOILS STANDPOINT, TRAFFIC LANES TO BE USED DURING CONSTRUCTION MUST BE DELINEATED TO KEEP VEHICLES A SAFE
DISTANCE AWAY FROM THE ADJACENT EXCAVATION. THE DELINEATION SHOULD COINCIDE WITH POINTS ESTABLISHED BY PROJECTING 1(V):2(H) OR GREATER (FLATTER)
SLOPE BETWEEN THE EDGE OF THE TRAFFIC SURFACE AND THE BOTTOM OF THE EXCAVATION.
J.IN ANY PROPOSED WIDENING CONSTRUCTION, MATCH THE EXISTING SOIL IN THE UPPER 5 FEET OF ROADWAYS TO BE WIDENED WITH SOIL OF A SIMILAR CLASS, COLOR,
MOISTURE CONTENT, AND PERFORMANCE CHARACTERISTICS. GRANULAR MATERIAL SHALL NOT BE PLACED ADJACENT TO EXISTING NON-GRANULAR SOILS.
K.IN ANY CASE WHERE GRANULAR EMBANKMENTS JOIN NON-GRANULATED SOIL EMBANKMENTS, PROVIDE A 1(V):20(H) TRANSITION BETWEEN THE CHANGE IN MATERIAL TO
PREVENT AN ABRUPT SOILS DIFFERENTIAL. CONSTRUCT THE 1(V):20(H) TRANSITION SUCH THAT THE GRANULAR MATERIAL OVERLAYS THE ADJACENT NON-GRANULAR SOIL.
L.WHERE CONNECTING NEW SURFACING ADJACENT TO ANY EXISTING PAVEMENTS TO BE WIDENED, CUT VERTICALLY TO THE BOTTOM OF THE EXISTING SURFACING OR TO THE
BOTTOM OF THE NEW SURFACING DESIGN, WHICHEVER IS DEEPER, THEN AT A 1(V):20(H) TAPER TO THE BOTTOM OF THE RECOMMENDED EXCAVATION.
M.WHERE CONNECTING TO THE EXISTING ROADWAYS AT THE TERMINI OF PROPOSED CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF EXISTING AGGREGATE BASE OR TO
THE BOTTOM OF THE NEW AGGREGATE DESIGN, WHICHEVER IS DEEPER, THEN AT A 1(V):20(H) TAPER TO THE BOTTOM OF THE RECOMMENDED EXCAVATION.
N.WHERE MATCHING INTO IN-PLACE CROSSROADS, CUT VERTICALLY TO THE BOTTOM OF THE IN-PLACE SURFACING, THEN AT A 1(V):4(H) SLOPE TO THE BOTTOM OF THE
RECOMMENDED EXCAVATION.
O.PROVIDE A FULL DEPTH SAWCUT WHERE PLACING NEW PAVEMENT NEXT TO INPLACE PAVEMENT TO ENSURE A UNIFORM JOINT.
P.ALL STATIONING AND OFFSET LABELS ARE BASED ON THE ADJACENT ALIGNMENTS UNLESS OTHERWISE NOTED.
Q.PROVIDE A UNIFORM TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT IN ACCORDANCE WITH
SPECIFICATION 2357 (INCIDENTAL).
R.THIS IS A REMINDER THAT UNDER STATE LAW IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE AREA. CONTACT MUST
BE MADE THROUGH GOPHER STATE ONE CALL.
S.THIS PROJECT'S TESTING REQUIREMENTS SHALL FOLLOW THE 2025 SCHEDULE OF MATERIALS CONTROL FOR THE 2025 STANDARD SPECIFICATIONS. SEE NOTES IN THE
CONSTRUCTION PLANS AND "DIVISION S" FOR ANY ADDITIONAL TESTING REQUIREMENTS.
T.ALL EXPOSED VERTICAL FACES OF EXISTING PAVEMENT FOLLOWING SAWCUT OPERATIONS SHALL BE PROTECTED. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION
OF SAWCUT EDGES AND SHALL NOT ENCROACH WITH ANY CONSTRUCTION VEHICLE ON THE BITUMINOUS SURFACE WITHING 5 FEET UNTIL CURB OR ABUTTING BITUMINOUS
PAVEMENT HAS BEEN PLACED. NO ADDITIONAL LONGITUDINAL SAWCUTS AND PATCHING OF PAVEMENT WILL BE ACCEPTED FOR PAYMENT IF IT IS DEEMED THAT THE
BITUMINOUS EDGE HAS BEEN COMPROMISED AND/OR DETERIORATED BY THE CONTRACTOR. IN THAT CIRCUMSTANCE, THE BITUMINOUS PAVEMENT MUST BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
U.APPLY JOINT ADHESIVE ON LONGITUDINAL CONSTRUCTION JOINTS BETWEEN ADJACENT BITUMINOUS PAVEMENTS OR BETWEEN BITUMINOUS PAVEMENT AND CONCRETE
PAVEMENT IN ACCORDANCE WITH SPECIAL PROVISION 2331 JOINT ADHESIVE. JOINT ADHESIVE IS NOT REQUIRED WHEN ADJACENT LANES ARE PAVED USING ECHELON
PAVING.
V.TEST ROLLING IS REQUIRED IN ACCORDANCE WITH SPECIFICATION 2111 (INCIDENTAL).
W.STRIP AND REUSE ALL TOPSOIL WHERE PRESENT IN AREAS TO BE DISTURBED BY CONSTRUCTION (APPROXIMATE DIMENSIONS ENCOUNTERED ARE 3" MINIMUM TO 2'
MAXIMUM AND AVERAGE 1').
X.STRIPPING OF INPLACE TOPSOIL IN BOTH FILL AND CUT SECTIONS TO BE PAID FOR AS EXCAVATION - COMMON. STOCKPILING OF MATERIAL ON-SITE IS EXPECTED AND
INCIDENTAL. PLACED TOPSOIL TO BE PAID AS COMMON EMBANKMENT AS SPECIFIED IN THE PLAN. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN
ACCORDANCE WITH SPECIFICATION 2106.
Y.FENCING ALONG MNDOT RIGHT-OF-WAY MARKED AS REMOVE OR SALVAGE SHALL REMAIN IN PLACE UNTIL WORK IMPACTING THE FENCE BEGINS AND SHALL IMMEDIATELY
BE REPLACED IN ACCORDANCE WITH SPECIFICATION 2557 UPON COMPLETION OF THE WORK.
Z.THE CONTRACTOR SHALL PROVIDE OUTLET TRENCHES AND TAKE MEASURES NECESSARY TO ALLOW SURFACE DRAINAGE OF THE MILLED OR RECLAIMED SURFACE. OUTLET
TRENCHES SHALL BE INCIDENTAL.
AA.IN ANY CASE WHERE GRANULAR EMBANKMENTS JOIN NON-GRANULAR SOIL EMBANKMENTS, PROVIDE A 1:20 (V:H) TRANSITION BETWEEN THE CHANGE IN MATERIAL TO
PREVENT AN ABRUPT SOILS DIFFERENTIAL. CONSTRUCT THE 1:20 (V:H) TRANSITION SUCH THAT THE GRANULAR MATERIAL OVERLAYS THE ADJACENT NON-GRANULAR SOIL.
AB.PROVIDE FOR 1:20 (V:H) TAPERS WHEN CHANGING SUBCUT DEPTHS.
EROSION CONTROL NOTES:
1.PAYMENT FOR ALL WORK ASSOCIATED WITH EROSION AND SEDIMENT CONTROL SHALL BE AS DESCRIBED IN THE PROJECT MANUAL. UNLESS
OTHERWISE AUTHORIZED BY THE OWNER, NO ADDITIONAL PAYMENT SHALL BE MADE FOR ANY WORK REQUIRED TO ADMINISTER AND
MAINTAIN THE SITE EROSION AND SEDIMENT CONTROL IN COMPLIANCE WITH THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA) -
GENERAL STORM WATER PERMIT FOR CONSTRUCTION ACTIVITY (MN R100001) INCLUDING BUT NOT LIMITED TO INSPECTION, MAINTENANCE,
AND REMOVAL OF PMPS TO ACCOMMODATE CONSTRUCTION PHASING.
2.ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAR AND PASSABLE AT ALL TIMES. ADJACENT STREET AND CURB LINE TO BE
SWEPT FREE OF DEBRIS AT THE END OF EACH WORK DAY, OR AS OFTEN AS NEEDED TO ENSURE PUBLIC SAFETY. STREET SWEEPING IS
INCIDENTAL.
3.STABILIZED CONSTRUCTION EXITS WILL BE PLACED AT ALL EXITS FROM THE PROJECT SITE IN ACCORDANCE WITH THE STORMWATER
POLLUTION PREVENTION PLAN AND THE APPROVED STANDARD DETAILS.
4.EROSION CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE A STAGING PHASE OF CONSTRUCTION CAN BEGIN.
5.INLET PROTECTION WILL BE PLACED AT ALL CATCH INLETS WITHIN THE PROJECT AREA ALONG WITH IMMEDIATE DOWN-GRADE CB'S OUTSIDE
OF THE PROJECT LIMITS PER STANDARD DETAILS.
6.ALL STORM SEWER STRUCTURES SHALL BE PROTECTED FROM INFILTRATION OF SILT DURING CONSTRUCTION BY APPROVED INFILTRATION
PROTECTION.
7.STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF ESTABLISHMENT WHENEVER POSSIBLE.
8.THE CONTRACTOR SHALL PROVIDE PERIMETER CONTROL DAY-TO-DAY AT DISTURBED UNSTABILIZED AREAS WHERE EROSION OR
SEDIMENTATION COULD BE A PROBLEM.
9.ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY STAGING PHASES IF NEEDED.
10.EROSION AND SEDIMENT CONTROL SHALL BE PLACED PRIOR TO ANY REMOVALS.
11.IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THE
DISTURBED AREA HAS CEASED, TEMPORARY STABILIZATION'S BMPS MUST BE SCHEDULED TO OCCUR WITHIN THAT 7 DAY TIME FRAME.
12.ALL DISTURBED AREAS WITHIN 200' OF A RECEIVING WATER OR WETLAND SHALL BE TEMPORARILY STABILIZED AT THE END OF EACH
WORKING DAY AND PERMANENTLY STABILIZED WITHIN 24 HOURS AFTER CONSTRUCTION ACTIVITY HAS CEASED.
THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL
HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT
STANDARD PLATES
PLATE NO.DESCRIPTION
1103M TYPICAL DOWEL BAR ASSEMBLY - CONTRACTION JOINT
3131C PRECAST CONCRETE HEADWALL FOR SUBSURFACE DRAINS
3000L REINFORCED CONCRETE PIPE (5 SHEETS)
3006g GASKET JOINT FOR R.C. PIPE (2 SHEETS)
3100G CONCRETE APRON FOR REINFORCED CONCRETE PIPE
4011E PRECAST CONCRETE BASE
4020J MANHOLE OF CATCH BASIN (2 SHEETS)
4022A MANHOLE OR CATCH BASIN COVER
4108F ADJUSTING RINGS
4110F COVER CASTING FOR MANHOLE
4180J MANHOLE OR CATCH BASIN STEP
7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES
7100H CONCRETE CURB AND GUTTER (DESIGN B AND DESIGN V)
7111J INSTALLATION OF CATCH BASIN CASTINGS (CONCRETE CURB AND GUTTER)
7113A CONCRETE APPROACH NOSE DETAIL
8000K TEMPORARY CHANNELIZERS (3 SHEETS)
8106D EQUIPMENT PAD B (3 SHEETS)
8110E TRAFFIC SIGNAL BRACKETING (POLE MOUNTED)
8112I PEDESTAL FOUNDATION (TRAFFIC CONTROL SIGNALS)
8122F PEDESTAL AND PEDESTAL BASE (FOR TRAFFIC CONTROL SIGNALS SUPPORT) (2 SHEETS)
8124A POLE AND MAST ARM TYPE TS FOR MAST ARM LENGTHS 15' TO 55' (12 SHEETS)
8129A SHIM AND WASHER (TRAFFIC CONTROL SIGNALS AND ROADWAY LIGHTING)
8307S W-BEAM GUARDRAIL & END ANCHORAGES (INSTALLATION WITH WOOD POSTS)(4 SHEETS)
8318C GUARDRAIL ANCHORAGE PLATE FOR BRIDGES AND BCT'S
8338D W-BEAM GUARDRAIL & END ANCHORAGES (STEEL POSTS) (4 SHEETS)
8350A THRIE BEAM ANCHORAGE PLATE
8352C THRIE BEAM WEDGE PLATE FOR F-SHAPE AND J-SHAPE BARRIER
8354A W-BEAM END SECTION
8355B W-BEAM GUARDRAIL (2 SHEETS)
8363A STEEL POST TRAILING-END ANCHOR (5 SHEETS)
8370B BCT CABLE AND COMPONENTS (2 SHEETS)
8380A TRAILING END ANCHOR STRUT AND YOKE
THE FOLLOWING STANDARD PLANS, APPROVED BY THE FEDERAL
HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT
STANDARD PLANS
INDEX NO.SUBJECT APPROVED REVISED
5-297.115 (1 of 2)STAKING INFORMATION SHEET 08-06-2014
5-297.115 (2 of 2)STAKING INFORMATION SHEET 08-06-2014
5-297.217 (2 of 2)CONCRETE MAINLINE PAVEMENT - DIVIDED ROADWAY 01-30-2025
5-297.219 CONCRETE RAMP/LOOP PAVEMENT 01-30-2025
5-297.220 (2 of 2)SAFETY EDGE BITUMINOUS PAVEMENT 02-21-2024
5-297.221 (1 of 5)PAVEMENT JOINTS CONTRACTION (DESIGN C)01-30-2025
5-297.221 (2 of 5)PAVEMENT JOINTS EXPANSION (DESIGN E)01-30-2025
5-297.221 (3 of 5)PAVEMENT JOINTS LONGITUDINAL (DESIGN L)01-30-2025
5-297.223 (1 of 6)BRIDGE APPROACH PANEL LAYOUT (0° SKEW)04-16-2024
5-297.223 (2 of 6)BRIDGE APPROACH PANEL LAYOUT (GREATER THAN 0° UP TO 15° SKEW LEFT)04-16-2024
5-297.223 (3 of 6)BRIDGE APPROACH PANEL LAYOUT (GREATER THAN 0° UP TO 15° SKEW RIGHT)04-16-2024
5-297.223 (4 of 6)BRIDGE APPROACH PANEL LAYOUT (GREATER THAN 15° SKEW LEFT)04-16-2024
5-297.223 (5 of 6)BRIDGE APPROACH PANEL LAYOUT (GREATER THAN 15° SKEW RIGHT)04-16-2024
5-297.224 (4 of 6)BRIDGE APPROACH PANEL REINFORCEMENT (GREATER THAN 15° SKEW LEFT)04-16-2024
5-297.224 (5 of 6)BRIDGE APPROACH PANEL REINFORCEMENT (GREATER THAN 15° SKEW RIGHT)04-16-2024
5-297.250 (1 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (2 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (3 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (4 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (5 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.250 (6 of 6)PEDESTRIAN CURB RAMP DETAILS 11-04-2021
5-297.254 (1 of 4)DRIVEWAY AND SIDEWALK DETAILS 11-04-2021
5-297.254 (2 of 4)DRIVEWAY AND SIDEWALK DETAILS 11-04-2021
5-297.254 (3 of 4)DRIVEWAY AND SIDEWALK DETAILS 11-04-2021 12-23-2021
5-297.254 (4 of 4)DRIVEWAY AND SIDEWALK DETAILS 11-04-2021
5-297.601 (1 of 4)GUARDRAIL / END TREATMENTS MISCELLANEOUS DETAILS 05-14-2021
5-297.601 (2 of 4)GUARDRAIL / END TREATMENTS MISCELLANEOUS DETAILS 05-14-2021
5-297.601 (3 of 4)GUARDRAIL / END TREATMENTS MISCELLANEOUS DETAILS 05-14-2021
5-297.601 (4 of 4)GUARDRAIL / END TREATMENTS MISCELLANEOUS DETAILS 05-14-2021
5-297.612 PROPRIETARY END TERMINAL - TANGENT FOR TYPE 31 GUARDRAIL 11-02-2021
5-297.620 RETAINING WALL GENERAL NOTES AND SUMMARY OF QUANTITIES 08-27-2014 09-01-2016
5-297.624 (1 of 6)RETAINING WALL MISCELLANEOUS DETAILS 02-16-2016 09-01-2016
5-297.624 (2 of 6)RETAINING WALL MISCELLANEOUS DETAILS 08-27-2014 09-01-2016
5-297.624 (4 of 6)RETAINING WALL MISCELLANEOUS DETAILS (GEOTECHNICAL DETAILS)02-16-2016
5-297.624 (6 of 6)RETAINING WALL MISCELLANEOUS DETAILS (GEOTECHNICAL DETAILS)08-27-2014 09-01-2016
5-297.637 (1 of 2)MISCELLANEOUS CONCRETE BARRIER AND PARAPET DETAILS 07-15-2024
5-297.639 CAST IN PLACE CONCRETE RETAINING WALL BASIS OF DESIGN 08-27-2014
5-297.690 TRAFFIC BARRIER TYPE 31 ASSEMBLY DETAILS 07-05-2022
5-297.692 TRAFFIC BARRIER TYPE 31 END ANCHORAGE ASSEMBLY DETAILS 02-09-2023
5-297.695 (1 of 4)APPROACH GUARDRAIL TRANSITION (AGT) TYPE 31 AT F-SHAPE AND J-SHAPE BARRIER - ASSEMBLY DETAILS 07-05-2022
5-297.695 (2 of 4)APPROACH GUARDRAIL TRANSITION (AGT) TYPE 31 AT F-SHAPE AND J-SHAPE BARRIER - F-SHAPE BARRIER CURB DETAILS 07-05-2022
5-297.695 (3 of 4)APPROACH GUARDRAIL TRANSITION (AGT) TYPE 31 AT F-SHAPE AND J-SHAPE BARRIER - J-SHAPE BARRIER CURB DETAILS 07-05-2022
5-297.695 (4 of 4)APPROACH GUARDRAIL TRANSITION (AGT) TYPE 31 AT F-SHAPE AND J-SHAPE BARRIER - MISCELLANEOUS AND COMPONENT DETAILS07-05-2022
5-297.701 STANDARD SIGN PLACEMENT 08-09-2023
5-297.702 DELINEATOR AND MARKER PLACEMENT 06-04-2024
5-297.703 SIGN, DELINEATOR, AND MARKER PLACEMENT NEAR INTERCHANGE RAMP GORES 02-28-2022
5-297.718 (1 of 3)SQUARE-TUBE SIGN MOUNTING DETAILS 08-09-2023
5-297.718 (2 of 3)SQUARE-TUBE SIGN MOUNTING DETAILS 08-09-2023
5-297.718 (3 of 3)SQUARE-TUBE SIGN MOUNTING DETAILS 08-09-2023
5-297.719 SQUARE TUBE SIDE-BY-SIDE SIGN MOUNTING DETAILS 08-09-2023
5-297.721 THREE-WALL BASE - FOR 1-3/4" SQUARE-TUBE RISER POST 11-29-2022
5-297.722 FIN BASE - FOR 2" SQUARE-TUBE RISER POST IN SOIL 08-09-2023
5-297.724 SLIP BASE ASSEMBLY - FOR 2-1/2" SQUARE-TUBE RISER POST 08-09-2023
5-297.731 SIGN MOUNTING DETAILS FOR SIGNAL MAST ARMS 10-16-2019 04-17-2020
5-297.760 (1 of 3)STANDARD OVERHEAD SIGN STRUCTURES - DESIGN D - IMPLEMENTATION INSTRUCTIONS AND NOTES 05-01-2019 05-28-2019
5-297.760 (2 of 3)STANDARD OVERHEAD SIGN STRUCTURES - DESIGN D - CANTILEVER SPAN POST AND TRUSS SELECTION TABLE 05-01-2019 05-28-2019
5-297.760 (3 of 3)STANDARD OVERHEAD SIGN STRUCTURES - DESIGN D - CANTILEVER SPAN POST AND TRUSS SELECTION TABLE 05-01-2019 05-28-2019
5-297.801 INTERIM PAVEMENT MARKINGS AND SIGNING 10-10-2019
5-297.811 (1 of 2)ALTERNATE PEDESTRIAN ROUTE (APR) LAYOUTS 03-18-2021
5-297.811 (2 of 2)ALTERNATE PEDESTRIAN ROUTE (APR) LAYOUTS 03-18-2021
5-297.813 (1 of 2)TEMPORARY PEDESTRIAN ACCESS ROUTE (TPAR) DEVICES - CHANNELIZERS, SIDEWALK BARRICADES, AND PORTABLE STANDS 03-18-2021
5-297.813 (2 of 2)TEMPORARY PEDESTRIAN ACCESS ROUTE (TPAR) DEVICES - TEMPORARY CURB RAMPS AND WALKWAY SURFACES 03-18-2021
5-297.840 (1 of 4)LIGHT TOWER PILE FOUNDATION DESIGN 11-15-2024
5-297.841 (1 of 4)LIGHT TOWER MAT FOUNDATION DESIGN 11-15-2024
5-297.885 (1 of 2)ACCESIBLE PEDESTRIAN SIGNAL (APS) PUSHBUTTON STATION AND LOCATION 02-21-2024
5-297.885 (2 of 2)ACCESIBLE PEDESTRIAN SIGNAL (APS) PUSHBUTTON STATION AND LOCATION 02-21-2024
TABULATION INDEX
TAB SHEET NO.TABULATION
A 11 EARTHWORK TABULATION & SUMMARY
B 11 CLEARING AND GRUBBING
C 11 UTILITY REMOVALS
D 11 REMOVALS
E 12 AGGREGATE & BITUMINOUS SUMMARY
F 12 CONCRETE SUMMARY
G 13 TRAFFIC BARRIERS & FENCING
H 13 PEDESTRIAN CURB RAMP SUMMARY
J 13 TEMPORARY EROSION CONTROL
K 14 PERMANENT TURF ESTABLISHMENT
L 14 DRAINAGE DITCH
M 15 STORM SEWER
N 123-126 SIGN AND DELINEATOR/MARKER
O 127 PERMANENT PAVEMENT MARKINGS AND STRIPING
Q 242 LANDSCAPE SUMMARY
TC1 TC3 TEMPORARY TRAFFIC CONTROL
TC2 TC3 PAVEMENT STRIPING COLOR BREAKDOWN
TC3 TC4 TEMPORARY PAVEMENT SUMMARY
SZ SZ02 TABULATION OF TMS ESTIMATED QUANTITIES
B1 B2 SCHEDULE OF QUANTITIES FOR BRIDGES
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com STANDARD PLATES AND INDEX OF TABULATIONS
10
THE LISTED STANDARD PLANS AND/OR PLATES
ARE INCORPORATED BY REFERENCE INTO THE
PLAN SET. THE CERTIFICATION ON THIS SHEET
SIGNIFIES THE ENGINEER SELECTED THE
STANDARD PLANS AND/OR PLATES AS
APPROPRIATE FOR USE ON THE PROJECT.
REMOVALS C
ROADWAY STATION TO STATION
2104 2215
REMOVE
ANCHORAGE
ASSEMBLY - TYPE 31
REMOVE ENERGY
ABSORBING
TERMINAL
(6)
SAWING CONCRETE
PAVEMENT (FULL
DEPTH)
SAWING
BITUMINOUS
PAVEMENT (FULL
DEPTH)
REMOVE CURB AND
GUTTER
REMOVE
GUARDRAIL
(7)
SALVAGE CHAIN LINK
FENCE
REMOVE CONCRETE
MEDIAN REMOVE PAVEMENT
REMOVE CONCRETE
DRIVEWAY
PAVEMENT
REMOVE
BITUMINOUS
DRIVEWAY
PAVEMENT
REMOVE
BITUMINOUS
PAVEMENT
REMOVE
BITUMINOUS
SHOULDER
PAVEMENT
REMOVE
BITUMINOUS WALK
REMOVE CONCRETE
WALK
FULL DEPTH
RECLAMATION
EACH EACH LIN FT LIN FT LIN FT LIN FT LIN FT SQ YD SQ YD SQ YD SQ YD SQ YD SQ YD SQ FT SQ FT SQ YD
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 1 2 17 12 2160 20 3038 1083
RAMP E 1014+42 TO 1024+00 2 1 33 11 625 1615 904 741
RAMP F 2003+00 TO 2012+03 25 11 95 1767 154 919 280
RAMP H 2014+09 TO 2024+00 16 11 421 102 2464 573 994
SUBTOTAL:3 3 91 45 516 2785 20 102 8884 727 3900 1021
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64 1 204 491 422 100 267 1186 182
SUBTOTAL:1 204 491 422 100 267 1186 182
S.P. 180-102-020
80TH ST
71+64 TO 80+13 1 71 1145 153 627 1458 4218
80+13 TO 88+70 194 75 2552 997 65 111 16 5021 6413
88+70 TO 103+70 381 202 2142 356 78 40 96 10364 11605
103+70 TO 112+40 503 42 846 452 24 147 1457 5148
112+40 TO 141+00 307 425 2957 798 161 244 283 20742 703 16820
SUBTOTAL:1 1456 744 9642 153 3230 328 395 542 20742 19003 44204
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 755 81 1572 428 88 6023 6678
SUBTOTAL:755 81 1572 428 88 6023 6678
TOTAL :3 5 2506 1361 12152 3038 20 4027 10070 416 395 1451 3900 20742 26047 50882
NOTES:
(6)INCLUDES REMOVAL OF ET-2000 TERMINAL ASSEMBLY AND ASSOCIATED HARDWARE.
(7)REMOVE GUARDRAIL INCLUDES AGT CONNECTION TO TYPE J BARRIERS.
CLEARING AND GRUBBING B
ROADWAY STATION TO STATION
GRUBBING
EACH
S.P. 8205-159
RAMP G 1002+50 TO 1012+49
RAMP E 1014+42 TO 1024+00
RAMP F 2003+00 TO 2012+03
RAMP H 2014+09 TO 2024+00
SUBTOTAL:
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64
SUBTOTAL:
S.P. 180-102-020
80TH ST
71+64 TO 80+13
80+13 TO 88+70
88+70 TO 103+70
103+70 TO 112+40 5
112+40 TO 141+00 6
SUBTOTAL:11
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 4
SUBTOTAL:4
TOTAL :15
UTILITY REMOVALS D
ROADWAY STATION TO STATION
2104 2503
REMOVE CONCRETE
APRON REMOVE MANHOLE REMOVE CATCH
BASIN
REMOVE SEWER
PIPE (STORM)
ABANDON
MANHOLE
PLUG FILL AND
ABANDON PIPE
SEWER
EACH EACH EACH LIN FT EACH LIN FT
S.P. 8205-159
RAMP G 1002+50 TO 1012+49
RAMP E 1014+42 TO 1024+00 2 106 51
RAMP F 2003+00 TO 2012+03
RAMP H 2014+09 TO 2024+00
SUBTOTAL:2 106 51
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64
SUBTOTAL:
S.P. 180-102-020
80TH ST
71+64 TO 80+13
80+13 TO 88+70 1 1 5 310 1 241
88+70 TO 103+70 1 4 50
103+70 TO 112+40
112+40 TO 141+00 3 27
SUBTOTAL:1 2 12 387 1 241
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 2 32
SUBTOTAL:2 32
TOTAL :3 2 14 525 1 292
EARTHWORK SUMMARY A
ROADWAY STATION TO STATION
2106 2574
EXCAVATION -
COMMON
(1)
EXCAVATION -
SUBGRADE
(2)
COMMON
EMBANKMENT (CV)
(3)
FILTER TOPSOIL
BORROW (LV)
(4)
LOAM TOPSOIL
BORROW (LV)
(5)
CU YD CU YD CU YD CU YD CU YD
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 1264 1606 3 203
RAMP E 1014+42 TO 1024+00 582 900 1 160
RAMP F 2003+00 TO 2012+03 551 975 1 173
RAMP H 2014+09 TO 2024+00 1077 1033 120 766
TH 61 BIOFILTRATION DITCH 411 43 273
TH 61 MEDIAN DITCH 208 65 344
SUBTOTAL:4093 4514 190 43 1919
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64 510 583 19
SUBTOTAL:510 583 19
S.P. 180-102-020
80TH ST
71+64 TO 80+13 2862 142 497 697
80+13 TO 88+70 2959 210 370
88+70 TO 103+70 3384 11 140
103+70 TO 112+40 918 20
112+40 TO 141+00 3199 490
SUBTOTAL:13322 142 718 1717
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 1583 100
SUBTOTAL:1583 100
TOTAL :19508 5239 908 43 3755
NOTES:
(1)EXCAVATION COMMON INCLUDES TOPSOIL STRIP AND RECLAIM BUT DOES NOT INCLUDE EXISTING PAVEMENT REMOVAL. SEE EXISTING TYPICAL SECTIONS FOR EXISTING PAVEMENT DEPTHS.
(2)EXCAVATION SUBGRADE INCLUDES ALL EXCAVATION BELOW THE GRADING GRADE. QUANTITIES SHOWN FOR 80TH STREET AND E PT DOUGLAS RD ARE ESTIMATED AND WORK SHALL BE APPROVED BY THE
ENGINEER.
(3)COMMON EMBANKMENT DOES NOT INCLUDE 6" TOPSOIL QUANTITY.
(4)12" FILTER TOPSOIL IN BIOFILTRATION DITCH. MIX RATIO SHALL FOLLOW MEDIA MIX D PER MPCA REQUIREMENTS.
(5)ALL 6" DEPTH TOPSOIL QUANTIFIED UNDER LOAM TOPSOIL BORROW. INCLUDES 30% SHRINKAGE FACTOR.
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com TABULATIONS
11
AGGREGATE AND BITUMINOUS SUMMARY E
ROADWAY STATION TO STATION
2106 2118 2211 2215 2331 2360 (1)2451
SELECT
GRANULAR
EMBANKMENT
(CV)
AGGREGATE
SURFACING (CV)
CLASS 1
AGGREGATE BASE
(CV) CLASS 5
AGGREGATE BASE
SPECIAL (CV)
STABILIZED FULL
DEPTH
RECLAMATION
BITUMINOUS
MATERIAL FOR
MIXTURE
CEMENT AGGREGATE BASE JOINT ADHESIVE
TYPE SP 9.5
WEARING COURSE
MIXTURE (2,C)
TYPE SP 9.5
WEARING COURSE
MIXTURE (3,B)
TYPE SP 9.5
WEARING COURSE
MIXTURE (4,F)
TYPE SP 12.5 NON
WEARING COURSE
MIXTURE (4,B)
TYPE SP 12.5
WEARING COURSE
MIXTURE (4,F)
COARSE FILTER
AGGREGATE (CV)
FINE FILTER
AGGREGATE (CV)
CU YD CU YD CU YD CU YD SQ YD TON TON TON LIN FT TON TON TON TON TON CU YD CU YD
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 1400 86 527 1945 136 272 32 11
RAMP E 1014+42 TO 1024+00 833 62 333 5 1606 112 224
RAMP F 2003+00 TO 2012+03 930 41 366 1652 116 232
RAMP H 2014+09 TO 2024+00 929 45 365 1786 125 250
SUBTOTAL:4092 234 1591 5 6989 489 978 32 11
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64 462 223
SUBTOTAL:462 223
S.P. 180-102-020
80TH ST
71+64 TO 80+13 6 59 4338 54 12 2344 862 574
80+13 TO 88+70 964 7107 89 19 4270 12 1350 899
88+70 TO 103+70 1122 9839 123 26 7262 23 2284 289 1523
103+70 TO 112+40 152 5384 67 14 2847 1050 700
112+40 TO 141+00 564 9551 394 22 1687 2249 2811
SUBTOTAL:6 2861 26668 333 71 26274 394 57 7233 2538 6507
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 402 5911 74 16 50 3868 633 104 1054
SUBTOTAL:402 5911 74 16 50 3868 633 104 1054
TOTAL :4554 234 1820 3268 32579 407 87 50 37131 394 57 7866 3131 8539 32 11
NOTES:
(1)BITUMINOUS QUANTITY IS BASED ON 115 LBS PER SQ-YD-IN.
CONCRETE SUMMARY F
ROADWAY STATION TO STATION
2301 2301 2521 2531
CONCRETE
PAVEMENT 8.0"DOWEL BAR 4" CONCRETE WALK
(2)
4" CONCRETE
WALK-EXPOSED
AGGREGATE
4" CONCRETE WALK
SPECIAL
6" CONCRETE WALK
(3)
6" CONCRETE WALK
SPECIAL
CONCRETE CURB
RAMP WALK
CONCRETE CURB
AND GUTTER DESIGN
B612
CONCRETE CURB
AND GUTTER DESIGN
B618
CONCRETE CURB
AND GUTTER DESIGN
B624
7" CONCRETE
DRIVEWAY
PAVEMENT
SQ YD EACH SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT LIN FT LIN FT LIN FT SQ YD
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 3123 1715 113
RAMP E 1014+42 TO 1024+00 1578 836 593 374 114
RAMP F 2003+00 TO 2012+03 1877 1385 473 89
RAMP H 2014+09 TO 2024+00 1796 896 2357 324 259
SUBTOTAL:8374 4832 2950 1171 575
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64 1165 132 2396 224 643
SUBTOTAL:1165 132 2396 224 643
S.P. 180-102-020
80TH ST
71+64 TO 80+13 377 1348 1583 677 357
80+13 TO 88+70 2675 1467 4048 185 852 1747 644 121
88+70 TO 103+70 7838 550 229 3861 1114 814 75 115
103+70 TO 112+40 1995 4141 104 686 784 35
112+40 TO 141+00 7896 4030 656 1011 1883 505
SUBTOTAL:20781 8721 2815 6620 185 6410 3538 3481 1076 776
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 3437 2886 2905 137 1648 1377 81
SUBTOTAL:3437 2886 2905 137 1648 1377 81
TOTAL :9539 4964 26614 8721 2815 12680 3090 7718 5186 4858 2294 857
NOTES:
(2)4" CONCRETE MEDIAN SHALL BE PAID UNDER 4" CONCRETE WALK
(3)CONCRETE APPROACH NOSES SHALL BE PAID UNDER 6" CONCRETE WALK
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com TABULATIONS
12
PEDESTRIAN CURB RAMP SUMMARY H
INTERSECTION CORNER
2521 2531
CURB RAMP DESIGN
(2)CURB RADIUS
DRILL AND GROUT
REINF BAR (EPOXY
COATED)
(1)
TRUNCATED DOMES
EACH SQ FT
S.P. 8205-159
80TH ST & RAMP E
SW 12 16 DEPRESSED CORNER 60' (FACE)
SE 6 16 DIRECTIONAL N/A
80TH ST & RAMP F
SW 9 16 DIRECTIONAL N/A
SE 12 32 DEPRESSED CORNER 30' (FACE)
80TH ST & RAMP F/H MEDIAN 20 40 DIRECTIONAL N/A
80TH ST & RAMP H NE 11 20 TIERED PERPENDICULAR N/A
SUBTOTAL:70 140
S.P. 180-102-020
80TH ST & DRIVEWAY 82+90
SW 16 DIRECTIONAL N/A
SE 16 DIRECTIONAL N/A
80TH ST & DRIVEWAY 84+23
SW 16 DIRECTIONAL N/A
SE 16 DIRECTIONAL N/A
80TH ST & HARDWOOD AVE
NW (N)20 DIRECTIONAL N/A
NW (S)16 DIRECTIONAL N/A
NE (N)28 DIRECTIONAL 35' (BACK)
NE (S)16 DIRECTIONAL N/A
80TH ST & EAST POINT DOUGLAS RD
SW (W)16 DIRECTIONAL N/A
SW (E)28 DIRECTIONAL 40' (BACK)
SE (W)24 DIRECTIONAL 40' (BACK)
SE (E)24 DIRECTIONAL 40' (BACK)
80TH ST & DRIVEWAY EB 96+11
SW 16 PERPENDICULAR N/A
SE 16 PERPENDICULAR N/A
80TH ST & DRIVEWAY WB 96+54
NW 10 PERPENDICULAR N/A
NE 10 PERPENDICULAR N/A
80TH ST & DRIVEWAY EB 97+90
SW 16 DIRECTIONAL N/A
SE 16 DIRECTIONAL N/A
80TH ST & DRIVEWAY WB 98+14
NW 10 DIRECTIONAL N/A
NE 10 DIRECTIONAL N/A
80TH ST & DRIVEWAY WB 99+79
NW 10 DIRECTIONAL N/A
NE 10 DIRECTIONAL N/A
80TH ST & DRIVEWAY WB 101+60
NW 12 DIRECTIONAL N/A
NE 12 DIRECTIONAL N/A
80TH ST & HEMINGWAY AVE
SW 28 DIRECTIONAL 15' (BACK)
NW 12 DIRECTIONAL N/A
NE 24 FAN 20' (BACK)
80TH ST & DRIVEWAY WB 106+64
NW 10 DIRECTIONAL N/A
NE 10 DIRECTIONAL N/A
80TH ST & DRIVEWAY WB 108+80
NW 16 DIRECTIONAL N/A
NE 16 DIRECTIONAL N/A
80TH ST & DRIVEWAY WB 110+35
NW 12 DIRECTIONAL N/A
NE 12 DIRECTIONAL N/A
80TH ST & DRIVEWAY WB 116+30
NW 16 PERPENDICULAR N/A
NE 16 PERPENDICULAR N/A
80TH ST & DRIVEWAY WB 121+80
NW 16 PERPENDICULAR N/A
NE 16 PERPENDICULAR N/A
80TH ST & DRIVEWAY WB 128+40
NW 16 DIRECTIONAL N/A
NE 16 PERPENDICULAR N/A
80TH ST & HYDE AVE
NW (W)16 PERPENDICULAR N/A
NW (E)16 DIRECTIONAL N/A
NE 16 DIRECTIONAL N/A
SW 32 PERPENDICULAR N/A
SUBTOTAL:700
S.P. 180-112-014
E PT DOUGLAS RD & DRIVEWAY 5+35 SW 28 FAN 20' (BACK)
SUBTOTAL:28
TOTAL :70 868
NOTES:
(1)BARS SHALL BE NO. 4, 12" LONG.
(2)SEE PEDESTRIAN CURB RAMP STANDARD PLANS AND INTERSECTION DETAILS FOR CONSTRUCTION DETAILS.
TRAFFIC BARRIERS & FENCING G
ROADWAY STATION TO STATION
2554 2557
ANCHORAGE
ASSEMBLY - TYPE 31
END TREATMENT -
TANGENT TERMINAL
(3)
TRAFFIC BARRIER
DESIGN TYPE 31
TRAFFIC BARRIER
DESIGN TRANSITION
TYPE 31 (4)
IMPACT
ATTENUATOR
(5)
INSTALL CHAIN LINK
FENCE
EACH EACH LIN FT LIN FT ASSEMBLY LIN FT
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 1 2 1500 50 20
RAMP E 1014+42 TO 1024+00 2 1 550 50 1
RAMP F 2003+00 TO 2012+03
RAMP H 2014+09 TO 2024+00
SUBTOTAL:3 3 2050 100 1 20
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64 1 12.5 50
SUBTOTAL:1 12.5 50
S.P. 180-102-020
80TH ST
71+64 TO 80+13 1 75 50
80+13 TO 88+70
88+70 TO 103+70
103+70 TO 112+40
112+40 TO 141+00
SUBTOTAL:1 75 50
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00
SUBTOTAL:
TOTAL :3 5 2138 200 1 20
TEMPORARY EROSION CONTROL J
ROADWAY STATION TO STATION
2573
STORM DRAIN INLET
PROTECTION SILT FENCE, TYPE MS
SEDIMENT CONTROL
LOG TYPE WOOD
FIBER
EACH LIN FT LIN FT
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 2124 630
RAMP E 1014+42 TO 1024+00 1 1866
RAMP F 2003+00 TO 2012+03 1702
RAMP H 2014+09 TO 2024+00 2296
SUBTOTAL:1 7988 630
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64 170
SUBTOTAL:170
S.P. 180-102-020
80TH ST
71+64 TO 80+13 4
80+13 TO 88+70 16 367
88+70 TO 103+70 14 360
103+70 TO 112+40 8
112+40 TO 141+00 23 627
SUBTOTAL:65 727 627
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 4 296
SUBTOTAL:4 296
TOTAL :70 8885 1553
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com TABULATIONS
13
DRAINAGE DITCH L
ROADWAY STATION TO STATION
2108 2502 2503 2506 2554
GEOMEMBRANE
SYSTEM
6" PRECAST
CONCRETE
HEADWALL
6" TP PIPE DRAIN 6" PERF TP PIPE
DRAIN
6" PVC PIPE DRAIN
CLEANOUT
CONNECT TO
EXISTING STORM
SEWER
CASTING ASSEMBLY
(15)
CONSTRUCT
DRAINAGE
STRUCTURE DESIGN
SD-48
GUIDE POST TYPE
SPECIAL
SQ YD EACH LIN FT LIN FT EACH EACH EACH LIN FT EACH
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 288 1 150 288 2 2
RAMP E 1014+42 TO 1024+00 2 1 3.2 1
RAMP F 2003+00 TO 2012+03
RAMP H 2014+09 TO 2024+00
SUBTOTAL:288 1 150 288 2 2 1 3.2 3
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64
SUBTOTAL:
S.P. 180-102-020
80TH ST
71+64 TO 80+13
80+13 TO 88+70
88+70 TO 103+70
103+70 TO 112+40
112+40 TO 141+00
SUBTOTAL:
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00
SUBTOTAL:
TOTAL :288 1 150 288 2 2 1 3.2 3
NOTES:
(15)M-11 CASTING
PERMANENT TURF ESTABLISHMENT K
ROADWAY STATION TO STATION
2574 2575
SUBSOILING
(1)
SOIL BED
PREPARATION
FERTILIZER TYPE 3
(2)
FERTILIZER TYPE 4
(3)
ROLLED EROSION
PREVENTION
CATEGORY 10
ROLLED EROSION
PREVENTION
CATEGORY 20
DISK ANCHORING MOWING
(4)
WEED SPRAYING
(5)
WEED SPRAY
MIXTURE
(6)
HYDRAULIC MULCH
MATRIX
(7)
SEEDING
SEED
MULCH MATERIAL
TYPE 3
(13)
WATER
(14)
SEED SOUTHERN
BOULEVARD
(8)
SEED TURFGRASS
(12)
SEED MESIC INSLOPE
(9)
SEED WET DITCH
(10)
SEED SOUTHERN
TALLGRASS
ROADSIDE
(11)
ACRE ACRE POUND POUND SQ YD SQ YD ACRE ACRE ACRE GALLON ACRE POUND POUND POUND POUND POUND TON M GALLON
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 0.5 0.8 39 32 751 505 0.2 1.5 0.3 0.04 0.5 13 4 3 0.4 0.5
RAMP E 1014+42 TO 1024+00 0.5 0.8 74 14 551 138 0.4 1.5 0.3 0.04 0.5 3 21 3 1 0.7 0.5
RAMP F 2003+00 TO 2012+03 0.2 0.3 33 0.2 0.6 0.1 0.02 0.2 2 11 0.4 0.2
RAMP H 2014+09 TO 2024+00 0.8 1.2 147 1857 0.4 2.4 0.4 0.05 0.8 11 18 10 0.7 0.8
SUBTOTAL:2.0 3.0 293 46 1302 2500 1.2 6.0 1.1 0.15 2.0 16 63 7 14 2.2 2.0
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64 0.1 0.2 4 0.1 0.3 0.1 0.02 0.1 3 0.1 0.1
SUBTOTAL:0.1 0.2 4 0.1 0.3 0.1 0.02 0.1 3 0.1 0.1
S.P. 180-102-020
80TH ST
71+64 TO 80+13 0.3 0.5 40 811 0.1 0.9 0.2 0.03 39 0.3 40 1 0.1 0.3
80+13 TO 88+70 0.4 0.6 70 755 0.2 0.03 430 0.4 70 0.4
88+70 TO 103+70 0.2 0.3 30 231 0.1 0.02 178 0.2 30 0.2
103+70 TO 112+40 0.1 0.2 5 0.1 0.02 250 0.1 5 0.1
112+40 TO 141+00 0.5 0.8 90 0.3 0.04 1250 0.5 90 0.5
SUBTOTAL:1.5 2.3 235 1797 0.1 0.9 0.9 0.14 2147 1.5 235 1 0.1 1.5
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 0.1 0.2 20 0.1 0.02 250 0.1 20 0.1
SUBTOTAL:0.1 0.2 20 0.1 0.02 250 0.1 20 0.1
TOTAL :3.7 5.6 552 46 1302 4297 1.4 7.2 2.3 0.35 2397 3.8 19 255 64 7 14 2.4 3.7
NOTES:
(1)SUBSOILING OCCURS ON ALL SEEDED AREAS.
(2)USE FERTILIZER TYPE 3 ANALYSIS 22-5-10, APPLICATION RATE = 200 LBS/AC.
(3)USE FERTILIZER TYPE 4 ANALYSIS 17-10-7, APPLICATION RATE = 120 LBS/AC.
(4)MOWING QUANTITY BASED ON 300% OF THE SEEDING AREA WITHIN MNDOT R/W
(5)COORDINATE WITH MOWING TO LIMIT WEED SEED SPREADING.
(6)WEED SPRAY MIXTURE QUANTITY BASED ON 0.125 GAL/AC. CLOPY RAILID HERBICIDE LABELED FOR RIGHT OF WAY USE AND FORMULATED AT 3 LBS ACID EQUIVALENT PER GALLON.
(7)HYDRAULIC MULCH APPLICATION RATE = 2500 LBS/AC
(8)SEEDING APPLICATION RATE = 130 LBS/AC.
(9)SEEDING APPLICATION RATE = 65 LBS/AC.
(10)SEEDING APPLICATION RATE = 20 LBS/AC.
(11)SEEDING APPLICATION RATE = 26 LBS/AC.
(12)SEEDING APPLICATION RATE = 200 LBS/AC
(13)MULCH APPLICATION RATE = 2 TONS/AC.
(14)WATER QUANTITY BASED ON 1 MGAL/AC OF SEEDING.
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com TABULATIONS
14
STORM SEWER TABULATION M
IDENTIFICATION OFFSET DRAINAGE STRUCTURE INFORMATION 2503
2506 (5)
CITY STANDARD
PLATE
CASTING
ASSEMBLY
TYPE
2506
RIM ELEV OUTLET
ELEV
DRAINS TO
STRUCTURE
GRADE
(4)
12" RC
APRON
AND TRASH
GUARD
12" RC PIPE
SEWER DES
3006 CL V
15" RC PIPE
SEWER DES
3006 CL V
18" RC PIPE
SEWER DES
3006 CL V
27" RC PIPE
SEWER DES
3006 CL III
33" RC PIPE
SEWER DES
3006 CL III
TELEVISE
STORM
SEWER
CONNECT TO
EXISTING
STRUCTURE
CONNECT
TO
EXISTING
PIPE
CONNECT
EXISTING PIPE
TO NEW
STRUCTURESTRUCTURE
NUMBER ALIGNMENT STATION LT
(1), (2)
RT
(1), (2)
CONST DRAINAGE
STRUCTURE DESIGN
SPEC 1
(2'X3' CB)
CONST DRAINAGE
STRUCTURE DESIGN
SPEC 2
(48")
CONST DRAINAGE
STRUCTURE DESIGN
SPEC 3
(48")
CONST DRAINAGE
STRUCTURE DESIGN
SPEC 4
(60")
CONST DRAINAGE
STRUCTURE DESIGN
SPEC 5
(48")
CONST DRAINAGE
STRUCTURE DESIGN
SPEC 6
(60")
CASTING
ASSEMBLY
(LIN FT)(LIN FT)(LIN FT)(LIN FT)(LIN FT)(LIN FT)(EACH)(EACH)(LIN FT)(LIN FT)(LIN FT)(LIN FT)(LIN FT)(LIN FT)(EACH)(EACH)(EACH)
SS-100 80TH ST EB 81+19.50 22.92 4.0 STO-5 R-3067-V 1 807.98 804.01 3-1027 1.32%7 7 1
SS-101 80TH ST EB 81+45.10 22.92 3.6 STO-5 R-3067-VB 1 807.97 804.34 SS-100 1.30%25 25
SS-101A 80TH ST EB 81+45.10 13.67 4.0 STO-7 R-3067-VB 1 808.75 804.75 SS-101 1.10%37 37
SS-102 80TH ST EB 81+71.01 22.64 3.3 STO-7 R-3067-V 1 807.98 804.67 SS-101 1.30%25 25
SS-200 80TH ST EB 83+12.19 74.90 8.1 STO-5 R-3067-V 1 809.29 801.24 1-815 0.90%1
SS-200A 80TH ST EB 83+69.89 93.48 3.4 STO-9 R-4342 1 809.98 806.60 SS-200 2.60%61 61
SS-201 80TH ST EB 83+83.15 33.42 7.5 STO-5 R-3067-V 1 809.78 802.30 SS-200 1.29%82 82 1
SS-202 80TH ST EB 84+62.21 33.42 7.2 STO-5 R-3067-V 1 810.55 803.33 SS-201 1.30%79 79
SS-202A 80TH ST EB 84+62.38 62.42 3.8 STO-7 R-3067-V 1 810.45 806.65 SS-202 1.00%29 29
SS-203 80TH ST EB 86+79.23 33.92 7.8 STO-5 R-3067-V 1 813.55 805.72 SS-202 1.10%217 217
SS-204 80TH ST EB 87+02.62 63.70 8.4 STO-3 R-1642-B 1 814.41 806.01 SS-203 0.75%39 39 1
SS-300 80TH ST EB 84+62.64 13.26 3.1 STO-5 R-3067-V 1 810.24 807.14 SS-201 1.45%1
FES-301 80TH ST EB 84+62.15 38.48 --808.11 SS-300 3.80%1 19 19
SS-400 80TH ST EB 89+87.10 69.91 5.8 STO-3 R-1642-B 1 818.51 812.71 1-2700 2.37%1
SS-400A 80TH ST EB 89+85.82 93.25 5.0 STO-7 R-3067-VB 1 818.70 813.70 SS-400 1.00%23 23
SS-401 80TH ST EB 90+27.43 73.60 5.6 STO-5 R-3067-VB 1 819.16 813.54 SS-400 2.00%41 41 1
SS-401A 80TH ST EB 90+82.77 73.04 4.9 STO-5 R-3067-V 1 820.15 815.22 SS-401 3.03%2
SS-402 80TH ST EB 90+37.00 16.58 5.2 STO-5 R-3067-V 1 819.46 814.28 SS-401 1.10%58 58
SS-403 80TH ST EB 90+43.58 11.92 5.2 STO-5 R-3067-V 1 819.72 814.54 SS-402 3.20%8 8
SS-404 80TH ST EB 93+64.32 16.83 4.7 STO-7 R-3067-V 1 831.30 826.58 SS-403 3.75%321 321
SS-500 80TH ST EB 95+85.36 12.92 4.0 STO-5 R-3067-V 1 841.20 837.18 --1
SS-600 80TH ST EB 121+74.32 58.64 7.5 STO-3 R-1642-B 1 872.71 865.18 2-4928 2.26%2
SS-600A 80TH ST EB 121+74.33 65.81 4.0 STO-7 R-3067-V 1 872.40 868.40 SS-600 2.00%7 7
SS-700 80TH ST EB 136+18.59 12.67 4 STO-5 R-3067-VB 1 882.24 878.23 3-1506 5.45%25 25 1
SS-701 80TH ST EB 136+18.59 27.85 3.5 STO-7 R-3067-VB 1 882.53 879.01 SS-700 2.00%15 15
SS-702 80TH ST EB 136+20.70 65.76 5.0 STO-7 R-3067-VB 1 882.02 877.01 2-1513 1.10%8 8 1
SP 180-102-020: 80TH STREET 33.3 3.4 56.8 13.4 21.7 25 1 197 471 41 417 1126 1 2 11
SS-800 EPD RD NB 0+50.51 12.81 7.4 STO-3 R-1642-B 1 796.39 788.95 SS-800B 0.85%1
SS-800A EPD RD NB 0+51.14 44.54 6.5 STO-5 R-3067-VB 1 795.67 789.21 SS-800 0.82%32 32 1
SS-800B EPD RD NB 0+50.12 39.92 7.4 STO-5 R-3067-V 1 795.93 788.50 --
SS-801 EPD RD NB 1+21.25 12.42 4.3 STO-5 R-3067-V 1 797.06 792.77 SS-800 2.50%71 71
SS-802 EPD RD NB 1+96.40 12.17 4.0 STO-7 R-3067-V 1 798.68 794.69 SS-801 2.50%75 75
SP 180-112-014: EAST POINT DOUGLAS ROAD 4.0 4.3 13.9 7.4 5 146 32 178 2
NOTES:
(1) OFFSETS ARE TO THE END OF RCP APRONS.
(2) STRUCTURE OFFSETS ARE TO CENTER OF STRUCTURE.
(3) LENGTH OF PIPE IS TO THE END OF BARREL AND DOES NOT INCLUDE APRON LENGTH.
(4) ONLY PROPOSED PIPE GRADES DISPLAYED.
(5) STEPS REQUIRED ON ALL STRUCTURES 4.0' AND DEEPER.
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com TABULATIONS
15
EXISTING RAMP G (TH-61 SB / US-10 EB OFF RAMP)
STA. 1002+82 TO STA. 1006+50
EXISTING RAMP F (TH-61 NB / US-10 WB OFF RAMP)
STA. 2003+81 TO STA. 2008+00
EXISTING RAMP H (TH-61 NB / US-10 WB ON RAMP)
STA. 2017+50 TO STA. 2022+98
16'
RAMP
6'
SHLD
3.5'-9'
AGG SHLD
4'
SHLD
0'-5'
AGG SHLD
VAR. (1
:
2
O
R
F
L
A
T
T
E
R
)
VAR. (1:2
O
R
F
L
A
T
T
E
R
)
12'
THRU/LTL
EXISTING RAMP G (TH-61 SB / US-10 EB OFF RAMP)
STA. 1006+50 TO STA. 1012+50
6'
12'
LTL
12'
RTL
VAR.
(
1
:
3
O
R
F
L
A
T
T
E
R
)
VAR.
(
1
:
3
O
R
F
L
A
T
T
E
R
)
6'
SHLD
4.5'
PI
4'
SHLD
4.5'
PI
16'
RAMP
6'
SHLD
4.5'
PI
EXISTING RAMP E (TH-61 SB / US-10 EB ON RAMP)
STA. 1013+60 TO STA. 1022+31
8'
4'
SHLD
2.5'
AGG SHLD
VAR. (1
:
2
O
R
F
L
A
T
T
E
R
)
VAR. (1:
6
O
R
F
L
A
T
T
E
R
)
12'
RTL
6'
SHLD
4'
AGG SHLD
EXISTING RAMP F (TH-61 NB / US-10 WB OFF RAMP)
STA. 2008+00 TO STA. 2012+03
4'
SHLD
2'
PI
12'
THRU/LTL
8'
VAR. (1
:
6
O
R
F
L
A
T
T
E
R
)
EXISTING RAMP H (TH-61 NB / US-10 WB ON RAMP)
STA. 2013+17 TO STA. 2017+50
VAR.
0.025
18'12'VAR.
MEDIAN
18'
MERGE LANERAMP
13'
BERMBERM
TRAFFIC
BARRIER TYPE
31 (INP)TRAFFIC
BARRIER TYPE
31 (INP)
TRAFFIC
BARRIER TYPE
31 (INP)
B624 C&G (INP)B624 C&G (INP)B624 C&G (INP)
B624 C&G (INP)
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.EXISTING PAVEMENT CROSS SLOPES VARY. SEE CROSS SECTIONS FOR
EXISTING PAVEMENT SLOPES.
3.EXISTING PAVEMENT DEPTHS ARE APPROXIMATE AND ARE
SUMMARIZED BASED ON THE SOIL BORING REPORT IN THE TABLE ON
THIS SHEET. FIELD VERIFY THICKNESS. VARIANCE IN PAVEMENT
SECTION IS INCIDENTAL AND WILL NOT BE COMPENSATED.
EX 1 EXISTING TYPICAL SECTION
RAMPS G, F, & H
EX 2 EXISTING TYPICAL SECTION
RAMP G
EX 3 EXISTING TYPICAL SECTION
RAMP E
EX 4 EXISTING TYPICAL SECTION
RAMP F
EX 5 EXISTING TYPICAL SECTION
RAMP H
EXISTING PAVEMENT THICKNESS (MNDOT ROW)
BORING STATION LOCATION MATERIAL THICKNESS (IN)
7000 STA 2003+97 2 ' LT BIT.0.60
CONC.5.52
7002 STA 2010+35 3 ' LT BIT.0.60
CONC.6.12
7004 STA 2019+12 1 ' RT BIT.0.06
CONC.6.96
7006 STA 1002+02 4 ' LT CONC.10.80
7008 STA 1009+45 18 ' RT BIT.0.60
CONC.6.60
7009 STA 1014+49 0 ' LT BIT.0.60
CONC.5.40
7011 STA 1020+45 1 ' RT BIT.0.60
CONC.6.36
7013 STA 76+76 47 ' LT BIT.8.40
7014 STA 75+78 4 ' LT BIT.9.60
7015 STA 1011+32 19 ' RT BIT.0.60
CONC.6.84
7016 STA 71+07 5 ' RT BIT.2.40
CONC.6.60
7017 STA 75+26 2 ' RT BIT.9.60
7018 STA 78+56 3 ' RT BIT.9.12
7022 STA 80+67 20 ' LT BIT.8.52
TYPICAL SECTIONS DETAILS & STANDARD PLANS
EXISTING TYPICAL SECTIONS
16
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1
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
5
:
5
6
:
3
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
EXISTING 80TH ST EB
STA. 74+55 TO STA. 76+42
EXISTING 80TH ST WB
STA. 74+68 TO 76+53
14'
LTL
12'
THRU LANE
12'
THRU LANE
6'
SHLD
8'
WALK
VAR.
MEDIAN
14'
LTL
12'
THRU LANE
12'
THRU LANE
4'
BLVD
VAR. 5' TO 11'
PI
2'
B624 C&G (INP)
TRAFFIC
BARRIER TYPE
31 (INP)
B624 C&G (INP)
B624 C&G (INP)
5' FENCE (INP)
6'
SHLD
EXISTING 80TH ST EB
STA. 70+03 TO STA. 70+73
EXISTING 80TH ST WB
STA. 69+99 TO 70+72
14'
THRU LANE
12'
THRU LANE
12'
RTL
6'
SHLD
9.5'
WALK
VAR.
MEDIAN
14'
THRU LANE
12'
THRU LANE
6'
SHLD3' PI VAR.
PI
TRAFFIC
BARRIER
TYPE 31
(INP)
INTEGRANT B6
CURB (INP)
INTEGRANT B6
CURB (INP)
INTEGRANT B6
CURB (INP)
TRAFFIC
BARRIER
TYPE 31
(INP)
VAR.
(
1
:
3
O
R
F
L
A
T
T
E
R
)
VAR.
(
1
:
3
O
R
F
L
A
T
T
E
R
)
EXISTING 80TH ST EB
STA. 70+73 TO STA. 71+64
EXISTING 80TH ST WB
STA. 70+72 TO 71+59
14'
LTL
12'
THRU LANE
12'
THRU LANE
6'
SHLD
8'
WALK
VAR.
MEDIAN
14'
LTL
12'
THRU LANE
12'
THRU LANE
6'
SHLD
VAR.
2' TO 6.5'
BLVD
3' PI 2'
INTEGRANT B6
CURB (INP)INTEGRANT B6 CURB
(INP)
INTEGRANT B6 CURB
(INP)
TRAFFIC BARRIER
TYPE 31 (INP)
5' FENCE (INP)
INTEGRANT B6 CURB
(INP)
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.EXISTING PAVEMENT CROSS SLOPES VARY. SEE CROSS SECTIONS FOR EXISTING
PAVEMENT SLOPES.
3.EXISTING PAVEMENT DEPTHS ARE APPROXIMATE AND ARE SUMMARIZED BASED
ON THE SOIL BORING REPORT IN THE TABLE ON SHEET 16. FIELD VERIFY
THICKNESS. VARIANCE IN PAVEMENT SECTION IS INCIDENTAL AND WILL NOT BE
COMPENSATED.
EX 6 EXISTING TYPICAL SECTION
80TH ST
EX 7 EXISTING TYPICAL SECTION
80TH ST
EX 8 EXISTING TYPICAL SECTION
80TH ST
TYPICAL SECTIONS DETAILS & STANDARD PLANS
EXISTING TYPICAL SECTIONS
17
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
1
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
5
:
5
6
:
3
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
℄ 80TH ST WB
STA. 76+53 TO STA. 83+74
14'
THRU LANE
12'
THRU LANE
℄ 80TH ST EB
STA. 76+42 TO STA. 83+36
14'
THRU LANE
14'
THRU LANE
4' MIN
BLVD (INP)
8'
WALK (INP)
1'
BERM (INP)
VAR.
MEDIAN
B624 C&G (INP)
6'
BERM
14'
RTL
B624 C&G (INP)
B624 C&G (INP)
VAR.
(
1
:
3
O
R
F
L
A
T
T
E
R
)
VAR.
(
1
:
3
O
R
F
L
A
T
T
E
R
)
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.EXISTING PAVEMENT CROSS SLOPES VARY. SEE CROSS SECTIONS FOR EXISTING
PAVEMENT SLOPES.
3.EXISTING PAVEMENT DEPTHS ARE APPROXIMATE AND ARE SUMMARIZED BASED
ON THE SOIL BORING REPORT IN THE TABLE ON SHEET 16. FIELD VERIFY
THICKNESS. VARIANCE IN PAVEMENT SECTION IS INCIDENTAL AND WILL NOT BE
COMPENSATED.
EX 9 EXISTING TYPICAL SECTION
80TH ST
TYPICAL SECTIONS DETAILS & STANDARD PLANS
EXISTING TYPICAL SECTIONS
18
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
1
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
5
:
5
6
:
4
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
16'
RAMP
6'
SHLD
2'
PI
℄ RAMP G (TH-61 SB / US-10 EB OFF RAMP)
STA. 1002+82 TO STA. 1006+34
℄ RAMP F (TH-61 NB / US-10 WB OFF RAMP)
STA. 2003+81 TO STA. 2008+17
℄ RAMP H (TH-61 NB / US-10 WB ON RAMP)
STA. 2014+10 TO STA. 2022+98
8'
4'
SHLD
2'
PI
0.02 0.02 0.04
1:2 (MAX
)
1:6 (TYP)
0.04
A PROPOSED TYPICAL SECTION
RAMPS G, F, & H
B PROPOSED TYPICAL SECTION
RAMP G
DESIGN
PROFILE
GRADE
1:2 (MA
X
)1:6 (TYP
)
INSET A
INSET M
1:25 (M
I
N
)
1:25 (MI
N
)
0.04
0.04
INSET M
12'
THRU/LTL
6'
SHLD
4.5'
PI
℄ RAMP G (TH-61 SB / US-10 EB OFF RAMP)
STA. 1006+34 TO STA. 1013+03
6'
4'
SHLD
1:3 (
T
Y
P
)
12'
LTL
12'
RTL
4.5'
PI
1:3 (
T
Y
P
)
TRAFFIC BARRIER TYPE 31
TRAFFIC BARRIER TYPE 31
DESIGN
PROFILE
GRADE
1:10
(
M
I
N
)
1:10
(
M
I
N
)
1:10 0.04 0.02 0.02 0.02 0.02 0.04 1:10
INSET M
INSET A INSET M
GRADING GRADE
GRADING GRADE
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM OF SUBGRADE
EXCAVATION WILL HAVE THE SAME SLOPE AS THE FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION TRANSITIONS AND
PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED AS GUTTER OUT
SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
SPECIFIC NOTES:
CONSTRUCT SAFETY EDGE. 4" AGGREGATE
SURFACING (CV) CLASS I SHALL BE USED TO SHOULDER P.I.
SEE STANDARD PLAN 5-297.690. A 2' BUFFER WITH A
MAX SLOPE OF 1:10 IS REQUIRED BEHIND THE GUARDRAIL POSTS.
A
A A
B
B
B
2:
1
2:
1
2:
1
2:
1
6" MIN TOPSOIL
6" MIN TOPSOIL
6" MIN TOPSOIL
6" MIN TOPSOIL
A
A
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
19
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
1
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
5
:
5
6
:
4
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
E PROPOSED TYPICAL SECTION
RAMP H
C PROPOSED TYPICAL SECTION
RAMP E D PROPOSED TYPICAL SECTION
RAMP F
16'
RAMP
6'
SHLD
4.5'
PI
℄ RAMP E (TH-61 SB / US-10 EB ON RAMP)
STA. 1013+60 TO STA. 1022+31
8'
4'
SHLD
2'
PI
DESIGN
PROFILE
GRADE
1:4 (MA
X
)
1:4 (MA
X
)1:6 (TYP
)
TRAFFIC BARRIER TYPE 31
1:6 (TYP
)
1:25 (M
I
N
)
1:25 (M
I
N
)
0.02 0.02 0.04 0.04
0.040.04
INSET M
INSET A
INSET M
12'
RTL
6'
SHLD
2'
PI
℄ RAMP F (TH-61 NB / US-10 WB OFF RAMP)
STA. 2008+17 TO STA. 2012+03
8'
4'
SHLD
2'
PI
1:6 (TYP
)
12'
THRU/LTL
DESIGN
PROFILE
GRADE
1:6 (TYP
)
1:25 (M
I
N
)
1:25 (M
I
N
)
0.02 0.02 0.04 0.04
0.040.04
INSET A INSET M
INSET M
℄ RAMP H (TH-61 NB / US-10 WB ON RAMP)
STA. 2013+17 TO STA. 2014+10
14'12'
1:2 (
M
A
X
)
RAMP
3'
PI
39.5'
BERM
1' (TYP)
B624 CONCRETE
CURB AND GUTTER
B624 CONCRETE
CURB AND GUTTER
DESIGN PROFILE GRADE
1:3 (
T
Y
P
)
1:25
(
M
I
N
)
0.02
0.02 0.02
0.04
INSET A
GRADING GRADE
GRADING GRADE
GRADING GRADEGENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM OF SUBGRADE
EXCAVATION WILL HAVE THE SAME SLOPE AS THE FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION TRANSITIONS AND
PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED AS GUTTER OUT
SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
A A
A
SPECIFIC NOTES:
CONSTRUCT SAFETY EDGE. 4" AGGREGATE
SURFACING (CV) CLASS I SHALL BE USED TO SHOULDER P.I.
SEE STANDARD PLAN 5-297.690. A 2' BUFFER WITH A
MAX SLOPE OF 1:10 IS REQUIRED BEHIND THE GUARDRAIL POSTS.
BACKFILL WITH COMMON EMBANKMENT (CV)
A
B
C
B
C
2:
1
2:
1
2:
1 2:
1
2:
1
6" MIN TOPSOIL 6" MIN TOPSOIL
6" MIN TOPSOIL
6" MIN TOPSOIL
6" MIN TOPSOIL
1:6 (TYP
)1:100 (M
I
N
)
6" MIN TOPSOIL C
A
2:1
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
20
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
1
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
5
:
5
6
:
5
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
F PROPOSED TYPICAL SECTION
80TH STREET
G PROPOSED TYPICAL SECTION
80TH STREET
H PROPOSED TYPICAL SECTION
80TH STREET
℄ 80TH ST EB
STA. 70+03 TO STA. 70+73
℄ 80TH ST WB
STA. 69+99 TO 70+72
14'
THRU LANE
12'
THRU LANE
12'
RTL
6'
SHLD
9.5'
WALK
VARIES
(19'-28')
MEDIAN
14'
THRU LANE
12'
THRU LANE
6'
SHLD
1:3
3' PI
VAR.
3.5'-5'
PI
1:3
1' (TYP)
TRAFFIC
BARRIER
TYPE 31
1'
(TYP)B624 CONCRETE
CURB AND GUTTER B624 CONCRETE
CURB AND GUTTER
(GUTTER OUT)
B624 CONCRETE
CURB AND GUTTER
DESIGN PROFILE GRADE DESIGN PROFILE GRADE TRAFFIC BARRIER TYPE 31
0.5'
(TYP)
1:10 VAR.VAR.VAR.
VAR.
0.02 0.02 0.02 0.02 0.0125 1:10
INSET A INSET A
INSET B
INSET H
℄ 80TH ST EB
STA. 70+73 TO STA. 71+64
℄ 80TH ST WB
STA. 70+72 TO 71+59
14'
LTL
12'
THRU LANE
12'
THRU LANE
6'
SHLD
8'
WALK
6.5'
MEDIAN
14'
LTL
12'
THRU LANE
12'
THRU LANE
6'
SHLD
VAR.
2' TO 6.5'
BLVD
1:3
3' PI 2'
1:6
1'
(TYP)
1'
(TYP)
B624 CONCRETE
CURB AND GUTTER
B624 CONCRETE
CURB AND GUTTER
B624 CONCRETE
CURB AND GUTTER
TRAFFIC BARRIER
TYPE 31
5' FENCE (INP)
DESIGN
PROFILE
GRADE
DESIGN
PROFILE
GRADE
0.5'
(TYP)
0.02
VAR.VAR.
VAR.VAR.VAR.
0.02 0.02 0.02 0.02
VAR.0.015
INSET A
INSET A
INSET B
INSET H
1:3
DESIGN PROFILE GRADE
DESIGN PROFILE GRADE
1:6 VAR.VAR.
VAR.VAR.VAR.
VAR.VAR.VAR.
INSET N
INSET N
GRADING GRADE
GRADING GRADE
GRADING GRADE
GRADING GRADE
GRADING GRADE
GRADING GRADE
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM
OF SUBGRADE EXCAVATION WILL HAVE THE SAME SLOPE AS THE
FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE
SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION
TRANSITIONS AND PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED
AS GUTTER OUT SHALL MATCH THE SLOPE OF THE ADJACENT
ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
SPECIFIC NOTES:
SEE STANDARD PLAN 5-297.690. A 2' BUFFER WITH A
MAX SLOPE OF 1:10 IS REQUIRED BEHIND THE GUARDRAIL POSTS.
BACKFILL WITH COMMON EMBANKMENT (CV)
B
C
C
C
C
B
B
B
2:
1
2:
1
2:
1
2:
1
B624 CONCRETE
CURB AND GUTTER
(GUTTER OUT)
℄ 80TH ST EB
STA. 74+55 TO STA. 76+42
℄ 80TH ST WB
STA. 74+68 TO 76+53
14'
LTL
12'
THRU LANE
12'
THRU LANE
6'
SHLD
8'
WALK (INP)
11'
MEDIAN
14'
LTL
12'
THRU LANE
12'
THRU LANE
4'
BLVD (INP)
VAR. 5' TO 11'
PI (INP)
2' (INP)
B624 CONCRETE
CURB AND GUTTER
(INP)
TRAFFIC
BARRIER TYPE
31 (INP)
B624 CONCRETE
CURB AND GUTTER (INP)B624 CONCRETE CURB AND GUTTER (INP)
5' FENCE (INP)
6'
SHLD
C
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
6" MIN TOPSOIL
6" MIN TOPSOIL
6" MIN TOPSOIL
6" MIN TOPSOIL
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
21
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
1
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
5
:
5
6
:
5
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
℄ 80TH ST WB
STA. 76+53 TO STA. 78+71
14'
THRU LANE
12'
THRU LANE
1:3
℄ 80TH ST EB
STA. 76+42 TO STA. 78+46
14'
THRU LANE
14'
THRU LANE
4' MIN
BLVD (INP)
8'
WALK (INP)
1'
BERM (INP)
B624 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
DESIGN
PROFILE GRADE DESIGN
PROFILE GRADE
6'
BLVD
14'
RTL
1:3
6'
WALK
2'
BERM
1' (TYP)
B624 CONCRETE
CURB AND GUTTER
VARIES
(21'-34')
MEDIAN
B612 CONCRETE
CURB AND GUTTER
6'
BLVD
14'
RTL
1:3
6'
WALK
2'
BERM
B624 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
0.5'
(TYP)
I PROPOSED TYPICAL SECTION
80TH STREET
ST
A
.
7
7
+
0
9
T
O
S
T
A
.
7
7
+
8
1
F
U
L
L
R
E
C
O
N
S
T
R
U
C
T
S
E
C
T
I
O
N
VAR.0.020.015 VAR.VAR.
VAR.
VAR.VAR.
INSET N
INSET C
0.020.015 0.02
INSET P
INSET H
INSET H
GRADING GRADE
GRADING GRADE
GRADING GRADE
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM OF SUBGRADE
EXCAVATION WILL HAVE THE SAME SLOPE AS THE FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION TRANSITIONS AND
PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED AS GUTTER OUT
SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
C 2:
1
SPECIFIC NOTES:
BACKFILL WITH COMMON EMBANKMENT (CV)C
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
INSET N
EXISTING PAVEMENT THICKNESS - 80TH STREET
BORING STATION LOCATION
(80TH STREET EB)MATERIAL THICKNESS
(IN)
ST-16 78+00 BITUMINOUS 8.00
C1,C25 80+40 BITUMINOUS 7.63
C2,C24 81+25 BITUMINOUS 6.75
C3,C23 82+35 BITUMINOUS 9.50
C4,C21 83+30 BITUMINOUS 8.75
C5,C20 84+50 BITUMINOUS 8.63
C6,C19 85+10 BITUMINOUS 8.50
C7,C18 86+25 BITUMINOUS 8.75
C8,C17 87+50 BITUMINOUS 9.00
C9,C16 88+30 BITUMINOUS 8.63
C10,C15 90+50 BITUMINOUS 8.00
C11,C14 91+80 BITUMINOUS 8.38
C12,C13 92+50 BITUMINOUS 8.63
C26 93+00 BITUMINOUS 9.25
C27,C50 94+60 BITUMINOUS 8.50
C28,C49 96+80 BITUMINOUS 6.75
C29,C48 98+20 BITUMINOUS 7.75
C30,C47 100+00 BITUMINOUS 6.75
C31,C46 101+50 BITUMINOUS 6.63
C32,C45 102+50 BITUMINOUS 6.63
C33,C44 104+20 BITUMINOUS 6.75
C34,C43 106+20 BITUMINOUS 7.50
C35,C42 107+50 BITUMINOUS 6.25
C36,C41 109+00 BITUMINOUS 6.63
C37,C40 110+50 BITUMINOUS 6.50
C38,C39 111+50 BITUMINOUS 6.50
ST-12 125+00 BITUMINOUS 6.50
ST-11 138+00 BITUMINOUS 8.00
INSET G2'2'
INSET DINSET D
B612 CONCRETE
CURB AND GUTTER
6" MIN TOPSOIL
6" MIN TOPSOIL
8" EX BITUMINOUS
12" EX SELECT GRANULAR
SHEET
B
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20
2
5
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0
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1
1
3
1
4
8
1
\
C
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D
\
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3
D
\
1
3
1
4
8
1
C
1
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
5
:
5
7
:
0
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
22
℄ 80TH ST WB
STA. 78+46 TO STA. 84+12
14'
THRU LANE
12'
THRU LANE
℄ 80TH ST EB
STA. 78+46 TO STA. 83+75
14'
THRU LANE
B624 CONCRETE
CURB AND GUTTER
DESIGN
PROFILE GRADE DESIGN
PROFILE GRADE
INSET N
INSET P
VARIES
(5'-33')
MEDIAN
B612 CONCRETE
CURB AND GUTTER
INSET C
VARIES
(5'-33')
BLVD
(INP.)
14'
RTL
B624 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
J PROPOSED TYPICAL SECTION
80TH STREET RIGHT TURN LANE
11'
THRU LANE
0.02
12'
RTL
℄ 80TH ST WB
STA. 84+12 TO STA. 89+10
℄ 80TH ST EB
STA. 83+75 TO STA. 88+73
B624 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
DESIGN
PROFILE GRADE
DESIGN
PROFILE GRADE
INSET N INSET N
B612 CONCRETE
CURB AND GUTTER
14'
THRU LANE
6'
WALK
(INP.)
B624 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
K PROPOSED TYPICAL SECTION
80TH STREET DUAL LEFT TURN LANES EASTBOUND
12'
RTL
12'
THRU LANE
11.5'
LTL
11'
LTL
11'
THRU LANE
0.03
2'
STAMPED COLORED CONCRETE
MAINTENANCE STRIP
11'
THRU LANE
B612 CONCRETE
CURB AND GUTTER
VARIES
(2'-7')
BLVD
(INP.)
VARIES
(7'-8')
CONC
WALK
(INP.)
INSET C
0.020.020.020.020.020.020.02
0'-2' SEE CROSS
SECTIONS
4'
BLVD
0.5'
(TYP)INSET H
0.0150.02
8'
CONC
WALK
6'
CONC
WALK
(INP.)
0.020.020.020.02
GRADING GRADE GRADING GRADE
GRADING GRADE
GRADING GRADE
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM OF SUBGRADE
EXCAVATION WILL HAVE THE SAME SLOPE AS THE FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION TRANSITIONS AND
PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED AS GUTTER OUT
SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
SPECIFIC NOTES:
BACKFILL WITH COMMON EMBANKMENT (CV)C 2:
1
INSET N
4.5'
MEDIAN
VAR
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
CONCRETE SIDEWALK &
MAINTENANCE STRIP
SPOT REPAIR AS DIRECTED
BY ENGINEER
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
1'
VARIES
(6'-12')
BLVD 6'
WALK
(INP.)
ST
A
.
8
4
+
1
2
T
O
S
T
A
.
8
7
+
3
2
INSET P
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
1:4
B612 CONCRETE
CURB AND GUTTER
INSET G
2'2'
INSET DINSET D
INSET G
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
INSET G
VAR.
INSET G
INSET D
6" MIN TOPSOIL
8.6" EX BITUMINOUS
12" EX SELECT GRANULAR
8.6" EX BITUMINOUS
12" EX SELECT GRANULAR
8.25" EX BITUMINOUS
12" EX SELECT GRANULAR
8.25" EX BITUMINOUS
12" EX SELECT GRANULAR
SHEET
B
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2
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1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
1
0
1
.
d
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12
/
1
1
/
2
0
2
5
5
:
5
7
:
0
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
23
℄ 80TH ST WB
STA. 90+68 TO STA. 95+70
℄ 80TH ST EB
STA. 90+30 TO STA. 95+36
B624 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
DESIGN
PROFILE GRADE
DESIGN
PROFILE GRADE
INSET P INSET N
VARIES
(5'-10')
MEDIAN
B612 CONCRETE
CURB AND GUTTER
(TIP OUT)
INSET C
B624 CONCRETE
CURB AND GUTTER (INP)
L PROPOSED TYPICAL SECTION
80TH STREET DUAL LEFT TURN LANES WESTBOUND
13'
THRU LANE
11.5'
LTL
12'
THRU LANE
11'
LTL
12'
RTL
11'
THRU LANE
11'
THRU LANE
0.02
ST
A
.
9
2
+
4
2
T
O
S
T
A
.
9
5
+
3
6
3.5'
BLVD
M PROPOSED TYPICAL SECTION
80TH STREET TYPICAL SFDR (600' EAST OF HARDWOOD AVE & WEST OF HINTON AVE)
℄ 80TH ST WB
STA. 95+70 TO 112+79
NO TURN LANE AREAS
℄ 80TH ST EB
STA. 95+36 TO 112+42
NO TURN LANE AREAS
VARIES
(6'-17')
MEDIAN
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR A DIRECTED
BY ENGINEER
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
DESIGN PROFILE GRADE
DESIGN PROFILE
GRADE
12.5'
THRU LANE
13'
THRU LANE
12.5'
THRU LANE
INSET O
13'
THRU LANE
0.020.020.020.02
INSET O
VARIES
(3'-5')
BLVD
8'
CONC
WALK
(INP.)
2'
EXPOSED AGGREGATE
MAINTENANCE STRIP
(INP.)
VARIES
(8'-9')
CONC
WALK
(INP.)
0.020.02
2'
EXPOSED AGGREGATE
MAINTENANCE STRIP
(INP.)
VARIES
(8'-12')
CONC
WALK
(INP.)
B612 CONCRETE
CURB AND GUTTER
0.02 0.02 0.02 0.02
4'
BLVD
(INP.)
8'
CONC
WALK
(INP.)
0.5'
(TYP)INSET G
1:8 - 1
:
3
B618 CONCRETE
CURB AND GUTTER
0.0150.02
8'
CONC
WALK
ST
A
.
9
5
+
3
6
T
O
S
T
A
.
1
0
0
+
9
0
GRADING GRADE
GRADING GRADE
GRADING GRADE
GRADING GRADE
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM OF SUBGRADE
EXCAVATION WILL HAVE THE SAME SLOPE AS THE FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION TRANSITIONS AND
PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED AS GUTTER OUT
SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
CONCRETE SIDEWALK AND
MAINTENANCE STRIP
SPOT REPAIR AS DIRECTED
BY ENGINEER
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
B624 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
INSET N
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
INSET G
INSET G
CONCRETE SIDEWALK AND
MAINTENANCE STRIP
SPOT REPAIR AS DIRECTED
BY ENGINEER
INSET GINSET F
INSET F
INSET G
INSET F INSET E
VARIES
(6'-13')
MEDIAN
INSET P
6.9" EX BITUMINOUS
12" EX CLASS 5
6.9" EX BITUMINOUS
12" EX CLASS 5
8.25" EX BITUMINOUS
12" EX SELECT GRANULAR
8.25" EX BITUMINOUS
12" EX SELECT GRANULAR
SHEET
B
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5
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1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
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1
0
1
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12
/
1
1
/
2
0
2
5
5
:
5
7
:
1
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
24
2'
EXPOSED AGGREGATE
MAINTENANCE STRIP
(INP.)
℄ 80TH ST WB
STA. 95+70 TO 112+79
EX TURN LANE AREAS
℄ 80TH ST EB
STA. 95+36 TO 112+42
EX TURN LANE AREAS
VARIES
(6'-17')
MEDIAN
N PROPOSED TYPICAL SECTION
80TH STREET TYPICAL SFDR WITH TURN LANES (600' EAST OF HARDWOOD AVE & WEST OF HINTON AVE)
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
DESIGN PROFILE GRADE DESIGN PROFILE
GRADE
12.5'
THRU LANE
13'
RTL
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
12.5'
LTL
INSET O
13'
RTL
0.020.020.020.020.020.020.02
INSET O
VARIES
(8'-9')
CONC
WALK
(INP.)
VARIES
(3'-5')
BLVD
8'
CONC
WALK
(INP.)
B624 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
ST
A
.
9
5
+
3
6
T
O
S
T
A
.
1
0
0
+
9
0
O PROPOSED TYPICAL SECTION
80TH STREET TYPICAL FULL DEPTH RECLAMATION (HINTON AVE TO IDEAL AVE)
℄ 80TH ST WB
STA. 112+79 TO 122+12 AND STA. 127+31 TO 140+00
NO TURN LANE AREAS
℄ 80TH ST EB
STA. 112+42 TO 121+74 AND STA. 126+94 TO 139+50
NO TURN LANE AREAS
VARIES
(4'-17')
MEDIAN
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
DESIGN PROFILE GRADE
DESIGN PROFILE
GRADE
12.5'
THRU LANE
13'
THRU LANE
12.5'
THRU LANE
INSET Q
13'
THRU LANE
0.020.020.020.02
INSET Q
VARIES
(7'-24')
BLVD
0.015
8'
BIT
TRAIL
INSET L
1'
(TYP)
GRADING GRADE
GRADING GRADE
GRADING GRADE
GRADING GRADE
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM OF SUBGRADE
EXCAVATION WILL HAVE THE SAME SLOPE AS THE FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION TRANSITIONS AND
PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED AS GUTTER OUT
SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
VARIES
(6'-13')
MEDIAN
10" FULL DEPTH
RECLAMATION 10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION 10" FULL DEPTH
RECLAMATION
INSET G
INSET E
CONCRETE SIDEWALK AND
MAINTENANCE STRIP
SPOT REPAIR AS DIRECTED
BY ENGINEER
INSET G
INSET F
INSET F
INSET EINSET F
6.9" EX BITUMINOUS
12" EX CLASS 5
6.9" EX BITUMINOUS
12" EX CLASS 5
7.25" EX BITUMINOUS
12" EX CLASS 5
7.25" EX BITUMINOUS
12" EX CLASS 5
2' CLEAR
ZONE
2' CLEAR
ZONE
SHEET
B
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1
1
3
1
4
8
1
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C
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D
\
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3
D
\
1
3
1
4
8
1
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
25
℄ 80TH ST WB
STA. 113+69 TO 122+12 AND STA. 127+31 TO 140+00
EX TURN LANE AREAS
℄ 80TH ST EB
STA. 113+32 TO 121+74 AND STA. 126+94 TO 139+50
EX TURN LANE AREAS
VARIES
(4'-17')
MEDIAN
P PROPOSED TYPICAL SECTION
80TH STREET TYPICAL TURN LANES FULL DEPTH RECLAMATION (HINTON AVE TO IDEAL AVE)
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
DESIGN PROFILE GRADE DESIGN PROFILE
GRADE
12.5'
THRU LANE
13'
RTL
11'
THRU LANE
11'
THRU LANE
11'
THRU LANE
12.5'
LTL
℄ 80TH ST WB
STA. 122+12 TO STA. 127+31
℄ 80TH ST EB
STA. 121+74 TO STA. 126+94
0.02
17'
MEDIAN
Q PROPOSED TYPICAL SECTION
80TH STREET CRESTVIEW ELEMENTARY RIGHT TURN LANE
B618 CONCRETE
CURB AND GUTTER
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
DESIGN
PROFILE GRADE
INSET Q
12.5'
RTL
12.5'
THRU LANE
11.5'
THRU LANE
DESIGN PROFILE
GRADE
12.5'
THRU LANE
0.02 0.02
INSET R
9'
BLVD
8'
BIT
TRAIL
INSET L
0.02 0.02
13'
THRU LANE
B618 CONCRETE
CURB AND GUTTER (INP)
SPOT REPAIR AS DIRECTED
BY ENGINEER
INSET Q
13'
RTL
0.020.020.020.020.020.020.02
INSET Q
INSET Q
GRADING GRADE GRADING GRADE
GRADING GRADE
GRADING GRADE
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM OF SUBGRADE
EXCAVATION WILL HAVE THE SAME SLOPE AS THE FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION TRANSITIONS AND
PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED AS GUTTER OUT
SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
2:
1
1'
1'
(TYP)
VARIES (0.01 - 0.25)0.015
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
10" FULL DEPTH
RECLAMATION
7.25" EX BITUMINOUS
12" EX CLASS 5
INSET E
INSET F
INSET F INSET E
VARIES
(11'-13')
MEDIAN
13'
MEDIAN
6" MIN TOPSOIL
7.25" EX BITUMINOUS
12" EX CLASS 5
7.25" EX BITUMINOUS
12" EX CLASS 5
7.25" EX BITUMINOUS
12" EX CLASS 5
VARIES
(7'-24')
BLVD
0.015
8'
BIT
TRAIL
INSET L
1'
(TYP)
2' CLEAR
ZONE
2' CLEAR
ZONE
2' CLEAR
ZONE
2' CLEAR
ZONE
0.02
SHEET
B
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2
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2
5
5
:
5
7
:
2
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
26
R PROPOSED TYPICAL SECTION
EAST POINT DOUGLAS ROAD
℄ EAST POINT DOUGLAS ROAD SB
STA. 0+49 TO 3+35
℄ EAST POINT DOUGLAS ROAD NB
STA. 0+49 TO 3+34
B618 CONCRETE
CURB AND GUTTER B618 CONCRETE
CURB AND GUTTER
B612 CONCRETE
CURB AND GUTTER
(TIP OUT)
DESIGN PROFILE GRADE
DESIGN PROFILE
GRADE
12'
THRU LANE
12'
THRU LANE
11.5'
THRU LANE
INSET S
12.5'
THRU LANE
0.020.020.020.02
INSET S
VARIES
(2'-8')
CONCRETE WALK
SPECIAL 1
GRADING GRADE
GRADING GRADE
INSET J
INSET C
S PROPOSED TYPICAL SECTION
EAST POINT DOUGLAS ROAD LEFT TURN LANE
℄ EAST POINT DOUGLAS ROAD SB
STA. 3+35 TO 4+91
℄ EAST POINT DOUGLAS ROAD NB
STA. 3+34 TO 4+92
VARIES
(4'-8')
MEDIAN
B618 CONCRETE
CURB AND GUTTER
B618 CONCRETE
CURB AND GUTTER
B612 CONCRETE
CURB AND GUTTER
(TIP OUT)
DESIGN PROFILE GRADE DESIGN PROFILE
GRADE
12'
THRU LANE
12'
THRU LANE
11.5'
LTL
INSET S
12.5'
THRU LANE
0.02
0.020.020.02
INSET S
GRADING GRADE
GRADING GRADE
INSET J
INSET C
2'
CONCRETE WALK
SPECIAL 1
6'
CONC WALK
(INP)
B618 CONCRETE
CURB AND GUTTER
12.5'
THRU LANE
0.02
INSET J
2'
CONCRETE WALK
SPECIAL 1
0.5'
(TYP)
INSET H
0.015
6'
CONC
WALK
ST
A
.
4
+
0
0
T
O
S
T
A
.
4
+
9
1
VAR
4'
MEDIAN
VARIES
PROPOSED
WIDENING
(0'-6')
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM OF SUBGRADE
EXCAVATION WILL HAVE THE SAME SLOPE AS THE FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION TRANSITIONS AND
PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED AS GUTTER OUT
SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
INSET T
12'
THRU LANE
0.02
0.02
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
1'
2:1
VARIE
S
(1:5 -
1
:
3
)
VARIE
S
(0.06
-
0
.
2
0
)
9" FULL DEPTH
RECLAMATION
9" FULL DEPTH
RECLAMATION
9" FULL DEPTH
RECLAMATION
9" FULL DEPTH
RECLAMATION
6'
CONC WALK
(INP)
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
EXISTING PAVEMENT THICKNESS - EAST POINT DOUGLAS ROAD
BORING STATION LOCATION
(EPD NB)MATERIAL THICKNESS
(IN)
C63 0+17 BITUMINOUS 5.50
C62,C65 1+00 BITUMINOUS 5.63
C61,C66 1+60 BITUMINOUS 5.75
C60,C67 2+50 BITUMINOUS 5.88
C59,C68 3+10 BITUMINOUS 6.50
C58 4+00 BITUMINOUS 8.00
C57,C69 4+70 BITUMINOUS 7.88
C56,C70 6+00 BITUMINOUS 8.38
C55,C71 6+80 BITUMINOUS 8.50
C54 7+50 BITUMINOUS 9.50
C53,C72 8+00 BITUMINOUS 7.75
C52,C73 9+00 BITUMINOUS 7.25
C74 9+50 BITUMINOUS 9.50
C51,C75 10+00 BITUMINOUS 7.50
INSET K
INSET K
INSET S
6" MIN TOPSOIL
6" MIN TOPSOIL
7.5" EX BITUMINOUS
36 " EX SELECT GRANULAR
7.5" EX BITUMINOUS
36 " EX SELECT GRANULAR
6" EX BITUMINOUS
36 " EX SELECT GRANULAR
6" EX BITUMINOUS
36 " EX SELECT GRANULAR
SHEET
B
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1
1
3
1
4
8
1
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\
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3
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3
1
4
8
1
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1
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1
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d
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12
/
1
1
/
2
0
2
5
5
:
5
7
:
2
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
27
℄ EAST POINT DOUGLAS ROAD NB
STA. 8+43 TO STA. 10+38
℄ EAST POINT DOUGLAS ROAD SB
STA. 8+23 TO STA. 10+37
DESIGN
PROFILE GRADE
DESIGN
PROFILE GRADE
INSET SINSET S
VARIES
(4'-11')
MEDIAN
B612 CONCRETE
CURB AND GUTTER
(TIP OUT)
INSET C
B618 CONCRETE
CURB AND GUTTER (INP.)
SPOT REPAIR AS DIRECTED
BY ENGINEER
U PROPOSED TYPICAL SECTION
EAST POINT DOUGLAS ROAD NORTHBOUND DUAL LEFT
12.5'
THRU LANE
12'
LTL
12'
THRU LANE
13.5'
RTL
11'
THRU LANE
11'
LTL
0.02 0.02 0.02
2'
CONCRETE WALK
SPECIAL 1
0.020.02
GRADING GRADE
GRADING GRADE
0.02
6'
CONC
WALK
(INP.)
INSET J
℄ EAST POINT DOUGLAS ROAD SB
STA. 6+03 TO STA. 8+23
℄ EAST POINT DOUGLAS ROAD NB
STA. 6+06 TO STA. 8+43
DESIGN
PROFILE GRADE
DESIGN
PROFILE GRADE
INSET N
INSET N
VARIES
(4'-8')
MEDIAN
B612 CONCRETE
CURB AND GUTTER
(TIP OUT)
INSET C
T PROPOSED TYPICAL SECTION
EAST POINT DOUGLAS ROAD SOUTHBOUND DUAL LEFT
12.5'
THRU LANE
12'
LTL
12'
THRU LANE
12.5'
RT/THRU LANE
11'
THRU LANE
11'
LTL
0.02
VARIES (2'-4')
CONCRETE WALK
SPECIAL 1
0.020.02
0.02 0.02
B618 CONCRETE
CURB AND GUTTER
GRADING GRADE GRADING GRADE
0.020.02
INSET J
6'
CONC
WALK
(INP.)
B618 CONCRETE
CURB AND GUTTER
2'
CONCRETE WALK
SPECIAL 1
0.5'
(TYP)
INSET C
0.015
6'
CONC
WALK
0.02
INSET J
VARIES
PROPOSED
WIDENING
(0'-11')
INSET T
B618 CONCRETE
CURB AND GUTTER
2'
CONCRETE WALK
SPECIAL 1
0.5'
(TYP)
INSET H
0.015
6'
CONC
WALK
0.02
INSET J
VARIES
PROPOSED
WIDENING
(0'-10')
INSET T
GENERAL NOTES:
1.ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.
2.UNLESS OTHERWISE NOTED, THE GRADING GRADE AND BOTTOM OF SUBGRADE
EXCAVATION WILL HAVE THE SAME SLOPE AS THE FINISHED ROAD SURFACE.
3.TOPSOIL DEPTH IS 6" MINIMUM IN THE BOULEVARD AND TIE SLOPE AREAS.
4.SEE CONSTRUCTION PLAN & PROFILE FOR SUPERELEVATION TRANSITIONS AND
PAVEMENT CROSS SLOPE VARIATIONS.
5.MAXIMUM ROLLOVER 0.07 FT./FT. UNLESS OTHERWISE NOTED.
6.UNLESS OTHERWISE NOTED, GUTTER CROSS SLOPES IDENTIFIED AS GUTTER OUT
SHALL MATCH THE SLOPE OF THE ADJACENT ROADWAY.
7.SEE SHEET 29 FOR PROPOSED PAVEMENT INSETS.
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER
CONCRETE SIDEWALK
SPOT REPAIR AS DIRECTED
BY ENGINEER1'
2:1
2:1
1'
9" FULL DEPTH
RECLAMATION
9" FULL DEPTH
RECLAMATION
9" FULL DEPTH
RECLAMATION
9" FULL DEPTH
RECLAMATION
9" FULL DEPTH
RECLAMATION
8" EX BITUMINOUS
36 " EX SELECT GRANULAR
5.5" BITUMINOUS
13" - EX CLASS 5
11.5" - EX SELECT GRANULAR
INSET K
INSET K
8" EX BITUMINOUS
36 " EX SELECT GRANULAR
8.5" EX BITUMINOUS
36 " EX SELECT GRANULAR
8.5" EX BITUMINOUS
36 " EX SELECT GRANULAR
SHEET
B
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3
1
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8
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0
2
5
5
:
5
7
:
3
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
PROPOSED TYPICAL SECTIONS
28
8" - CONCRETE PAVEMENT
4" - AGGREGATE BASE (CV) CLASS 5
12" - SUBGRADE EXCAVATION AND
SELECT GRANULAR EMBANKMENT (CV) BACKFILL
INSET A
8" CONCRETE PAVEMENT
4" - CONCRETE WALK (3F52A CONCRETE)
14.5" - AGGREGATE BASE (CV) CLASS 5
12" - SUBGRADE EXCAVATION AND SELECT
GRANULAR EMBANKMENT (CV) BACKFILL
INSET B
4" CONCRETE MEDIAN (WEST OF TH 61)
6" - CONCRETE WALK (3F52A CONCRETE)
4" - AGGREGATE BASE SPECIAL (CV)
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET H
6" CONCRETE WALK
6" - CONCRETE CURB RAMP WALK
4" - AGGREGATE BASE SPECIAL (CV)
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET I
CONCRETE CURB RAMP
3" - TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) (SPWEA230C)
EXISTING AGGREGATE BASE SUPPLEMENTED
WITH AGGREGATE BASE SPECIAL AS NECESSARY
INSET L
BITUMINOUS TRAIL
INSET P
BITUMINOUS PAVEMENT
(80TH STREET PROPOSED WIDENING)
INSET Q
FULL DEPTH RECLAMATION (10" DEEP) (80TH ST-HINTON AVE TO IDEAL AVE)
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
5" - AGGREGATE BASE SPECIAL / SFDR
10" - AGGREGATE BASE SPECIAL (CV)
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2.5" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2" - TYPE SP 12.5 NON-WEARING COURSE MIXTURE (4,B) (SPNWB430B)
4" - RECLAIM MATERIAL (CV)
8" EXISTING AGGREGATE BASE CLASS 5
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH AGGREGATE BASE SPECIAL
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2.5" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2" - TYPE SP 12.5 NON-WEARING COURSE MIXTURE (4,B) (SPNWB430B)
12" - AGGREGATE BASE SPECIAL (CV)
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET R
SCHOOL RIGHT / LEFT TURN LANES
4" - CONCRETE WALK (3F52A CONCRETE)
6" - AGGREGATE BASE, CLASS 5
SUBGRADE EXCAVATION AS DIRECTED BY THE
ENGINEER BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET C
4" CONCRETE MEDIAN (EAST OF TH 61)
6" - CONCRETE WALK SPECIAL (STAMPED & COLORED)
EXISTING AGGREGATE BASE SUPPLEMENTED
WITH AGGREGATE BASE SPECIAL AS NECESSARY
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET J
6" CONCRETE WALK SPECIAL
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2.5" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
5" - STABILIZED FULL DEPTH RECLAMATION
27" - EXISTING SELECT GRANULAR
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET S
STABILIZED FULL DEPTH RECLAMATION (9" DEEP)
EAST POINT DOUGLAS ROAD
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2.5" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
5" - AGGREGATE BASE SPECIAL / SFDR
10" - AGGREGATE BASE SPECIAL (CV)
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET T
EAST POINT DOUGLAS ROAD PROPOSED WIDENING
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
5" - STABILIZED FULL DEPTH RECLAMATION
8" - EXISTING AGGREGATE BASE CLASS 5
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET O
STABILIZED FULL DEPTH RECLAMATION (10" DEEP)
(80TH STREET (600' EAST OF HARDWOOD TO HINTON AVE)
INSET D
4" CONCRETE MEDIAN SPECIAL
2" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2" - TYPE SP 12.5 NON-WEARING COURSE MIXTURE (4,B) (SPNWB430B)
6" - AGGREGATE BASE (CV) CLASS 5
12" - SUBGRADE EXCAVATION AND SELECT
GRANULAR EMBANKMENT (CV) BACKFILL
INSET M
BITUMINOUS SHOULDER PAVEMENT
4" - CONCRETE WALK SPECIAL (STAMPED & COLORED)
6" - AGGREGATE BASE SPECIAL (CV)
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET E
4" CONCRETE MEDIAN
SPOT REPAIR
4" - CONCRETE WALK (3F52A CONCRETE)
4" - EXISTING AGGREGATE BASE, CLASS 5 SUPPLEMENTED
WITH AGGREGATE BASE SPECIAL AS NECESSARY
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIALINSET F
4" CONCRETE MEDIAN EXPOSED AGGREGATE
SPOT REPAIR
4" - CONCRETE WALK - EXPOSED AGGREGATE
4" - EXISTING AGGREGATE BASE, CLASS 5 SUPPLEMENTED
WITH AGGREGATE BASE SPECIAL AS NECESSARY
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET G
4" CONCRETE WALK
SPOT REPAIR
4" - CONCRETE WALK (3F52A CONCRETE)
4" - EXISTING AGGREGATE BASE, CLASS 5 SUPPLEMENTED
WITH AGGREGATE BASE SPECIAL AS NECESSARY
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
6" - CONCRETE WALK (3F52A CONCRETE)
4" - EXISTING AGGREGATE BASE, CLASS 5 SUPPLEMENTED
WITH AGGREGATE BASE SPECIAL AS NECESSARY
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET K
6" CONCRETE WALK
SPOT REPAIR
INSET U
INTERSECTION RECONSTRUCTION
(80TH STREET / HARDWOOD AVENUE)
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
2.5" - TYPE SP 12.5 NON-WEARING COURSE MIXTURE (4,B) (SPNWB430B)
8" - AGGREGATE BASE SPECIAL (CV)
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET V
INTERSECTION RECONSTRUCTION
(EAST POINT DOUGLAS ROAD / GROVE PLAZA)
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2.5" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2.5" - TYPE SP 12.5 NON-WEARING COURSE MIXTURE (4,B) (SPNWB430B)
8" - AGGREGATE BASE SPECIAL (CV)
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE(4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
1.5" - TYPE SP 9.5 WEARING COURSE MIXTURE (4,F) (SPWEA440F)
BITUMINOUS TACK COAT (INCIDENTAL)
2" - TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) (SPWEB440F)
5" - STABILIZED FULL DEPTH RECLAMATION
10" - EXISTING SELECT GRANULAR
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET N
STABILIZED FULL DEPTH RECLAMATION (10" DEEP)
(80TH STREET (TH-61/US-10 TO 600' E OF HARDWOOD AVENUE)
3" - TYPE SP 9.5 WEARING COURSE MIXTURE (3,B) (SPWEA330B)
6" - AGGREGATE BASE SPECIAL (CV)
EXISTING AGGREGATE BASE SUPPLEMENTED
WITH AGGREGATE BASE SPECIAL AS NECESSARY
INSET W
BITUMINOUS DRIVEWAY PATCH
CONCRETE PAVERS WITH JOINT SAND
1" - GRANULAR SETTING BED
1" MAX AGGREGATE SIZE
INCIDENTAL TO CONCRETE PAVERS
6" - AGGREGATE BASE SPECIAL (CV)
SUBGRADE EXCAVATION AS DIRECTED BY THE ENGINEER
BACKFILL WITH EXCESS RECLAIMED MATERIAL
INSET X
CONCRETE PAVER MEDIAN
SHEET
B
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P
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
INSETS
29
PIPE FOUNDATION & BEDDING
METHODS FOR RCP & DIP
BED-2
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
DIA/24 BUT
NOT LESS THAN 3"
DIA
DIA+24" MIN.
COMPACTED BACKFILL
PIPE BEDDING MATERIAL
PER SECTION 33 05 06.
INSTALLATION TYPE 1
DIA+24" MIN.
DIA COMPACTED BACKFILL
INSTALLATION TYPE 3
DIA
DIA+24" MIN.
COMPACTED BACKFILL
PIPE BEDDING MATERIAL
PER SECTION 33 05 06.
INSTALLATION TYPE 2
DIA = OUTSIDE DIAMETER OF PIPE
**
** = BEDDING DIA/3 WIDE.
LOOSELY PLACED /
UNCOMPACTED MATERIAL.
0.5 DIA
**
DIA/24 BUT
NOT LESS THAN 3"
DIA = OUTSIDE DIAMETER OF PIPE
** = BEDDING DIA/3 WIDE.
LOOSELY PLACED / UNCOMPACTED
NATIVE TRENCH MATERIAL.
DIA/24 BUT
NOT LESS THAN 3"
**
DIA = OUTSIDE DIAMETER OF PIPE
** = BEDDING DIA/3 WIDE.
LOOSELY PLACED /
UNCOMPACTED MATERIAL.
JANUARY 2025
BED-3
IMPROVED FOUNDATION FOR RCP, DIP,
PVC, POLYPROPYLENE PIPE TRENCH
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
COMPACTED
BACKFILL
0.5 DIA.
IMPROVED PIPE
FOUNDATION
MATERIAL PER
SECTION 33 05 06.
DIA = OUTSIDE DIAMETER OF PIPE
DIA+24" MIN.
DIA
IMPROVED PIPE
FOUNDATION 6"
PAY DEPTH
INCREMENTS (TYP)
COMPACTED
BACKFILL
12
"
IMPROVED PIPE
FOUNDATION
MATERIAL PER
SECTION 33 05 06.
DIA
IMPROVED PIPE
FOUNDATION 6"
PAY DEPTH
INCREMENTS (TYP)DIA+24" MIN.
PVC & POLYPROPYLENE PIPE
RCP & DIP PIPE
DIA = OUTSIDE DIAMETER OF PIPE
JANUARY 2025
OVERLAP
LONGITUDINAL JOINTS
MINIMUM OF 6"
OVERLAP END JOINTS
MINIMUM OF 6" AND STAPLE
OVERLAP AT 1.5' INTERVALS.
ANCHOR TRENCH (SEE DETAIL
AND NOTES BELOW)
STAPLE DENSITY SHALL BE A
MINIMUM OF 3 U-SHAPED 8",
11 GAUGE METAL STAPLES PER
SQUARE YARD (THIS MAY VARY AS
DIRECTED BY THE CITY).
ANCHOR TRENCH
1. DIG 6" X 6" TRENCH
2. LAY BLANKET IN TRENCH
3. STAPLE AT 1.5' INTERVALS
4. BACKFILL WITH NATURAL SOIL AND COMPACT
5. BLANKET LENGTH SHALL NOT EXCEED 100'
WITHOUT AN ANCHOR TRENCH
ERO-5
DIRE
C
T
I
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O
F
SURF
A
C
E
F
L
O
W
1' TO 3'
6"
6"
ROLLED EROSION PREVENTION
PRODUCTS INSTALLATION
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
OVERFLOW IS HALF OF
THE CURB BOX HEIGHT
OVERFLOW AT TOP
OF FILTER ASSEMBLY
OVERFLOW IS HALF OF
THE CURB BOX HEIGHT
DEFLECTOR PLATE
HIGH-FLOW FABRIC
FILTER ASSEMBLY
DIAMETER,
6" ON-GRADE
10" AT LOW POINT
NOTE: USE WIMCO ROAD DRAIN CG-23 OR
CG-3290-VB (DEPENDING ON CASTING TYPE)
HIGH FLOW INLET PROTECTION CURB AND
GUTTER MODELS, OR CITY APPROVED EQUAL.
ERO-9
INLET PROTECTION CATCH
BASIN INSERT
EXISTING
CURB
CURB
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
GEOTEXTILE FABRIC
NOTES:
CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT
AROUND THE INLET STRUCTURE WITH 6" MINIMUM
CLEARANCE TO EDGES OF STRUCTURE. SILT BOX
TO BE PLACED ON AN EVEN SURFACE 6" BELOW
STRUCTURE OPENING. TOP OF SILT BOX TO
EXTEND 18" MINIMUM ABOVE EXISTING GRADE.
INLET PROTECTION SILT BOX
FOR BEEHIVE CASTING
ERO-10
WOODEN LATH SHALL BE
NAILED SECURELY TO THE
POST MEMBER TO SECURE
FILTER FABRIC.
2" X 4" X 2.5' LONG
WOOD POSTS,
8 REQ'D.
2" X 4" HORIZONTAL
MEMBERS CONTINUOUS
AROUND TOP AND BOTTOM.
FASTENED TO EACH POST
USING 2-20D COMMON NAILS
2'
-
6
"
8-10" FABRIC FLAP EXTENDING
BEYOND BOTTOM 2X4 -
BURY UNDER ROCK TO
PREVENT UNDERWASHING
1 1/2" WASHED ROCK
1' DEEP X 1' WIDE
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
FILTER BERMS
INSTALL SILT
FENCE
FLO
W
FLO
W
FLOW
FLOW
INSTALL BIO LOG.
COMPOST, STRAW OR WOOD FIBER 12"
DIA. ROLL ENCLOSED IN POLYPROPYLENE
NETTING OR A GEOTEXTILE BAG.
ERO-11
STAKE
2" x 2" x 16" LONG WOODEN STAKES
AT 1'-0" SPACING MINIMUM. STAKES
SHALL BE DRIVEN THROUGH THE
BACK HALF OF THE COMPOST LOG AT
AN ANGLE OF 45° WITH THE TOP OF
THE STAKE POINTING UPSTREAM.
FLOW
BIOROLL
STAKE
45°
REFER TO DETAIL PLATES FOR
SILT FENCE INSTALLATION METHODS
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
STO-3
STORM SEWER JUNCTION MANHOLE
WITH REINFORCED TOP SLAB
PLAN
MORTAR BOTTOM OF MANHOLE TO
1/2 DIAMETER AT PIPE AND SLOPE
MORTAR 2" TOWARD INVERT.
SECTION
VARIES
12" - 24"
VARIES
3"
PIPE SHALL BE CUT TO BE 2"-4" INSIDE
MANHOLE WALL.
CASTING AND ADJUSTMENT RINGS AS
SPECIFIED. PER DETAIL PLATE STR-23.
* DETERMINED BY PIPE SIZE
MANHOLE STEPS 16" MAX ON CENTER.
VARIES *
27"
TOP OF BARREL SECTION BELOW TOP
SLAB TO HAVE FLAT TOP EDGE SEALED
WITH 2 BEADS OF RAMNEK OR EQUAL.
PLACE 2 BEADS OF RAMNEK OR
EQUAL BETWEEN BOTTOM SLAB
AND BARREL SECTION.
131481C109.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
DOGHOUSES SHALL BE MORTARED BOTH
INSIDE AND OUTSIDE OF MANHOLE.
WATERSTOP GASKET REQUIRED FOR
POLYPROPYLENE PIPE.
DIMENSION FROM BACK OF CURB TO
CENTER OF PIPE:
4' DIA. MH - 9" IN FROM BACK OF CURB
5' DIA. MH - 3" IN FROM BACK OF CURB
6' DIA. MH - 3" BEHIND BACK OF CURB
7' DIA. MH - 9" BEHIND BACK OF CURB
8' DIA. MH - 15" BEHIND BACK OF CURB
CATCH BASIN MANHOLE
STO-5
24"X36" SLAB OPENING FOR
CASTING SPECIFIED
CASTING AND ADJUSTMENT RINGS AS
SPECIFIED. PER DETAIL PLATE STR-23.
PLAN
TOP OF BARREL SECTION BELOW TOP
SLAB TO HAVE FLAT TOP EDGE SEALED
WITH 2 BEADS OF RAMNEK OR EQUAL.
MANHOLE STEPS 16" MAX ON CENTER.
VARIES
SECTION
MORTAR BOTTOM
VARIES
12" - 24"
VARIES
3"
PIPE
DIA
PLACE 2 BEADS OF RAMNEK OR
EQUAL BETWEEN BOTTOM SLAB
AND BARREL SECTION.
131481C109.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
DOGHOUSES SHALL BE MORTARED BOTH
INSIDE AND OUTSIDE OF MANHOLE.
WATERSTOP GASKET REQUIRED FOR
POLYPROPYLENE PIPE.
PAID FOR AS "CONSTRUCT DRAINAGE STRUCTURE DESIGN
SPECIAL 5/6" AND "CASTING ASSEMBLY"
PAID FOR AS "CONSTRUCT DRAINAGE STRUCTURE DESIGN
SPECIAL 3/4" AND "CASTING ASSEMBLY"
SHEET
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
STANDARD DETAIL PLATES
30
STO-7
NOTE: VANE GRATE SHOWN
DIRECTION OF FLOW
PLAN
24" X 36"
PRECAST
CATCH BASIN
CASTING AND ADJUSTMENT
RINGS AS SPECIFIED.
PER DETAIL PLATE STR-23.
6"
3" MORTAR INVERT
PLACE 2 BEADS OF RAMNEK OR
EQUAL BETWEEN BOTTOM SLAB
AND BARREL SECTION.
SECTION
4"
6"
6"
2'-0"
3'-0"
6"
FACE OF CURB
131481C109.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
DOGHOUSES SHALL BE
MORTARED BOTH INSIDE
AND OUTSIDE OF
MANHOLE. WATERSTOP
GASKET REQUIRED FOR
POLYPROPYLENE PIPE.
VARIES
42"
33.5"
24"
OFF STREET CATCH BASIN
WITH CONCRETE STOOL GRATE FRAME
STO-9
TOP VIEW - GRATE FRAME
RCP
MORTAR BOTTOM OF MANHOLE TO
1/2 DIAMETER AT PIPE AND SLOPE
MORTAR 2" TOWARD INVERT.
PLAN
4.75"4.25"
CASTING AS
SPECIFIED.
MANHOLE STEPS 16" MAX ON CENTER.
3"
SECTION
PIPE SHALL BE CUT TO BE 2"-4" INSIDE
MANHOLE WALL.
VARIES
27"
PLACE 2 BEADS OF RAMNEK OR
EQUAL BETWEEN BOTTOM SLAB
AND BARREL SECTION.
CONCRETE STOOL GRATE
FRAME AS SPECIFIED.
TOP OF BARREL SECTION BELOW TOP
SLAB TO HAVE FLAT TOP EDGE SEALED
WITH 2 BEADS OF RAMNEK OR EQUAL.
ADJUSTING RINGS AS SPECIFIED.
8"
VARIES
12" - 24"
131481C109.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
DOGHOUSES SHALL BE MORTARED BOTH
INSIDE AND OUTSIDE OF MANHOLE.
WATERSTOP GASKET REQUIRED FOR
POLYPROPYLENE PIPE.
FLARED END SECTION AND
TRASH GAURD
STO-11
SEE CITY PLATE NO. STO-12 AND STO-13 FOR RIPRAP PLACEMENT.
ANCHOR CLIP
24" M
A
X
6"
H
TIE LAST 3 PIPE JOINTS.
USE 2 TIE BOLT
FASTENERS PER JOINT.
INSTALL AT 60° FROM
TOP OR BOTTOM
OUTSIDE OF PIPE.
ANCHOR BOTH SIDES.
TRASH GUARD SIZING
PIPE SIZE BARS `H'BOLTS
5/8"
3/4"
1"6"-8"
4"-6"
3"-4"
1 1/4"Ø
1"Ø
3/4"Ø
48"-72"
21"-42"
12"-18"ISOMETRIC
STORM SEWER SHALL BE RCP.
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
STR-9
TYPICAL BITUMINOUS TRAIL AND
CONCRETE SIDEWALK SECTIONS
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
3" TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) (SPWEA230C)
6" CLASS 5 AGGREGATE BASE (VIRGIN)
EXCAVATION AND ADDITIONAL AGGREGATE BACKFILL
(AS DIRECTED BY THE ENGINEER)
8'
0.5'
0.5'
MINIMUM 2' WIDE
SHOULDER
BITUMINOUS TRAIL
CONCRETE SIDEWALK
6" TYPE 3F52A CONCRETE
4" CLASS 5 AGGREGATE BASE (VIRGIN)
EXCAVATION AND ADDITIONAL AGGREGATE BACKFILL
(AS DIRECTED BY THE ENGINEER)
MINIMUM 2' WIDE
SHOULDER
0.5'
0.5'
5'
SEE TYP. SECTION
1.5% TYP
2% MAX
1 : 3
M
A
X
1 : 50
M
I
N
1 : 3
M
A
X
1 : 50
M
I
N
1 : 50
M
I
N
1 : 3
M
A
X
MINIMUM 5' WIDE
SHOULDER
1 : 3
M
A
X
1 : 50
M
I
N
MINIMUM 5' WIDE
SHOULDER
NOTE:
ALL CONCRETE SIDEWALK
JOINTS SHALL BE TOOLED
JANUARY 2025
1.5% TYP
2% MAX
7"
1
14
CURB AND GUTTER
STR-10
FACE OF CURB
DISTANCE TO L VARIABLE6"
1/2"R
13
1
/
2
"
6"
8"18"
SLOPE 3/4"
PER FT
1/2"R
3"R
C
FACE OF CURB
SLOPE 3/4"
PER FT
3 1
1
3
1/2"R
4"
10
3
/
4
"
12"12"
12"
FACE OF CURB
16"
6"14
1
1/2"R
10 1/2"
68
"
R
28
"
R
12
"
R
4"
1/2"R
10
1
/
2
"
17 1/2"11"
14
1 7"
1/2"R
3/
4
"
SURMOUNTABLE
D-428 MOD
SURMOUNTABLE
D-412 MOD
MNDOT B618 MOD
7"
1
14
FACE OF CURB
DISTANCE TO L VARIABLE6"
1/2"R
11
1
/
2
"
4"
8"18"
SLOPE 3/4"
PER FT
1/2"R
3"R
C
MNDOT B418 MOD
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
STR-14
B618 CURB AND GUTTER
CONSTRUCTION AT CATCHBASIN
A
A
FLOW
FLOW
EXPA
N
S
I
O
N
J
O
I
N
T
EXPA
N
S
I
O
N
J
O
I
N
T
EX
P
A
N
S
I
O
N
J
O
I
N
T
ISOMETRIC
EX
P
A
N
S
I
O
N
J
O
I
N
T
SECTION A-A
CATCHBASIN FRAME AND
COVER AS SPECIFIED
B618 CONC.
CURB & GUTTER
10' M
I
N
.
T
R
A
N
S
I
T
I
O
N
3'-0"
10' M
I
N
.
T
R
A
N
S
I
T
I
O
N
NOTES:
1. CATCHBASIN FLOW LINE DEPRESSED 1"
BELOW DESIGN GUTTER LINE GRADE.
2.CURB INLET OPENING: 3-1/2"- 4".
TOP OF CURB
10' MIN. TRANSITION 10' MIN. TRANSITION
FRAME & CASTING
DESIGN GUTTER
LINE GRADE
1"
131481C109.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
STR-16
CONCRETE VALLEY GUTTER
A
A
SECTION A-A
THRU CONCRETE GUTTER
MEASUREMENT FOR BASIS OF
PAYMENT BY SQUARE YARD
VARIES
FLOWLINE
36"36"
INTEGRAL CAST
EXPANSION JOINT
1/2" PER FT.
NO. 4 REBAR (TYP)
4" MIN. AGGREGATE BASE
3"
2"
7"
131481C109.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
STR-17
CONCRETE DRIVEWAY APRON
COMMERCIAL
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
3/4" PER FOOT
18"
VARIABLE
10' OR R.O.W. LINE, WHICH EVER IS GREATER
VARIABLE GRADE
7" CONCRETE
PAVEMENT
6" CLASS 5 BASE 100% CRUSHED
INCIDENTAL TO APRONSECTION A-A
NO SCALE
PAYMENT AREA
AS SPECIFIED
A
EXPANSION JOINT (TYP)
A
PLAN
NO SCALE
6' MINIMUM
POUR CURB INTEGRAL
WITH CONCRETE SLAB
TOOLED JOINT
TOOLED JOINT
JANUARY 2025
PAID FOR AS "CONSTRUCT DRAINAGE STRUCTURE DESIGN
SPECIAL 1" AND "CASTING ASSEMBLY"
PAID FOR AS "CONSTRUCT DRAINAGE STRUCTURE DESIGN
SPECIAL 2" AND "CASTING ASSEMBLY"
SHEET
B
o
l
t
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&
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k
,
I
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c
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20
2
5
,
A
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s
R
e
s
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d
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\
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O
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\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
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1
0
9
.
d
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12
/
1
1
/
2
0
2
5
5
:
5
7
:
5
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
STANDARD DETAIL PLATES
31
STR-19
CONCRETE CURB REPLACEMENT
EXISTING YARD
REMOVE & REPLACE EXISTING
RESTORATION WITH 4" TOPSOIL
2.
0
'
MI
N
.
1 PANEL-10'2'2'
EXISTING BITUMINOUS SURFACE
CONCRETE
CURB & GUTTER
SAWCUT 1/4"/FT. MIN.
4" TOPSOIL AND
RESTORATIONREPLACE EXISTING
BITUMINOUS SURFACE
SECTION
LC
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
EXISTING CONCRETE
CURB & GUTTER BACK OF CURB
REMOVE EXISTING
BITUMINOUS
CONTRACTION JOINT
REPLACE
CURB DAMAGE
JANUARY 2025
CATCHBASIN AND MANHOLE
ADJUSTMENT
STR-23
CATCH BASIN STRUCTURE
WITH TOP SLAB OR 2' X 3' BOX.
MANHOLE STRUCTURE
WITH TOP SLAB OR CONE SECTION.
FILTER FABRIC
NEENAH R-3067-VB CATCH BASIN FRAME
AND GRATE. SHALL BE FURNISHED WITH
CURB INLET BOX AND 3" DIA FRONT FACE
AND 4" MAX OPENING.
HIGH DENSITY POLYETHYLENE
(HDPE) ADJUSTMENT RINGS.
MIN HEIGHT 3", MAX HEIGHT 12".
NEENAH R1642B MANHOLE FRAME AND
COVER. SHALL BE FURNISHED WITH
2 CONCEALED PICK HOLES AND STAMPED
"SANITARY SEWER" OR "STORM SEWER".
HIGH DENSITY POLYETHYLENE
(HDPE) ADJUSTMENT RINGS.
MIN HEIGHT 3", MAX HEIGHT 12".
131481C109.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
STRUCTURE ADJUSTMENT PATCH
(BITUMINOUS OR CONCRETE)
STR-25
2' M
I
N
.
MORE
THAN 2'
LESS
THAN 2'
3' M
I
N
.
MANHOLE
GATE
VALVE
SAW
C
U
T
L
I
M
I
T
S
ED
G
E
O
F
G
U
T
T
E
R
BA
C
K
O
F
C
U
R
B
REMOVE & REPLACE PAVEMENT
SAW
C
U
T
L
I
M
I
T
S
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
STR-36
TYPICAL TRAFFIC SIGN
INSTALLATION MEDIAN
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
SIGN PANELS AS SPECIFIED OR AS SHOWN
ON THE PLANS OR SIGN LEGEND.
STREET SIGNS
CONCRETE
2" x 2" x 12 ga. TELESPAR
GALVANIZED SIGN POST
1 3 4" x 3' x 12 ga.
INTERIOR SLEEVE
SURFACE MOUNT
ANCHOR BASE
JANUARY 2025
STR-37
CONCRETE HYDRANT PAD
6"
TOOLED CONTRACTION JOINT
3'
WATER
6'
EXISTING CONCRETE
CURB & GUTTER
NOTE:
CONCRETE PAD SURFACE SHALL
HAVE BROOMED FINISH
2"
6"
6" CONCRETE
4" GRAVEL BASE
5'
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
CONCRETE APPROACH NOSE DETAILS
STR-39
VARIABLE
6"
A
6"
A
CONCRETE CURB
& GUTTER
RAISED
MEDIAN
CONCRETE CURB
& GUTTER
PLAN
DESIGN STREET
GRADE
6"
SECTION A-A
10:1
TOP OF
MEDIAN GRADE
5'-0" (6" CURB)
3'-4" (4" CURB)
NARROW NOSE
PLAN
WIDE NOSE ON 21' RADIUS RAISED MEDIAN
DESIGN STREET
GRADE
SECTION A-A
10:1
TOP OF RAISED
MEDIAN5.17'
A
A
EXPANSION JOINT
CONTROL JOINTS
4.9'
12.5'
4.9'
3'
RAISED MEDIAN
21.3'
MNDOT B418 MOD OR
B618 MOD CONCRETE
CURB & GUTTER
6"
CONTROL JOINTS
CONTROL JOINTEXPANSION JOINT
131481C109.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
CL
WAT-9
INSULATION DETAIL
DESIGN OR EXISTING GRADE
A
VA
R
I
E
S
6"SAND FILL
MINIMUM 4" SAND FILL
B
4" MINIMUM
STYROFOAM
INSULATION
RIGID INSULATION
MINIMUM 40 PSI RATING
VARIES
PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED.
COVER OVER PIPE - A WIDTH OF INSULATING BOARD - B
2'
3'
4'
5'
6'
11'
9'
7'
5'
3'
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
1 PICTURE FRAME FINISH CONCRETE (TYPICAL PANEL)
SCALE: N.T.S
4'
0.25' (3")
BROOM FINISH (TYP.)
TROWEL FINISH (TYP.)
4'
TOOLED CONTRACTION
JOINT (TYP.)
SHEET
B
o
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20
2
5
,
A
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s
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e
s
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d
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\
C
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\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
1
0
9
.
d
w
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12
/
1
2
/
2
0
2
5
1
:
3
8
:
5
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
TYPICAL SECTIONS DETAILS & STANDARD PLANS
STANDARD DETAIL PLATES
32
NEENAH R-1741-D CASTING
W/40"⌀ CLEAR OPENING
8" BUTTERFLY VALVE
(TYP.) W/HANDWHEEL
(BOTH SIDES OF PRV)
8" PRESSURE
STAINLESS STEEL PIPE SUPPORT
(SEE DETAIL) INSTALL 2 PIPE
SUPPORTS ON 8" AND 1 ON 4"
BYPASS
INTERMEDIATE
PRESSURE HWL 990
HIGHER PRESSURE
HWL 1093
2 1/2" NIPPLE & BALL
VALVE & PRESSURE
GAUGE
FLANGED ADAPTER
EXISTING
12" GATE VALVE
EXISTING
12" GATE VALVE
EXISTING
12" GATE VALVE
GROUT BOTTOM OF MANHOLE
TO DRAIN TO SUMP
PLACE 8" CONT JOINT
WRAP AT PERIMETER
6"
8"x4" CROSS
8"x4" TEE
SE
E
U
T
I
L
I
T
Y
P
L
A
N
R
I
M
E
L
E
V
.
2'
-
6
"
INSTALL 6FT OF 8"
PVC PIPE BELOW
SUMP
EXISTING
REDUCING VALVE
12" x8" REDUCER
COARSE FILTER AGGREGATE PER
MNDOT SPEC 3149.2.H
'U' BOLT PIPE SUPPORT
GRINNELL FIG. 259,
ELCEN FIG. 49, OR EQUAL
ADJUSTABLE PIPE
SUPPORT, GRINNELL
FIG. 264, ELCEN FIG.
50, OR EQUAL
150 lb. THREADED
REDUCING FLANGE,
GALVANIZED
DRYPACK
MK-1
GALVANIZED ANCHOR BOLT
OR SELF-DRILLING CONCRETE
ANCHOR WITH STUD AND TWO
(2) NUTS EACH, SIZE TO SUIT
FLANGE TYP OF 4 AT 90D
MK-23"
M
I
N
.
1"
M
I
N
.
INTERMEDIATE
PRESSURE HWL 990
HIGHER PRESSURE
HWL 1093
1
33
1
33
12"x8" REDUCER 12"x8" REDUCER
12" GATE VALVE
8"x4" TEE
8" BUTTERFLY VALVE
(TYP.)W/HANDWHEEL
(BOTH SIDES OF PRV)
EXISITNG REINFORCED
PLASTIC MANHOLE STEPS
8" (PRV) PRESSURE REDUCING VALVE
CLA-VAL SERIES 90 (MECHANICAL)
PRESSURE GAUGES
FLANGED ADAPTER
EXISTING
4" GATE VALVE
W/HANDWHEEL
4" BLIND FLANGE AND
THREAD 2 1/2" PIPE NIPPLE
ONTO THE BLIND FLANGE
2 1/2" BALL VALVE
2 1/2" ANGLED PRESSURE RELIEF
VALVE (50-01)
FLANGED ADAPTER
8"x4" CROSS
EXISTING 96"⌀ PRECAST
CONC. MANHOLE SECTION
EXISTING
EXISTINGEXISTING
12" GATE VALVE
EXISTING
12"⌀ SUMP
33 SCALE: 1/2" = 1'-0"
SECTION1
2'3'1'6"
Graphic Scale for 1/2"=1'-0"
NOT TO SCALE33
ADJUSTABLE PIPE SUPPORT2
SCALE: 1/2" = 1'-0"
PLAN
SHEETCITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
242PRV REPLACEMENT DETAIL- HORNELL AVENUE PLAN & SECTION
33
OF
SHEET
B
o
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t
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&
M
e
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k
,
I
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c
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20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
1
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
5
:
5
8
:
1
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
JOHN L. PERKINS
56278 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JLP
TYPICAL SECTIONS DETAILS & STANDARD PLANS
TH 61 DRAINAGE DETAILS
34
DITCH BLOCK DETAIL
NOT TO SCALE
3'
1:61:6
6" MIN TOPSOIL
NORMAL DITCH BOTTOM
COMMON EMBANKMENT (CV)
DRAINAGE FLOW
CREST ELEVATION
BIOFILTRATION DITCH DETAIL
NOT TO SCALE
6" MIN TOPSOIL
9" COARSE FILTER AGGREGATE
3" FINE FILTER AGGREGATE
12" FILTER TOPSOIL BORROW (1)
6" PERF TP PIPE DRAIN
4'
1'1'
GEOMEMBRANE SYSTEM
SPECIFIC NOTES:
(1)MIX RATIO SHALL FOLLOW MEDIA MIX D
PER MPCA REQUIREMENTS:
- COARSE SAND (50-65%)
- TOPOSOIL (25-35%)
- MNDOT GRADE 2 COMPOST (10-15%)
PVC PIPE DRAIN CLEANOUT
NOT TO SCALE
FINISHED GRADE
GUIDE POST TYPE SPECIALFURNISH & INSTALL PVC COVER
(INCIDENTAL)
PVC
45° ELBOW
DIRECTION OF FLOW
VA
R
I
E
S
45° WYE
DROP INLET
DIVIDED HIGHWAY
X
X
X X
X
X
X
X
X
X
X
X
DROP INLET
ENTRANCE
NO
M
A
R
K
E
R
RE
Q
U
I
R
E
D
NO
M
A
R
K
E
R
RE
Q
U
I
R
E
D
NOTES:
1.CULVERT MARKERS SHOULD BE PLACED ON THE
SIDE OF THE CULVERT NEAREST THE APPROACHING
TRAFFIC OF THE ROADWAY ON WHICH THE
CULVERT IS LOCATED.
2.THEY SYMBOL X ON THE DRAWING INDICATES THE
PROPER LOCATION OF THE MARKER.
3 REFER TO SPECIAL PROVISION 2554 "GUIDE POST
TYPE SPECIAL" FOR FURTHER DETAILS RELATING TO
INSTALLATION AND DEVICE STANDARDS.
1' 0"
SQUARE TUBE
3 WALL BASE
TOP OF BASE MOUNTED
FLUSH TO GROUND LINE
SI
N
G
L
E
H
I
G
H
W
A
Y
INSTALLATION OF CULVERT MARKERS
X
1'
SOIL SURFACE
CULVERT MARKER
POST INSTALLATION
CULVERT
3 GUIDE POST TYPE SPECIAL DETAILS
100
0
100
5
101
0
1013
1013
1015
102
0
1025
1025
65
70
75
80
85 90 95 100 105 110 115 120 125
65
70
75
80
85 90 95 100 105 110 115 120 125
2013
2015
2020
2025
2025
200
0
200
5
20
1
0
2012
0
5
10
11
11
0
5
10
L1
L2
C1
L3
L4
C2
C3
L5
C4
L6
L7
L8
L9
L10 L11 L12 L13 L14
C5
C6 C7 C8C9
L16
L17 L18 L19 L20 L21 L22 L23
C10
C 11
C12
L25
L26
C13
L27
L28
L29
L30
L3
1
C14
C15
C16
C17
RAMP G
POINT ID
L1
C1
L2
POINT START STATION
1000+00
1004+95.71
1007+84.41
END STATION
1004+95.71
1007+84.41
1013+02.52
LENGTH
495.71
288.70
518.11
DELTA
5° 46' 25.09"
RADIUS
2865.00
CHORD
288.58
START N
132697.38
132305.77
132069.16
START E
465029.25
465333.17
465498.39
END N
132305.77
132069.16
131629.97
END E
465333.17
465498.39
465773.26
AZIMUTH
142° 11' 09.27"
145° 04' 21.81"
147° 57' 34.36"
RAMP E
POINT ID
L3
POINT START STATION
1013+59.50
END STATION
1025+00.96
LENGTH
1141.46
DELTA RADIUS CHORD START N
131584.06
START E
465808.62
END N
130858.52
END E
466689.81
AZIMUTH
129° 27' 59.79"
RAMP F
POINT ID
C2
C3
L4
POINT START STATION
2000+82.54
2003+82.54
2009+84.74
END STATION
2003+82.54
2009+84.74
2012+54.07
LENGTH
300.00
602.20
269.33
DELTA
5° 59' 58.44"
13° 24' 44.81"
RADIUS
2865.00
2572.50
CHORD
299.86
600.83
START N
130865.46
131094.44
131612.08
START E
466912.39
466718.78
466413.76
END N
131094.44
131612.08
131858.50
END E
466718.78
466413.76
466305.06
AZIMUTH
319° 47' 04.84"
329° 29' 26.46"
336° 11' 48.87"
RAMP H
POINT ID
L5
C4
POINT START STATION
2013+17.12
2023+24.24
END STATION
2023+24.24
2025+82.70
LENGTH
1007.12
258.47
DELTA
5° 10' 08.20"
RADIUS
2865.00
CHORD
258.38
START N
131914.90
132510.56
START E
466276.49
465464.42
END N
132510.56
132672.62
END E
465464.42
465263.18
AZIMUTH
306° 15' 37.26"
308° 50' 41.36"
80TH ST EB
POINT ID
L6
C5
L7
C6
L8
L9
L10
C9
L11
C7
C8
L12
L13
L14
L15
POINT START STATION
65+22.40
71+41.07
79+09.16
79+96.47
82+11.05
88+75.53
90+27.36
92+24.52
92+41.56
94+04.49
95+11.89
95+80.13
97+26.26
100+96.97
127+03.20
END STATION
71+41.07
79+09.16
79+96.47
82+11.05
88+75.53
90+27.36
92+24.52
92+41.56
94+04.49
95+11.89
95+80.13
97+26.26
100+96.97
127+03.20
140+62.38
LENGTH
618.67
768.09
87.31
214.59
664.48
151.83
197.16
17.04
162.93
107.40
68.24
146.13
370.71
2606.23
1359.17
DELTA
23° 06' 05.32"
12° 17' 41.87"
1° 01' 38.73"
6° 09' 12.81"
3° 54' 36.01"
RADIUS
1905.00
1000.00
950.00
1000.00
1000.00
CHORD
762.90
214.18
17.04
107.35
68.23
START N
131263.76
131623.64
131934.17
131953.02
131976.60
131978.61
131981.08
131981.91
131981.83
131979.60
131983.89
131987.95
131991.67
132001.10
132002.60
START E
465360.73
465863.96
466560.80
466646.05
466858.92
467523.40
467675.21
467872.37
467889.40
468052.32
468159.58
468227.69
468373.77
468744.36
471350.59
END N
131623.64
131934.17
131953.02
131976.60
131978.61
131981.08
131981.91
131981.83
131979.60
131983.89
131987.95
131991.67
132001.10
132002.60
132004.51
END E
465863.96
466560.80
466646.05
466858.92
467523.40
467675.21
467872.37
467889.40
468052.32
468159.58
468227.69
468373.77
468744.36
471350.59
472709.76
AZIMUTH
54° 25' 48.71"
65° 58' 51.37"
77° 31' 54.03"
83° 40' 44.96"
89° 49' 35.90"
89° 04' 00.70"
89° 45' 29.26"
90° 16' 18.62"
90° 47' 07.99"
87° 42' 31.58"
86° 35' 13.19"
88° 32' 31.19"
88° 32' 31.19"
89° 58' 01.42"
89° 55' 09.93"
80TH ST WB
POINT ID
L16
C10
L17
L18
L19
C11
L20
C12
L21
L22
L23
L24
POINT START STATION
65+22.40
71+42.01
82+83.42
89+12.86
90+64.63
92+61.79
92+79.72
95+09.23
95+45.37
96+88.05
101+87.04
127+40.39
END STATION
71+42.01
82+83.42
89+12.86
90+64.63
92+61.79
92+79.72
95+09.23
95+45.37
96+88.05
101+87.04
127+40.39
140+99.53
LENGTH
619.61
1141.41
629.44
151.77
197.16
17.93
229.51
36.15
142.67
498.99
2553.35
1359.14
DELTA
36° 32' 06.70"
1° 01' 38.73"
2° 04' 15.45"
RADIUS
1790.00
1000.00
1000.00
CHORD
1122.17
17.93
36.14
START N
131301.36
131671.73
132026.70
132028.61
132031.08
132031.91
132031.83
132028.68
132028.84
132032.04
132043.23
132044.70
START E
465332.53
465829.26
466893.81
467523.25
467674.99
467872.16
467890.09
468119.57
468155.72
468298.35
468797.22
471350.57
END N
131671.73
132026.70
132028.61
132031.08
132031.91
132031.83
132028.68
132028.84
132032.04
132043.23
132044.70
132046.61
END E
465829.26
466893.81
467523.25
467674.99
467872.16
467890.09
468119.57
468155.72
468298.35
468797.22
471350.57
472709.70
AZIMUTH
53° 17' 29.19"
71° 33' 32.54"
89° 49' 35.90"
89° 03' 59.67"
89° 45' 29.26"
90° 16' 18.62"
90° 47' 07.99"
89° 45' 00.26"
88° 42' 52.53"
88° 42' 52.53"
89° 58' 01.42"
89° 55' 09.92"
E PT DOUGLAS RD NB
POINT ID
L25
C13
L26
POINT START STATION
0+00
6+10.33
9+97.70
END STATION
6+10.33
9+97.70
10+72.84
LENGTH
610.33
387.36
75.14
DELTA
44° 35' 56.95"
RADIUS
497.64
CHORD
377.66
START N
131115.73
131554.21
131904.92
START E
467048.33
467472.88
467612.99
END N
131554.21
131904.92
131980.06
END E
467472.88
467612.99
467612.30
AZIMUTH
44° 04' 33.72"
21° 46' 35.25"
359° 28' 36.77"
E PT DOUGLAS RD SB
POINT ID
L27
C14
L28
C15
L29
C16
L30
C17
L31
POINT START STATION
0+00
1+60.53
2+07.92
2+87.29
3+34.68
3+93.94
4+23.05
6+38.40
9+92.58
END STATION
1+60.53
2+07.92
2+87.29
3+34.68
3+93.94
4+23.05
6+38.40
9+92.58
10+36.33
LENGTH
160.53
47.39
79.37
47.39
59.26
29.11
215.35
354.18
43.75
DELTA
5° 25' 50.28"
5° 25' 50.28"
3° 20' 10.21"
40° 42' 28.13"
RADIUS
500.00
500.00
500.00
498.50
CHORD
47.37
47.37
29.11
346.77
START N
131134.98
131250.31
131285.87
131347.86
131383.41
131425.98
131447.48
131610.64
131935.70
START E
467028.69
467140.35
467171.66
467221.22
467252.53
467293.75
467313.38
467453.92
467574.72
END N
131250.31
131285.87
131347.86
131383.41
131425.98
131447.48
131610.64
131935.70
131979.45
END E
467140.35
467171.66
467221.22
467252.53
467293.75
467313.38
467453.92
467574.72
467574.74
AZIMUTH
44° 04' 33.72"
41° 21' 38.58"
38° 38' 43.44"
41° 21' 38.58"
44° 04' 33.72"
42° 24' 28.62"
40° 44' 23.51"
20° 23' 09.45"
0° 01' 55.38"
BEGIN S.A.P. 180-112-014
STA 0+16.84
STA 10+37.69
END S.A.P. 180-112-014
RAMP G STA. 1002+82.24
END S.P. 8205-159
BEGIN S.P. 8205-159
RAMP E STA. 1023+77.30
140125130135140
125 130 135 140 141
L15
L24
STA 139+63.48
END S.P. 180-102-020
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
G
3
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
5
:
5
8
:
1
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com ALIGNMENT PLAN & TABULATIONS
35
FEETSCALE
0 200 400
HORZ.
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
R
HORIZONTAL CONTROL
THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83 (1986 ADJUSTMENT)
WASHINGTON COUNTY COORDINATES.
℄ RAMP G
℄ RAMP E
℄ RAMP H
℄ RAMP F
℄ 80TH ST EB
℄ 80TH ST WB
℄ E PT DOUGLAS RD NB
℄ E PT DOUGLAS RD SB
℄ 80TH ST EB
℄ 80TH ST WB
80TH ST EB STA. 65+65.59
BEGIN S.A.P. 082-639-008
80TH ST EB STA. 71+64.41
BEGIN S.P. 180-102-020
END S.A.P. 082-639-008
80TH ST EB STA. 67+78.07
BEGIN S.A.P. 180-020-015
80TH ST EB STA. 70+25.61
END S.A.P. 180-020-015
TH 61/TH 10
MNDO
T
R
O
W
>>
>>
>>
>>
>>
>>
S
S
>>
>>
>>
>>
>>
>>
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
C4
-
D
C4
-
D
C4
-
D
1002+00 1003+00 1004+00 1005+00 1006+00
1007+00
1008+00
1009+00
TH 61/TH 10
80
t
h
S
t
r
e
e
t
Ramp E
S
S
X X X X X X X X X
X
X
X
X
X
X
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-DE2-DE2-DE2-DE2-DE2-DE2-DE2-DE2-DE2-DE2-D
E2-D
E2-D
E2-D
E2
-
DE2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D
E2-D
E2-D
E2-D E2-D
E2-D
E2-D
E2-D
E2
-
D
E2
-
D
E2-D
E2
-
D
E2
-
D
X
X
X
X
X
X
X
G-D
G-D
G-D
G-D
G-D
G-D
G-D
X
X
X
X
X
X
X
X
X
X X X
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
1008+00 1009+00 1010+00 1011+00 1012+00 1013+001013+02.52
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
37
RAMP G
SEE SHEET 40
R
R
PRIVATE UTILITY PLAN
RAMP G
36
FEETSCALE
0 25 50
HORZ.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
0
0
1
E
.
d
w
g
12
/
1
2
/
2
0
2
5
6
:
3
7
:
3
2
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
℄ RAMP G
℄ RAMP G
℄ 80TH ST WB
℄ 80TH ST WB
BEGIN S.P. 8205-159
RAMP G STA. 1002+82.24
LEGEND
C E
E1
E2H
M
G-D
F1
C1
F2
C2
C E
l
>>
>
F3
C3
F4-D
C4
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
TH 61/TH 10
Ramp E
MNDOT ROW
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
S
S
S
S
XXXXXXXXXXXXXXXXXX
E2-D
E2-D
E2-D
E2-D
E2-D
E2
-
D
E2
-
D
E2-D
E2
-
D
E2
-
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X
>>>>>>
1013+59.50 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00
TH 61/TH 10
MNDOT ROW
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>>
>
>
S
S
D
||
S
S
X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
>>
>>
>>
>>
>>
>>
>>>>>>>>>>
1019+00 1020+00 1021+00 1022+00 1023+00 1024+00 1025+001025+00.96
RAMP E
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
40
R
R
PRIVATE UTILITY PLAN
RAMP E
37
FEETSCALE
0 25 50
HORZ.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
0
0
1
E
.
d
w
g
12
/
1
2
/
2
0
2
5
6
:
3
7
:
4
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
℄ 80TH ST EB
℄ RAMP E
℄ RAMP E
END S.P. 8205-159
RAMP E STA. 1023+77.30
LEGEND
C E
E1
E2H
M
G-D
F1
C1
F2
C2
C E
l
>>
>
F3
C3
F4-D
C4
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
TH 61/TH 10
MNDOT ROW
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>
>
>
S
S
S
D
D
DD
S
S
S
S
XX
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
XXXXXXXXX
X
X
XXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
2002+00
2003+00
2004+00 2005+00 2006+00
2007+00
2008+00
2009+00
TH 61/T
H
1
0
80
t
h
S
t
r
e
e
t
MNDOT
R
O
W
MN
D
O
T
R
O
W
Ramp
H
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
S
D
D
S
S
E1
-
D
F4
-
D
F4
-
D
F4
-
D
H
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E2
-
D
E2
-
D
E2
-
D
E2-DE2-DE2-DE2-DE2-DE2-DE2-DE2-DE2-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D
E2-D
E2-D E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D
E2-
D
E2-
D
E2-
D
E2-D
E2-D
>>
>>
>>
>>
>>
>>
X
X
X
XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
XXXXXX
X
X
X
X
X
X
X
X
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3-DF3-DF3-DF3-DF3-DF3-DF3-DF3-D
F3
-
D
F3
-
D
F3
-
D
H H
C4
-
D
C4
-
D
C4
-
D
C4
-
D
C4
-
D
H
2007+00
2008+00
2009+00 2010+00 2011+00 2012+00 2012+54.07
RAMP F
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SEE SHEET 40
SEE SHEET 40
SE
E
S
H
E
E
T
39
R
R
PRIVATE UTILITY PLAN
RAMP F
38
FEETSCALE
0 25 50
HORZ.
SHEET
B
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6
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
℄ RAMP F
℄ RAMP F
℄ 80TH ST EB
℄ 80TH ST WB
LEGEND
C E
E1
E2H
M
G-D
F1
C1
F2
C2
C E
l
>>
>
F3
C3
F4-D
C4
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
80
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SHEET
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2
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
℄ 80TH ST WB
℄ RAMP H
℄ RAMP H
LEGEND
C E
E1
E2H
M
G-D
F1
C1
F2
C2
C E
l
>>
>
F3
C3
F4-D
C4
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
TH
6
1
/
T
H
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6
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
℄ RAMP E
℄ RAMP G
℄ 80TH ST EB
℄ 80TH ST WB
℄ RAMP F
℄ RAMP H
℄ 80TH ST EB
℄ 80TH ST WB
80TH ST EB STA. 71+64.41
BEGIN S.P. 180-102-020
END S.A.P. 082-639-008
BEGIN S.A.P. 082-639-008
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LEGEND
C E
E1
E2H
M
G-D
F1
C1
F2
C2
C E
l
>>
>
F3
C3
F4-D
C4
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
BEGIN S.A.P. 180-020-015
80TH ST EB STA. 67+78.07
END S.A.P. 180-020-015
80TH ST EB STA. 70+25.61
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COTTAGE GROVE ROW (TYP.)
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7201
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7998
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D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D C1-D
F1
-
D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
C1-D C1-D C1-D C1-D
C1-
D
C1-
D
C1
-
D
C1
-
D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1
-
D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D C1-D C1-D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2
-
D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C
CCH
C
C
C
C
E1-D E1-D
S
S
S
S
S S SS
S
D
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D
E2-BE2-BE2-BE2-BE2-BE2-BE2-BE2-B
F4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-BF4-B
E2-BE2-BE2-BE2-BE2-BE2-B
E2-BE2-BE2-BE2-BE2-B
E2
-
B
E2
-
B
E2
-
B
E2
-
B
E2
-
B
G-BG-BG-BG-BG-B
G-B G-B G-B G-B
F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B
E2
-
B
E2
-
B
E2
-
B
E2
-
B
E2
-
B
E2
-
B
E2
-
B
E2
-
B
E2-B
E1-B E1-B
E1-BE1-B
H
E2
-
D
E2-D
E2
-
D
E2
-
D
E2
-
D
E2-D E2-D E2-D
E2
-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D
E2-D
E2-D
E2-D E2-D E2-D E2-
D
E2
-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
F3-D
F3-D
F3-D
F3-D
F3-D
F3-D F3-D F3-D F3-D F3-D F3-D F3-D
C2
-
D
C2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
BEGIN S.P. 180-102-020
STA 80+12.61
C106 RELOCATE
E203 RELOCATE
C102 RELOCATE
C202 ADJUST
C101 ADJUST
E205 RELOCATE
F102 RELOCATE
E204 RELOCATE
C105 RELOCATE
E206 RELOCATE
C107 RELOCATE
G01 ADJUST
E202 ADJUST
C201 RELOCATE
C203 ADJUST
F401 ADJUST
F103 RELOCATE
C103 RELOCATE
C104 RELOCATE F303 RELOCATE
E201 RELOCATE
87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
Ha
r
d
w
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s
t
P
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Do
u
g
l
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R
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a
d
S
COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
7135 Walgreens
7180 7190
7375
Goodwill
7200
U.S. Bank
87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
HH H
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H H
H
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H H H
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HH
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E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D
>>
>>
>>
>>
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E2-D E2-D E2-D
E1-
D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E2
-
D
E2
-
D
G-D G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
E2
-
D
E2
-
D
E2
-
D
E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
F3
-
D
F3-D
F3-D
F3-D F3-D F3-D F3-D
E1
-
D
E1
-
D
E1
-
D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1-D
F1-D
F1-D
F1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-D
C1
-
D
C1
-
D
F1
-
D
F1-D
F1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1-D F1-D F1-D F1-D F1-D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
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D
C1
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D
C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1
-
D
C1
-
D
C1-D C1-D
C1-D
C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
F-
D
F-
D
F1
-
D
F1-D F1-D
C1
-
D
C1
-
D
C1-D C1-D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
F3
-
D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
E2-D E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
E1
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D
E1
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D
C2
-
D
C2
-
D
C2
-
D
E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D
E2
-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-
D
G-
D
G-
D
G-
D
G-
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G-
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G-
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G-D
G-D
G-
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G-
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G-
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E2-D
E2-D
C
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CC
C
C
C C
E1-D E1-DE1-D E1-DE1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D
E1-D
H
E1-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
S SSS
D
D
D
C2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2-
D
E2
-
D
E2
-
D
E2
-
D
F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B
F3-B
F3-B
F3-B
F3-B
E1-BE1-B
F3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-
B
F3
-
B
F3
-
B
F3
-
B
F3
-
B
F3
-
B
F3
-
B
F3
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B
E1-B
E1-B
E1-BE1-BE1-BE1-BE1-BE1-BE1-B
E2-B
E2-BE2-BE2-BE2-BE2-BE2-BE2-B
G-BG-BG-BG-BG-BG-BG-B
G-B
G-B E2-BE2-B
E1
-
D
E1
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D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E1-B
C2-
D
C2
-
D
C2-
D
C2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
F2-D
F2
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D
F2
-
D
F2-D F2-D
F2
-
D
F2-D F2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-DC2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C204 ADJUST
C205 ADJUST
E208 ADJUST
C108 RELOCATE
F104 RELOCATE
C109 RELOCATE
F306 ADJUST
F201 ADJUST
C206 RELOCATE
G03 RELOCATE
F402 ADJUST
G02 ADJUST
E207 RELOCATE
C207 RELOCATE
F305 ADJUST
F304 RELOCATE
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
PRIVATE UTILITY PLAN
80TH STREET
80TH STREET
SE
E
B
E
L
O
W
SE
E
S
H
E
E
T
40
SE
E
S
H
E
E
T
42
R
SEE SHEET 46
R
41
SE
E
A
B
O
V
E
LEGEND
C E
E1
E2H
M
G-D
F1
C1
F2
C2
C E
l
>>
>
F3
C3
F4-D
C4
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00
He
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COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
7449
Farmers
Insurance
7501
7460
American
Accounts
& Advisors
7500
7550
Grove80 Apartments
COMPCARE URGENT
CARE
INTEGRITY DENTAL
CARE
8010
94+00 95+00
96+00 97+00 98+00 99+00 100+00 101+00
F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
H
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>
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S
S
S
DD
D
D
l
l
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D
E1-D
F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D
H
H
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-DF1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-
D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1
-
D
C1
-
D
C
F-
D
F-
D
F1
-
D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
C1
-
D
C1
-
D
C1
-
D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1
-
D
C1
-
D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-D C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C
C
H
F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-DH
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-DE1-D E1-D E1-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
G-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-
D
G-
D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
C
C
C
C
C
C H
H
H
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
D
S
S
F3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-BF3-B
F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2-D C2-D C2-D C2-D
C2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
F2-D F2-D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
H
E
H
E209 ADJUST
C208 ADJUST
INACTIVE LUMEN COPPERG03 RELOCATE
F307 RELOCATE
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
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COTTAGE GROVE ROW (TYP.)
UTILITY & SIDEWALK EASEMENT (TYP.)SIDEWALK EASEMENT (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB7550
Grove80 Apartments
7606
Century Link
7584
8010
7539 7557 7575 7597 7617 7637
7655
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
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SS S S
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E1-D
E1-D
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E1-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D
H
H
H
H
G-D G-D G-D G-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-DC1-D C1-D C1-D C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-
D
C1-
D
C1-
D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-D
C1-D
C1-D
C1-D
C1
-
D
C1
-
D
C-
D
C-
D
C-D C-D C-D C
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1
-
D
F1
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D
F1-
D
F1-D F1-D F1-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D
C2-D C2-D
C2
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E2-D E2-D E2-D E2-D E2-D E2-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E2
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D
E2
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D
G-
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E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
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E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-
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C2
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C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C
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C2
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INACTIVE LUMEN COPPER
INACTIVE LUMEN COPPER
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
PRIVATE UTILITY PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
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B
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LEGEND
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E1
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M
G-D
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C1
F2
C2
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F3
C3
F4-D
C4
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
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COTTAGE GROVE ROW (TYP.)
UTILITY & SIDEWALK EASEMENT (TYP.)UTILITY & SIDEWALK EASEMENT (TYP.)
℄ 80TH ST WB
7676
Kok Funeral
Home
7606
Century Link
7702
Caribou Coffee
7655 7677 7695 7709 7731 7753
7775
8010
108+00 109+00 110+00 111+00 112+00 113+00 114+00
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1-D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1-D F1-D F1-D
F1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
H HFF
HEHF
FH
E
EE
E
E E
H
E
XXXXXXXX
l l l l l l l l l l l l l l
llll
l
l
l
l
l
l
l
l
l
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l l l l l l l l l l lllllllllllllllll
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>>
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>>
>>
>>
>>
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>>
>>
>>
>>
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>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>
S
S
S
D
D
CO
l
l
l
l
l
l
>>
>>
>>>>
>
>
>
>
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D
F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-DE1-D E1-D E1-D
E1-D
E1-D
E1
-
D
E1
-
D
H E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1-DE1-D E1-D E1-D E1-D
E1-D E1-D E1-D
E1-D E1-D E1-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1
-
D
E1
-
D
E1-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-DC
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1-D
F1
-
D
F1
-
D
F1
-
D
F1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-D
C1-
D
C1-
D
C1
-
D
C1
-
D
C
F1-D F1-D F1-D
F1-D
F1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1
-
D
F1
-
D
C1
-
D
C1
-
D
C1-D C1-D C1-D
C1-D
C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1
-
D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-D
C1-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D
F3-D
F3-D
F3-D
F3-D F3-D F3-D F3-D
F3
-
D
F3
-
D
F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D
G-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D
E2-D
E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-DE2-D
E2-D
E2-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
C
H
H H
HH
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-DE2-D
SS
E
DD D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
H
M
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2
-
D
C2
-
D
F2-
D
F2-
D
F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
H
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
F3
-
D
F3
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2
-
D
E2
-
D
E2-D E2-D E2-D
E2-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D E2-D E2-D E2-D
E2
-
D
C211 ADJUST
E211 ADJUST
C210 ADJUST
INACTIVE LUMEN
COPPER
INACTIVE LUMEN
COPPER
115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
Ho
m
e
s
t
e
a
d
Av
e
n
u
e
Ho
r
n
e
l
l
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
7830
Crestview Elementary School
8010
8011 8006
7881 7897 7913
115+00 116+00 117+00 118+00 119+00 120+00 121+00
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
l
l
l
l
l
l
l
l
l
llllllllllllllllll
l l l
l l l l l l l
l
l
l
l
l
l
l
l
l
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>>
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>>
>>
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>>
>>
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>>
>>
>>
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>>>>>>>>>>>>>>>
>
>
>
>>>>>
>>>>>>
>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>
>
>
>
W
S S
S
S S
S
D
D
W
l
l
l
l
l
l
F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D
E1-D
E1-D
E1-D
E1-D H
E1-D E1-D E1-D E1-D E1-D E1-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D
E1-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
C1
-
D
C1
-
D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1
-
D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-D C1-D C1-D C1-D
C1-D
C1-D
C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-
D
G-D G-D G-D G-D G-D G-D
G-
D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-
D
G-
D
G-
D
C
C
C
HH H
H
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
S
D D
E2-B E2-B E2-B E2-B E2-B E2-B E2-B E2-B E2-B E2-B E2-B
F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-BF3-B F3-B F3-B F3-B
F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-DC2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
C110 ADJUST C212 ADJUST
INACTIVE LUMEN
COPPER AND PEDESTAL
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
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r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
0
0
6
E
.
d
w
g
12
/
1
5
/
2
0
2
5
1
1
:
4
3
:
4
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
PRIVATE UTILITY PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
42
SE
E
S
H
E
E
T
44
43
R
R
LEGEND
C E
E1
E2H
M
G-D
F1
C1
F2
C2
C E
l
>>
>
F3
C3
F4-D
C4
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00
Hy
n
e
s
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
Cottage Grove
Ice Arena
7913 7929 7943 7957 7971 7991
8011 8026
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00
TRASH
HF
l l l l l l l l l l l l l l l l l l l l l
l
l l l l
l
l
l
l
l
l
l
l
l l l l l l l l l l l l l l l l l l l l l l
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>S
SS
F4-D F4-D F4-D F4-D F4-D F4-D
H
E1
-
D
E1
-
D
E1
-
D
H
E1
-
D
E1
-
D
E1
-
D
E1
-
D
G-D G-D G-D G-D G-D G-D G-D
C
C
H
>>
>>
>>
>>
>>
>>
l
l
l
S S
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E2
-
D
E2
-
D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-D C1-D C1-D C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-
D
C1
-
D
C1
-
D
F1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1
-
D
F1
-
D
F1
-
D
F1-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1-D
F1-D
F1-D F1-D F1-D F1-D F1-D F1-D
F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-
D
CC
>
>
>
>
>
H H H
H
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D
E1-D E1-D E1-D
G-
B
G-
B
E2-B E2-B E2-B E2-B E2-B E2-B E2-B E2-B E2-B
F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B F4-B
F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B F3-B
C-B C-B C-B C-B C-B
C-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
F1-B F1-B F1-B F1-B
E2-B
F-B
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2
-
D
F2-D F2-D F2-D F2-D F2-D F2-D F2-D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2
-
D
CF403 RELOCATE
G04 ADJUST
(SERVICE)
F308 RELOCATE
E212 RELOCATE
129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00
Hy
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s
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COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
8027 8081 8101 8121 8143 8161 8183 8026
129+00 130+00 131+00 132+00 133+00 134+00 135+00
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H
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H
E1
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D
E1
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E1
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E1
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E1
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E1
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E1
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G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
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G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
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D
E2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
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D
C2
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D
C2
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D
E2
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D
E2
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E2
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E2
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E2
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E2
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E2
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D
E2
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D
E2
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E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2
-
D
E2
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D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D E1-D E1-D
F2-D F2-D F2-D F2-DCCC2-D C2-D C2-D C2-D
C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-DF1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-DC1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-
D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1
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C1
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C1
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C1
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C1
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C1
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C1
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C1
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C1
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C
F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D
F3-D
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S
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C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D
F2
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D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
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D
C2
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D
C2
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C213 ADJUST
G05 ADJUST
F309 RELOCATE
F404 RELOCATE
E213 RELOCATE
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
PRIVATE UTILITY PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
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R
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LEGEND
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E1
E2H
M
G-D
F1
C1
F2
C2
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C3
F4-D
C4
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
135+00 136+00 137+00 138+00 139+00 140+00 140+99.53
Hy
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Id
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COTTAGE GROVE ROW
℄ 80TH ST EB
℄ 80TH ST WB
8161 8183 8026 8025 8024 8283 8303
7981
134+00 135+00 136+00 137+00 138+00 139+00 140+00 140+62.38
EE
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E1
-
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E1
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D
E1
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E1
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E1-D E1-D
E1
-
D
E1
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D
E2
-
D
E1
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D
E1
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D
E1
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E1
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DE1-
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E1-D E1-D E1-D
E1-D
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E1
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E1
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E1
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E1
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E1
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C2
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D
C2
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C2
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C2
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D
C2
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D
C2
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C2
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E1-
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E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
H
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F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
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G-
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G-
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D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2
-
D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E2
-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D
C2-
D
C C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2
-
D
C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C2
-
D
C2-D C2-D C2-D
C2
-
D
C2
-
D
H
F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D F4-D
F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D F1-D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
F1
-
D
C1-D C1-D C1-
D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C1-
D
C1-D C1-D C1-D C1-D C1-D
C1-
D
C1-D C1-D C1-D C1-D C1-D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C1
-
D
C
C
F3-D F3-D F3-D F3-D
F3-D
F3-D
F3-D
F3-D
F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D F3-D
G-
D
G-
D
G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
C
C
H H H
H
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
S
S
M
F4-B F4-B F4-B F4-B F4-B F4-B F4-B
F2-D F2-D F2-D F2-D F2-D F2-D
C2-D C2-D C2-D C2-D C2-D C2-D
C2
-
D
C2
-
D
C214 ADJUST
80TH STREET EB STA 140+62.38
END S.P. 180-102-020
G05 ADJUST
F309 RELOCATE
F404 RELOCATE
E213 RELOCATE
SHEET
B
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&
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0
2
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4
4
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2
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
PRIVATE UTILITY PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
S
H
E
E
T
44
45
R
LEGEND
C E
E1
E2H
M
G-D
F1
C1
F2
C2
C E
l
>>
>
F3
C3
F4-D
C4
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
Ea
s
t
P
o
i
n
t
Do
u
g
l
a
s
R
o
a
d
COTTAGE GROVE ROW (TYP.)
Hunt
i
n
g
t
o
n
B
a
n
k
7162
Speedway
7200
Hy-Vee
F
a
s
t
& Fresh
H
HH
H
H
M
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>
>
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>
>
>
>
>
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>>>>>>>>
>
>
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>
S
DD
HHEE
D
>>
>>
D
>>
>>
>>
D
D
>>
>>
E1
-
D
E1
-
D
E1-
D
E1-D
E1-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E2
-
D
E2
-
D
E2-
D
E2-D
E2-D
E2-D
E2-D
E2-D E2-D E2-D E2-D E2-D E2-D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
E2-D E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D E2-D E2-D
E2
-
D
E2
-
D
E2
-
D
G-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D C2-D
G-D G-D G-D
E2-D E2-D E2-D E2-D
E1-D
E1-D E1-D E1-D
E1
-
D
E1-D
E1-D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1-D
E2-D
E2-D
E2-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E1
-
D
E2
-
D
E2
-
D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D E2-D E2-D
E2-D E2-D E2-D E2-D
E2
-
D
E2-D E2-D E2-D E2-D E2-D
E2-D E2-D E2-D
C1-D C1-D C1-D
C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D C1-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D
C2-D
C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
E2-D
E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D E2-D
G-
D
G-
D
G-D
G-
D
F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D F2-D
F2-
D
C2-DC
H
CHC
C
C C
H
S
S S
S
S
D
D
D
E1-D E1-D E1-D E1-D E1-D
E-
B
E-
B
F3
-
B
F3
-
B
F3
-
B
F3
-
B
F3
-
B
F3
-
B
G-
B
G-B
G-
B
G-
B
G-B
E2-B E2-B E2-B E2-B
G-B G-B
G-
D
G-D
E1-D E1-D
C
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
F2-D F2-D F2-D F2-D F2-D F2
-
D
F2
-
D
M
H
E
℄ EAST POINT
DOUGLAS ROAD NB
℄ EAST POINT
DOUGLAS ROAD SB
BEGIN S.A.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA 0+16.84
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00 1+00 2+00
3+00 4+00
5+00
6+00
G07 RELOCATE
C215 RELOCATE
Gr
o
v
e
P
l
a
z
a
En
t
r
a
n
c
e
E215 RELOCATE
E214 RELOCATE
G06 RELOCATE
Hard
w
o
o
d
Aven
u
e
S
COTTAG
E
G
R
O
V
E
R
O
W
(
T
Y
P
.
)
℄ EAST POINT
DOUGLAS ROAD NB
7135
Walgreens
7180
7200
Hy-Vee Fast
& Fresh
H
HHH
H
H
H
H
H
HH
M
H
H
M
MM
H
H
H
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>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
E1-
D
E1-
D
E1-
D
E1-
D
F4
-
D
F4
-
D
H
PP
P
P
E
H
H
E
E
>>
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D E1-D E1-D E1-D E1-D E1-D E1-D
E1-D
E1-D
E1-D
E1-D
E1-
D
E1-
D
E1-
D
E1-
D
E1-
D
E1-
D
E2-D
E2-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D E2-D E2-D E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D
E2-D
E2-D
E2-D
E2-D
F3-D F3-D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
F3
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2-D
E2-D
E2-D
E2-D E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-
D
E2-
D
E2-
D
E2-
D
E2-
D
E2-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-
D
E1-D
E1-D
E1-D
E1-D
E1
-
D
E1-D
E1-D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1-D
E2-D
E2-D
E2-D
E2
-
D
E2-
D
E2-
D
E2-
D
E2
-
D
E2
-
D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
E1-D
F1-
D
F1-
D
F1-
D
C1
-
D
C1
-
D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D C1-D C1-D C1-D C1-D C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1
-
D
C1-D
C1
-
D
C1
-
D
C1
-
D
F2-D
F2-D
F2-D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
F2
-
D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
C1-D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
G-D
G-
D
G-
D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
E2
-
D
E2
-
D
F2-D
F2-D
F2-D
F2-D
F2-D
F2-D
F2-D
F2-D
F2-D
F2-D
F2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2
-
D
C
C
C
C C
C
HH
E1-
D
E1
-
D
E1-
D
E1-
D
E1
-
D
E1
-
D
E1-D
E1-D
E1
-
D
E1
-
D
E1
-
D
S
S
S
D
C2-D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2-D C2-D C2-D C2-D C2-D C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-D
C2-
D
E2-D E2-D E2-D E2-D E2-D E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E2-D
E1-D
E1-D
E1-D
E1-D
E1-D
F3
-
B
F3
-
B
F3
-
B
E-B
E-B
E2-B
E2-B
E2-B
E2-B
G-B
G-B
F3
-
B
F3-
B
F3-
B
F3-
B
F3-
B
F3-B
F3-B
F3-B
F3-B
E-B
E-B
E-B
E2
-
B
E2
-
B
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E2
-
D
E1-D
E1-D
E1-D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
C2-
D
C2-
D
C2-
D
C2-
D
C2-
D
C2-
D
C2-
D
C2-
D
C2-
D
C2-
D
C2
-
D
C2
-
D
C2
-
D
C2
-
D
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
G08 RELOCATE G09 ADJUST
℄ EAST POINT
DOUGLAS ROAD SB
EAST POINT DOUGLAS ROAD NB STA 10+37.69
END S.A.P. 180-112-014
80
t
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S
t
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t
Gr
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En
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SHEET
B
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2
5
,
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c H:
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T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
0
1
1
E
.
d
w
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12
/
1
2
/
2
0
2
5
5
:
1
5
:
0
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
PRIVATE UTILITY PLAN
EAST POINT DOUGLAS ROAD
FEETSCALE
0 25 50
HORZ.
EAST POINT DOUGLAS ROAD
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
41
R
R
46
LEGEND
C E
E1
E2H
M
G-D
F1
C1
F2
C2
C E
l
>>
>
F3
C3
F4-D
C4
UTILITY PROVIDER INFORMATION
UTILITY OWNER
COMMUNICATIONS CENTURYLINK
COMMUNICATIONS COMCAST CABLE, LLC
COMMUNICATIONS VERIZON > MCI COMMUNICATION
SERVICES LLC
GAS XCEL ENERGY (GAS)
ELECTRIC XCEL ENERGY (ELECTRIC)
COMMUNICATIONS ZAYO GROUP, LLC
PUBLIC CITY OF COTTAGE GROVE
NOTES:
1.ALL PRIVATE UTILITY WORK SHOWN ON THESE SHEETS
SHALL BE DONE BY OTHERS UNLESS OTHERWISE
NOTED.
2.THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR
ALL PRIVATE UTILITY RELOCATION COORDINATION.
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>
S
S lllllll
lllllllllllllllllllll
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l
l
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l
l
l
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
>>
>>
>>
>>
>>
>>
>>
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
X
X
X
X
C-D
C-D
1002+00 1003+00 1004+00 1005+00 1006+00
1007+00
1008+00
1009+00
TH 61/TH 10
MNDO
T
R
O
W
CONSTRUCTION LIMITS (TYP.)SALVAGE CHAIN LINK FENCE (20 LF)
>>>>>
>>>>>
>>>>>>>>>>>>>>>>>S
S
l
lllllllllllll
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>
>
>
>
>
>
>
>
>
>
>
>
X X X X X X X X X
X
X
X
X
X
X
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-D
E-D
E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
X
X
X
X
X
X
X
G-D
G-D
G-D
G-D
G-D
G-D
G-D
X
X
X
X
X
X
X
X
X
X X X
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
1008+00 1009+00 1010+00 1011+00 1012+00 1013+001013+02.52
TH 61/TH 10
80
t
h
S
t
r
e
e
t
Ramp E
CONSTRUCTION LIMITS (TYP.)
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
48
RAMP G
SEE SHEET 51
R
R
REMOVAL PLAN
RAMP G
47
FEETSCALE
0 25 50
HORZ.
>
>>
l
D S
LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE APRON
FULL DEPTH
RECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
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g
h
t
s
R
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s
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d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
0
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
0
8
:
5
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
REMOVE SIGNAL SYSTEM (TYP)
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
SUPPORT IN PLACE FENCE
(INCIDENTAL)
SUPPORT IN PLACE
TRAFFIC BARRIER
(INCIDENTAL)
℄ RAMP G
℄ RAMP G
℄ 80TH ST WB
℄ 80TH ST WB
REMOVE ANCHORAGE
ASSEMBLY - TYPE 31
REMOVE ANCHORAGE
ASSEMBLY - TYPE 31
END S.P. 8205-159
RAMP G STA. 1002+82.24
REMOVE ENERGY ABSORBING TERMINAL
REMOVE ENERGY ABSORBING TERMINAL
REMOVE ENERGY
ABSORBING TERMINAL
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>
>
>>>>>>>>>>>>>>>>>>>>>
S
S
S
S
l
l l l l l l l l l l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
>
>
>
>
>
>
>
>
>
>
>
XXXXXXXXXXXXXXXXXX
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-D
E-D
E-D
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X
>>>>>>
1013+59.50 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00
TH 61/TH 10
Ramp E
MNDOT ROW
CONSTRUCTION LIMITS (TYP.)
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>>
>
>
S
S
D
||
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
S
S
L
X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
>>
>>
>>
>>
>>
>>
>>>>>>>>>>
1019+00 1020+00 1021+00 1022+00 1023+00 1024+00 1025+001025+00.96
TH 61/TH 10
TH 61/TH 10
MNDOT ROW
CONSTRUCTION LIMITS (TYP.)
RAMP E
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
51
R
R
REMOVAL PLAN
RAMP E
48
FEETSCALE
0 25 50
HORZ.
>
>>
l
D S
LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE APRON
FULL DEPTH
RECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
0
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
0
9
:
1
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
℄ 80TH ST EB
℄ RAMP E
℄ RAMP E
PLUG FILL AND
ABANDON PIPE
SEWER - 51 LF
REMOVE ANCHORAGE
ASSEMBLY - TYPE 31
BEGIN S.P. 8205-159
RAMP E STA. 1023+77.30
REMOVE ANCHORAGE ASSEMBLY - TYPE 31
REMOVE ENERGY ABSORBING TERMINAL
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>
>
>
S
S
S
D
D
DD
>
>
>
>
>
>
>>>>>
>>>>>>>>>>
>
>
>
>
>>>>>>>>>>>>>>>>>
>>>>>>
S
S
S
S
XX
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
XXXXXXXXX
X
X
XXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
2002+00
2003+00
2004+00 2005+00 2006+00
2007+00
2008+00
2009+00
TH 61/TH 10
CONSTRUCTION LIMITS (TYP.)
MNDOT ROW
MNDOT ROW
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
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D
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l
l
l
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l
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l
l
l
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l
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l
l
l
l
l
l
l
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D
F-D
F-D
F-D
H
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E-
D
E-
D
E-
D
E-DE-DE-DE-DE-DE-DE-DE-DE-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D E-
D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
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>>
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X
X
X
XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-DF-DF-DF-DF-DF-DF-DF-D
F-
D
F-
D
F-
D
H H
C-D
C-
D
C-
D
C-
D
C-
D
H
2007+00
2008+00
2009+00 2010+00 2011+00 2012+00 2012+54.07
TH 61/T
H
1
0
80
t
h
S
t
r
e
e
t
MNDOT
R
O
W
MN
D
O
T
R
O
W
Ramp
H
CONSTRUCTION LIMTS (TYP.)
RAMP F
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SEE SHEET 51
SEE SHEET 51
SE
E
S
H
E
E
T
50
R
R
REMOVAL PLAN
RAMP F
49
FEETSCALE
0 25 50
HORZ.
>
>>
l
D S
LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE APRON
FULL DEPTH
RECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
SHEET
B
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1
4
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3
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2
0
2
5
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3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
REMOVE SIGNAL SYSTEM (TYP.)
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
℄ RAMP F
℄ RAMP F
℄ 80TH ST EB
℄ 80TH ST WB
CONCRETE SIDEWALK
SPOT REPAIR AS
DIRECTED BY THE
ENGINEER (TYP.)
REMOVE ENERGY
ABSORBING
TERMINAL
℄ RAMP H
>>
>>
>>
>>
>>
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>>
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S
S
S
S
l
l
l
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X
X
X
X
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X
X
X
X
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D
>>
>>
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E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D
F-D
F-D
F-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
H
2013+17.12 2014+00 2015+00 2016+00 2017+00 2018+00 2019+00 2020+00
80
t
h
S
t
r
e
e
t
MNDOT ROW
CONSTRUCTION LIMITS (TYP.)
>>
>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
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>>
>>
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X
X
X
X
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X
X
X
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X
X
X
X
2019+00 2020+00 2021+00 2022+00 2023+00 2024+00 2025+00
2025+82.70
TH 61/TH 1
0
MNDOT ROW
MNDOT ROW
CONSTRUCTION LIMITS (TYP.)
CONSTRUCTION LIMITS (TYP.)
RAMP H
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
51
R
R
REMOVAL PLAN
RAMP H
50
FEETSCALE
0 25 50
HORZ.
>
>>
l
D S
LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUS
WALK
REMOVE CONCRETE APRON
FULL DEPTH
RECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
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e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
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C
3
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\
1
3
1
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1
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0
0
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d
w
g
12
/
1
2
/
2
0
2
5
3
:
0
9
:
5
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
℄ 80TH ST WB
℄ RAMP H
℄ RAMP H
REMOVE ENERGY ABSORBING TERMINAL
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D E-D E-D E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
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X
X
X X
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G-
D
G-
D
G-
D
G-
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G-
D
G-
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G-
D
G-
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H H
BRIDGE NO. 82019
BRIDGE NO. 82020
CP
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CONSTRUCTION LIMITS (TYP.)
REMOVE SIGNAL SYSTEM (TYP.)
Ha
d
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n
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65+22.40 66+00 67+00 68+00 69+00 70+00 71+00 72+00
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E-D E-D E-D E-D E-D E-D E-D
E-D
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E-D
E-D
E-D E-D E-D E-D E-D E-D
E-D
E-D
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E-D
E-D E-D E-D E-D E-D E-D E-D
X X X X X X X X X X X X X X X X X
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F-D
F-D
F-D
F-D
F-D
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C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D E-D E-D E-D E-D E-D E-D E-D
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E-D
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E-D
E-D
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E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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73+00
74+00
75+00 76+00
77+00
78+00
79+00
80+00
PROTECT EXISTING COTTAGE GROVE
MONUMENT AND LANDSCAPING
CONCRETE SIDEWALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
℄ RAMP F
℄ 80TH ST EB
℄ 80TH ST WB
CONSTRUCTION LIMITS (TYP.)
73+00
74+00
75+00 76+00
77+00
78+00
79+00
80+00
80TH STREET
SEE SHEET 47
SE
E
B
E
L
O
W
SEE SHEET 48
SEE SHEET 50
SEE SHEET 49
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
52
R
R
REMOVAL PLAN
80TH STREET
51
FEETSCALE
0 25 50
HORZ.
>
>>
l
D S
LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUSWALK
REMOVE CONCRETE APRON
FULL DEPTHRECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
SHEET
B
o
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,
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c
.
20
2
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,
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1
1
3
1
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1
3
1
4
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2
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2
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3
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1
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
℄ RAMP E
℄ RAMP G
℄ 80TH ST EB
℄ 80TH ST WB
℄ RAMP H
REMOVE ANCHORAGE
ASSEMBLY - TYPE 31
REMOVE SIGNAL SYSTEM (TYP.)
BEGIN S.A.P. 082-639-008
80TH ST EB STA. 65+65.59
℄ 80TH ST WB
80TH ST EB STA. 71+64.41
BEGIN S.P. 180-102-020
END S.A.P. 082-639-008
REMOVE ENERGY ABSORBING TERMINAL
REMOVE ENERGY
ABSORBING
TERMINAL
REMOVE ENERGY
ABSORBING
TERMINAL
REMOVE
ANCHORAGE
ASSEMBLY - TYPE 31
BEGIN S.A.P. 180-020-015
80TH STREET EB STA. 67+78.07
END S.A.P. 180-020-015
80TH ST EB STA. 70+25.61
SEE BRIDGE APPROACH PANEL PLANS
FOR APPROACH PANEL REMOVALS
SEE BRIDGE APPROACH PANEL PLANS
FOR APPROACH PANEL REMOVALS
SEE BRIDGE APPROACH PANEL PLANS
FOR APPROACH PANEL REMOVALS
HH H
HH
P
H
H
H
H
H
H
H
l
l
l
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l
l
l
l
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l
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l
l
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l
l
l
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l
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lllllllllllllll
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>>>>>>>>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>
>>>>
>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>
>
>
>
>>>>>>>>>
D
lllllllllllllll
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
>>
>>
>>
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C
CCH
C
C
C
C
S
S
S
S
S S SS
S
D
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D
EEEEEEEEE
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
EEEEEEEEEEEEE
E
E
E
E
E
E
GGGGGG
G G G G
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
E
E
E
E
E
E
E
E
E
E
E
E-B E-B
E-BE-B
H
E-
D
E-D
E-
D
E-
D
E-D
E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
80+00
81+00
82+00 83+00 84+00 85+00 86+00 87+00
80+00
81+00
82+00 83+00 84+00 85+00 86+00 87+00
COTTAGE GROVE ROW (TYP.)
ABANDON 241 LF - 27" RCP
SEE REMOVAL NOTE 4
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
CONSTRUCTION
LIMITS (TYP.)℄ 80TH ST EB
℄ 80TH ST WB
7135
Walgreens
7201
Valvoline
7200
U.S. Bank7998
Culver's
7135
7175
Dairy
Queen
7155
7980
Chase Bank
ABANDON 1 STRUCTURE
SEE REMOVAL NOTE 5
SALVAGE AND REINSTALL
EXISTING LANDSCAPE
EDGING (INCIDENTAL)
EXISTING DRAINAGE
AND UTILITY EASEMENT
HH H
E
H H
H
H
H H H
M
H
H
H
HH
H
M
MM H
HH
H H
H
H
G H
H
E E
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>>>>>>>>>>>>>>>>>>>>
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>>
>>
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>>
>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
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>
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>
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>>
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
>>
>>
>>
>>
E-D E-D E-D
E-
D
E-
D
G-D G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
E-
D
E-
D
E-
D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-D
F-D
F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-
D
F-
D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-
D
F-
D
F-
D
F-D F-D F-D
C-D
C-D
C-D C-D C-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-DG-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-
D
G-
D G-
D
G-
D
E-D
E-D
C
E
CC
C
C
C C
H
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S SSS
D
D
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-D
E-
D
E-
D
E-
D
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B
F-B
F-B
F-B
E-BE-B
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-
B
F-
B
F-
B
F-
B
F-
B
F-B
F-
B
E-B
E-B
E-BE-BE-BE-BE-BE-BE-B
EEEEEEEEEE
GGGGGGGGG
G
G
EEE
E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-B
C-D
C-
D
C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-
D
F-
D
F-D F-D
F-
D
F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
88+00 89+00 90+00 91+00 92+00 93+00 94+00
Ha
r
d
w
o
o
d
Av
e
n
u
e
Ea
s
t
P
o
i
n
t
Do
u
g
l
a
s
R
o
a
d
COTTAGE GROVE ROW (TYP.)
PROTECT RETAINING WALL
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
PROTECT CONCRETE
BENCH PAD
PROTECT RETAINING WALL
CONSTRUCTION LIMITS (TYP.)℄ 80TH ST EB
℄ 80TH ST WB
7135
Walgreens
U.S. Bank
7180 7190
7375
Goodwill
7420
7200
U.S. Bank
SIGNAL SYSTEM REVISIONS
SEE SIGNAL PLAN (SHEETS 182-188)
CONSTRUCT BULKHEAD - 1 EA
TO ABANDONED 12" HDPE STORM PIPE
(NE INVERT)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
0
0
6
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
1
0
:
5
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
REMOVAL PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
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51
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SEE SHEET 57
R
>
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l
D S
LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUSWALK
REMOVE CONCRETE APRON
FULL DEPTHRECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
52
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
F-D
F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
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E-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DF-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
CONSTRUCTION LIMITS (TYP.)℄ 80TH ST EB
℄ 80TH ST WB
7420
7449
Farmers
Insurance
7501
American
Accounts
& Advisors
7500
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CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
CONSTRUCTION LIMITS (TYP.)℄ 80TH ST EB
℄ 80TH ST WB7550
Grove80 Apartments
7606
Century Link
7584
8010
7539 7557 7575 7597 7617 7637
7655
UTILITY & SIDEWALK EASEMENT (TYP.)SIDEWALK EASEMENT (TYP.)
SALVAGE AND REINSTALL
EXISTING LANDSCAPE ROCK
(INCIDENTAL)
CONCRETE MEDIAN
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
REMOVAL PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
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B
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T
52
SE
E
S
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54
53
R
R
>
>>
l
D S
LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUSWALK
REMOVE CONCRETE APRON
FULL DEPTHRECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
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CONSTRUCTION LIMITS (TYP.)
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
7676
Kok Funeral
Home7606
Century Link
7702
Caribou Coffee
7655 7677 7695 7709 7731 7753 7775
8010
SIGNAL SYSTEM REVISION
SEE SIGNAL PLAN (SHEETS 189-195)
UTILITY & SIDEWALK EASEMENT (TYP.)
CONCRETE MEDIAN
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
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CONSTRUCTION LIMITS (TYP.)℄ 80TH ST EB
℄ 80TH ST WB7830
Crestview Elementary School
8010
8011 8006
7881 7897 7913
PROTECT EXISTING CURB
APRON AND RAMPS
CONCRETE MEDIAN
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
REMOVAL PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
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LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUSWALK
REMOVE CONCRETE APRON
FULL DEPTHRECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
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F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
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F-D F-D F-D F-D F-D F-D F-D
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COTTAGE GROVE ROW (TYP.)
CONSTRUCTION LIMITS (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
Cottage Grove
Ice Arena
7913 7929 7943 7957 7971 7991 8011 8026
CONCRETE MEDIAN
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
CONCRETE MEDIAN
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
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COTTAGE GROVE ROW (TYP.)
CONSTRUCTION LIMITS (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
8027 8081 8101 8121 8143 8161 8183
8040
Park High School
PROTECT EXISTING CURB
APRON AND RAMPS
CONCRETE MEDIAN
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
SIGNAL SYSTEM REPLACEMENT
SEE SIGNAL PLAN (SHEETS
SHEET
B
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
REMOVAL PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
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LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUSWALK
REMOVE CONCRETE APRON
FULL DEPTHRECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
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G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
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E-D E-D
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E-D
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E-D
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
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C-D
C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D
C-
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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E-
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
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C-D C-D C-D C-D C-D C-D
C-
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134+00 135+00 136+00 137+00 138+00 139+00 140+00 140+62.38
135+00 136+00 137+00 138+00 139+00 140+00 140+99.53
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COTTAGE GROVE ROW (TYP.)
CONSTRUCTION LIMITS (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
8040
Park High School
8161 8183
8026 8025
8024
8283 8303
7981
PROTECT CONCRETE
BENCH PAD
REMOVE SIGNAL
SYSTEM (TYP.)
PROTECT EXISTING CURB
APRON AND RAMPS
80TH ST EB STA 140+62.38
END S.P. 180-102-020
CONCRETE MEDIAN
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
SIGNAL SYSTEM REPLACEMENT
SEE SIGNAL PLAN (SHEETS 196-201)
SHEET
B
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
REMOVAL PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
S
H
E
E
T
55
56
R
>
>>
l
D S
LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUSWALK
REMOVE CONCRETE APRON
FULL DEPTHRECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLACE
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
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0+00 1+00 2+00 3+00 4+00 5+00 6+00
℄ EAST POINT
DOUGLAS ROAD NB
℄ EAST POINT
DOUGLAS ROAD SB
BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA 0+16.84
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SEE SIGNAL PLAN (SHEETS 202-208)
PRIOR TO FULL DEPTH RECLAMATION
PLACE 1" ADDITIONAL AGGREGATE
BASE PER MNDOT SPECIFICATION 2215
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℄ EAST POINT
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℄ EAST POINT
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EAST POINT DOUGLAS ROAD NB STA 10+37.69
END S.P. 180-112-014
7135
Walgreens
7180
7200
Hy-Vee Fast
& Fresh
PROTECT EXISTING CURB
APRON AND RAMPS
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APRON AND RAMPS
CONSTRUCTION
LIMITS (TYP.)
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P
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
REMOVAL PLAN
EAST POINT DOUGLAS ROAD
FEETSCALE
0 25 50
HORZ.
EAST POINT DOUGLAS ROAD
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
52
R
R
>
>>
l
D S
LEGEND
REMOVE BITUMINOUS
REMOVE BITUMINOUS
REMOVE CONCRETE
REMOVE CONCRETE
REMOVE CONCRETE
GRUBBING (CLEARING BY OTHERS)
REMOVE CURB AND GUTTER
REMOVE GUARDRAIL
SAWING BITUMINOUS PAVEMENT
REMOVE SEWER PIPE (STORM)
REMOVE BITUMINOUS
REMOVE PAVEMENT (FULL DEPTH)
SHOULDER PAVEMENT
PAVEMENT
DRIVEWAY PAVEMENT
WALK
MEDIAN
DRIVEWAY PAVEMENT
REMOVE SEWER PIPE (SANITARY)
REMOVE WATER MAIN
REMOVE MANHOLE
REMOVE CATCH BASIN
REMOVE HYDRANT
REMOVE GATE VALVE
REMOVE BITUMINOUSWALK
REMOVE CONCRETE APRON
FULL DEPTHRECLAMATION *
SAWING CONCRETE PAVEMENT(FULL DEPTH)
REMOVE LIGHTING UNIT
*10" FOR 80TH STREET AND 9" FOR EAST POINT DOUGLAS ROAD
REMOVE CURB AND GUTTER
(SPOT REPLACEMENT)
57
GENERAL NOTES:
1.SEE SIGNING AND STRIPING PLAN (SHEETS 132-142) FOR INPLAC
SIGN, DELINEATOR, AND MARKER REMOVALS.
2.SEE CONSTRUCTION PLAN & PROFILE (SHEETS 82-102) FOR
STRUCTURES REQUIRING ADJUST FRAME AND RING CASTINGS.
REMOVAL NOTES:
1.ALL TREES IDENTIFIED FOR REMOVAL WILL BE MARKED BY ENGINEER.
2.PRUNE TREES FOR STREET CLEARANCE AS DIRECTED BY THE ENGINEER,
TREE PRUNING SHALL BE PERFORMED BY AN ARBORIST CERTIFIED BY
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
3.SAWCUT BITUMINOUS AND CONCRETE PAVEMENT AT REMOVAL
LIMITS. LOCATIONS WILL BE MARKED BY THE ENGINEER.
4.PIPE ABANDONMENT SHALL CONSIST OF ALL WORK ASSOCIATED WITH
BULKHEADING THE EXISTING PIPE AND FILLING WITH SAND AS
DIRECTED BY ENGINEER
5.STRUCTURE ABANDONMENT SHALL CONSIST OF ALL WORK
ASSOCIATED WITH REMOVING THE EXISTING CASTING, ADJ RINGS AND
TOP SECTION AND FILLING THE STRUCTURE WITH SAND AS DIRECTED
BY ENGINEER.
6.CONTRACTOR TO PROTECT IRRIGATION SYSTEMS OUTSIDE OF
CONSTRUCTION LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR
DAMAGED IRRIGATION SYSTEMS OUTSIDE OF CONSTRUCTION LIMITS.
DAMAGED IRRIGATION SYSTEMS WITHIN CONSTRUCTION LIMITS
SHALL BE REPAIRED BY OTHERS.
X X
>>
>>
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>>
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MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS
MS MS
MS MS MS
MS
MS MS MS MS MS MS
MS MS MS
MS MS MS MS MS MS MS MS
MS
MS MS MS MS MS MS MS
MS MS
SC
L
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SC
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X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
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G-D
G-D
G-D
G-D
G-D
G-D
X
X
X
X
X
X
X
X
X
X X X
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
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C-
D
C-
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C-
D
C-
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C-
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D
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D
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1008 1009 1010 1011 1012 10131013
70
71
70
71
1013
1014
TH 61/TH 10
SCLSCL
SCL SCL SCL SCL SCL
SCL
MS
MS
MS MS
MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS
MS
MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS MS
MS
MS MS MS MS MS MS
MNDOT ROW
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P
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP EROSION CONTROL AND TURF ESTABLISHMENT
RAMP G
58
FEETSCALE
0 25 50
HORZ.
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
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T
59
RAMP G
R
R
℄ RAMP G
℄ RAMP G
℄ 80TH ST WB
℄ 80TH ST EB
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
BEGIN S.P. 8205-159
RAMP G STA. 1002+82.24
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
S
S
S
S
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X
X
X
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X
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X
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X
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X X X X X X X X X X X X X X X X X X X X X X X X
>>>>>>
70
71
72
1013 1014 1015 1016 1017 1018 1019 1020 1021
TH 61/TH 10
MS
MS
MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS MS MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MNDOT ROW
l
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G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
>>
>>
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1017
1018
1019
1020
1021
1022
1023
1024
TH 61/TH 10
TH 61/TH 10
MS MS MS MS MS MS MS MS MS MS MS MS MS
MS
MS MS MS MS MS
MS
MS
MS
MS
MS
MS
MS MS MS
MS MS MS MS MS MS MS MS MS
MS MS MS MS MS
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP EROSION CONTROL AND TURF ESTABLISHMENT
RAMP E
59
FEETSCALE
0 25 50
HORZ.
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
62
RAMP E
R
R
℄ RAMP E
℄ 80TH ST EB
℄ RAMP E
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
END S.P. 8205-159
RAMP E STA. 1023+77.30
l
l
l
l
l
l
l
l
l
l
l
l
l
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>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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>>
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>>
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>>
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>
>
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>
>
>
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>
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>
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S
S
S
D
D
DD
S
S
S
S
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G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
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X
X
XXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
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XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
2002
2003
2004 2005 2006
2007
2008
2009
TH 61/TH 10
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS
MS
MS MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS
MS
MNDOT ROW
MNDOT ROW
COT
T
A
G
E
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R
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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>
>
>
>
>
>
>
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S
D
D
S
S
E-
D
F-D
F-D
F-D
H
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
>>
>>
>>
>>
>>
>>
X
X
X
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X
X
X
X
X
X
X
X
X
X
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X
X
X
X
X
X
X
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E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
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F-
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F-DF-DF-DF-DF-DF-DF-DF-D
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F-
D
F-
D
H H
C-D
C-
D
C-
D
C-
D
C-
D
H
76
77
76
77
2013
2014
2007
2008
2009 2010 2011 2012 2012
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS MS MS MS MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS
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R
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8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP EROSION CONTROL AND TURF ESTABLISHMENT
RAMP F
60
FEETSCALE
0 25 50
HORZ.
RAMP F
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SEE SHEET 62
SEE SHEET 62
SE
E
S
H
E
E
T
61
R
R
℄ RAMP F
℄ RAMP F
℄ 80TH ST EB
℄ 80TH ST WB
℄ RAMP H
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
>>
>>
>>
>>
>>
>>
>>
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S
S
S
S
S
X
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X
X
X
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X
X
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X
>>
>>
>>
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
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F-D
F-D
F-D
F-D
F-D
F-D
C-
D
C-
D
C-
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C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
H
76
2013 2014 2015 2016 2017 2018 2019 2020
MS
MS
MS
MS MS MS MS MS MS MS MS MS
MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS
MS
MS
MS
MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MNDOT ROW
MNDOT ROW
>>
>>>>>>>>>>>>
>>
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X
X
X
X
X
X
X
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X
X
X
X
XXXXX
X
X
X
X
2019 2020 2021 2022 2023 2024 2025
2025
TH 61/TH 1
0
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS
MNDOT ROW
MNDOT ROW
SHEET
B
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1
2
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2
0
2
5
2
:
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2
:
3
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP EROSION CONTROL AND TURF ESTABLISHMENT
RAMP H
61
FEETSCALE
0 25 50
HORZ.
RAMP H
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
62
R
R
℄ RAMP H
℄ RAMP H
℄ 80TH ST EB
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
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STA 80+12.61805
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP EROSION CONTROL AND TURF ESTABLISHMENT
80TH STREET
62
FEETSCALE
0 25 50
HORZ.
80TH STREET
R
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SEE SHEET 58
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SEE SHEET 61
SEE SHEET 60
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℄ 80TH ST EB
℄ 80TH ST WB
℄ 80TH ST WB
℄ 80TH ST EB
℄ RAMP F
℄ RAMP G
℄ RAMP E
℄ RAMP H
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
80TH ST EB STA. 65+65.59
BEGIN S.A.P. 082-639-008
80TH ST EB STA. 71+64.41
BEGIN S.P. 180-102-020
END S.A.P. 082-639-008
80TH ST EB STA. 67+78.07
BEGIN S.A.P. 180-020-015
END S.A.P. 180-020-015
80TH ST EB STA. 70+25.61
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
EROSION CONTROL AND TURF ESTABLISHMENT
80TH STREET
FEETSCALE
0 25 50
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80TH STREET
R
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LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
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101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
7550
Grove80 Apartments
7606
Century Link
7584
8010
7539 7557 7575 7597 7617 7637 7655
SIDEWALK EASEMENT (TYP.)
UTILITY & SIDEWALK EASEMENT (TYP.)
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
EROSION CONTROL AND TURF ESTABLISHMENT
80TH STREET
FEETSCALE
0 25 50
HORZ.
SE
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64
80TH STREET
R
R
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
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108+00 109+00 110+00 111+00 112+00 113+00 114+00
108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
7676
Kok Funeral
Home
7606
Century Link
7702
Caribou Coffee
7655 7677 7695 7709 7731 7753 7775 8010
7830
Crestview Elementary School
UTILITY & SIDEWALK EASEMENT (TYP.)
COTTAGE GROVE ROW (TYP.)
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115+00 116+00 117+00 118+00 119+00 120+00 121+00
115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
7830
Crestview Elementary School
8010
8011 8006
7881 7897 7913
Crestview Elementary School
865
865
870
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865
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
EROSION CONTROL AND TURF ESTABLISHMENT
80TH STREET
FEETSCALE
0 25 50
HORZ.
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
64
SE
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65
80TH STREET
R
R
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
EROSION CONTROL AND TURF ESTABLISHMENT
80TH STREET
FEETSCALE
0 25 50
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66
80TH STREET
R
R
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
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140+62.38134+00 135+00 136+00 137+00 138+00 139+00 140+00
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8040
Park High School
8161 8183 8026 8025 8024 8283 8303
7981
80TH STREET EB STA 140+62.38
END S.P. 180-102-020
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
EROSION CONTROL AND TURF ESTABLISHMENT
80TH STREET
FEETSCALE
0 25 50
HORZ.
SE
E
S
H
E
E
T
66
67
80TH STREET
R
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
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BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA 0+16.84
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Speedway
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END S.P. 180-112-014
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
EROSION CONTROL AND TURF ESTABLISHMENT
EAST POINT DOUGLAS ROAD
FEETSCALE
0 25 50
HORZ.
68
SE
E
B
E
L
O
W
SE
E
A
B
O
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E
SE
E
S
H
E
E
T
63
EAST POINT DOUGLAS ROAD
R
R
LEGEND
SEED SOUTHERN BOULEVARD
FERTILIZER TYPE 3
MULCH TYPE 3
SEED WET DITCH
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 10
SEED MESIC INSLOPE
FERTILIZER TYPE 3
MULCH TYPE 3
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 4
ROLLED EROSION PREVENTION CATEGORY 20
SEED SOUTHERN TALLGRASS ROADSIDE
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
SEE LANDSCAPING PLANS
STORM DRAIN INLET PROTECTION
SILT FENCE, TYPE MSMS
SEDIMENT CONTROL LOG TYPE WOOD FIBERSCL
PROPOSED/EXISTING SURFACE FLOW
DIRECTION
SEED TURFGRASS
FERTILIZER TYPE 3
HYDRAULIC MULCH MATRIX
SEED TURFGRASS
FERTILIZER TYPE 3
ROLLED EROSION PREVENTION CATEGORY 20
EROSION CONTROL NOTES:
1.ALL CATCH BASIN, INLETS AND FLARED ENDS (BOTH EXISTING AND PROPOSED) SHALL HAVE INLET PROTECTION
INSTALLED PRIOR TO DISTURBANCE AND REMOVED AFTER RESTORATION IS ESTABLISHED.
2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED.
3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH STRUCTURE DURING THE
COURSE OF THE PROJECT.
4.THE BMPS SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS.
AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT ADDITIONAL BMPS MAY BE
REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE BMPS TO MEET ANY APPLICABLE
REQUIREMENTS.
5.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR CLEANED BY THE
CONTRACTOR THROUGHOUT THE PROJECT
ORGANIZATION CONTACT NAME PHONE
DESCRIPTION LOCATIONDESCRIPTION
DIRECTION OF FLOW
FINAL STABILIZATION
SOILS AND CONSTRUCTION NOTES
EROSION CONTROL TABULATION
TURF ESTABLISHMENT TABULATION
SHEETS NO.
SHEETS NO.
SHEETS NO.
SHEETS NO.
SHEETS NO.
SHEETS NO.
SHEETS NO.
SHEETS NO.
SHEETS NO.
EROSION AND SEDIMENT CONTROL DETAILS
ENVIRONMENTAL REVIEW
LONG TERM MAINTENANCE AND OPERATION
PROJECT CONTACTS
EROSION CONTROL SUPERVISOR
SWPPP TRAINING
LAND FEATURE CHANGES
LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN
LOCATION OF SWPPP REQUIREMENTS
STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
PROJECT NAME/LOCATION
PROJECT DESCRIPTION/NARRATIVE
PROJECT WATERBODIES
The following waterbodies are located within one mile of the project limits and receive runoff from the project site. If any of the
waterbodies are special or impaired waters, the BMPs described in Section 23 of the NPDES permit will apply to all areas of the site.
Approved TMDL implementation plans are also listed.
MPCA 24 HOUR EMERGENCY NOTIFICATION: 651-649-5451 TOLL FREE: 800-422-0798
ADDITIONAL SWPPP REQUIREMENTS
NAME TYPE SPECIAL?IMPAIRED?
Contractor's Erosion & Sediment Control Supervisor
SITE MAP & EROSION CONTROL SHEETS
APPROVED TMDL?
In accordance with spec. 2573.3 A.1 the contractor shall provide an Erosion Control Supervisor with a valid certification to direct the
contractor and subcontractors operations and insure compliance with federal, state and local ordinances and regulations. The Erosion
Control Supervisor will work with the project engineer to oversee the implementation of the SWPPP and the installation, inspection,
and maintenance and repair of the erosion prevention and sediment control BMPs before, during and after construction until the NOT
has been filed with the MPCA.
The Erosion Control Supervisor is responsible for complying with all the inspection and maintenance requirements stated in the
NPDES permit. Inspections of the entire construction site will occur a minimum of once every seven days during active construction
and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours. The Erosion Control Supervisor will oversee inspection of
all erosion prevention and sediment control BMPs to ensure integrity and effectiveness of each BMP. All inspections and maintenance
conducted during construction must be recorded in writing (within 24 hrs.) and these records must become part of the SWPPP.
Inspection reports must be submitted to the project engineer in a format that meets or exceeds the project engineer’s expectations.
Records of each inspection and maintenance activity shall include:
A. Date and time of inspections;
B. Name of persons conducting inspections;
C. Findings of inspections, including specific locations where corrective actions are needed;
D. Corrective actions taken, including dates, times, and party completing maintenance activities;
E. Date and amount of all rainfall events greater than 0.5 inch in 24 hours;
F.Photograph and description of discharge (i.e. color, odor, floating, settled or suspended solids, foam, oil sheen,etc.); and
G. Documents and changes made to the SWPPP.
Rainfall amounts must be obtained by a properly maintained rain gage on site, a weather station within 1 mile of site, or a weather
reporting system that provides site specific rainfall data from radar summaries.
The required SWPPP elements are located in several places
within the plan set as well as in the special provisions,
MnDOT spec book (2025 edition). The notes and table below are
a quick reference for the contractor and project engineer to use
in the field. There may be additional required SWPPP elements
included on the project that are not listed on this sheet.
No work shall occur within the banks of DNR designated Public Waters between March 1 and June 15. Stabilization of soils within
200 feet of the waters edge must be completed within 24 hours during this period.
STORMWATER CONTROLS AND PRECIPITATION
(NPDES PERMIT IS REQUIRED ON THIS PROJECT)
SWPPP Designer (Bolton & Menk, Inc.)
Total disturbed area: ___ acres
Total existing impervious surface area: ___ acres
Total post construction impervious surface area: ___ acres
Total proposed net change in impervious surface area: ___ acres
The contractor must plan and implement BMPs to protect receiving waters. The average annual rainfall amount for the project area
is 32.0 inches. Average 2-year and 10-year rainfall intensities are 3.72 in/hr and 5.57 in/hr respectively, assuming a Time of
Concentration of 10 minutes.
25.5
15.3
16.6
The project engineer and contractor are responsible for implementation of the SWPPP and installation, inspection, and maintenance
of the erosion prevention and sediment control BMPs before, during and after construction until the Notice of Termination (NOT) has
been submitted with the Minnesota Pollution Control Agency (MPCA).
30-32
-Timing for Installation is described in General SWPPP notes and are specified relative to contractor schedule.
-BMP Design Factors are incorporated in the design of BMP Standard Detail Sheets.
-Soil Management:
Soil types typically found on this project are primarily silty loam and lean sand.
Grading Projects: subsoiling and seeding practices will be done to mitigate for compaction and disturbance beyond road core.
-All MPCA Construction Activity Requirements are incorporated into this SWPPP and associated plan documents.
DRAINAGE TABULATION
DRAINAGE PLAN/PROFILE SHEETS
The City of Cottage Grove and MnDOT maintenance staff are responsible for the long term maintenance and operation of the
permanent stormwater system.
The intent of this project is to improve roadway conditions and safety. This project will include ADA improvements, lighting
improvements, utility improvements, and drainage improvements.
Molly Cristopherson (Hill)
58-68
58-68
58-68
72-73, 78-81
14-15
13
14
NONONOPOND82-475 W
1.3
This SWPPP was prepared by personnel certified, or
under the supervision of someone certified,
in the design of construction SWPPPs. Copies of the
certifications are on file with Washington County and are
available upon request. The contractor is responsible for
providing an erosion control supervisor with valid
certification that is responsible for overseeing the
implementation of the SWPPP. The contractor must provide
proof of certification at the preconstruction meeting and will not
be allowed to commence work until proof of certification has
been provided to the project engineer.
This project is located on Trunk Highway 61 (TH 61) at the 80th Street interchange; on County State Aid Highway 39
(CSAH 39) from Hadley Avenue to TH 61; on 80th Street (MSAS 102) from TH 61 to Ideal Avenue; and East Point
Douglas Road (MSAS 112) from 80th Street to 0.19 miles south of 80th Street in the City of Cottage Grove in
Washington County.
612-759-7039
9There are no stormwater mitigation measures required as a result of an environmental, archeological or agency review. All mitigation
measures have been addressed in this plan set or the special provisions. The project is located in a well head protection area or
Drinking Water Supply Management Area (DWSMA) with a high vulnerability.
Washington County
City of Cottage Grove
MnDOT Water Resources Project Engineer
Minnesota Pollution Control Agency (MPCA)
Minnehaha Creek Watershed District 952-641-4532
Josh Norman 651-757-2389
Contractor's Erosion & Sediment Control Installer 82-85 W POND NO NO NO
Paul Sponholz 651-458-2848
Bryce Fossand 651-234-7529
Maggie Menden
Erin Blaylock 651-430-4384
STORMWATER POLLUTION PREVENTION PLAN
69
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
JOHN L. PERKINS
56278 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
JLP
MMC
GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY
Note: information on this sheet is available in the permit and is not intended to be all inclusive. Modifications from the permit will be
underlined for quick identification.
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) (CONTINUED)
1. Construction shall be governed by the 2023 NPDES Construction Stormwater Permit, MnDOT Spec Book (2025 Edition), project
plans, and special provisions. Reference special provision 1717 for additional MPCA NPDES requirements. The contractor will develop a
chain of command with all operators on the site to ensure that the SWPPP will be implemented and stay in effect until the construction
project is complete, the entire site has undergone final stabilization, and the NOT has been submitted.
2. The contractor will prepare a written, weekly schedule of proposed erosion control activities for the Project Engineer's approval as
per MnDOT Spec 1717.2B.
3.The contractor will prepare and submit a site plan for the Engineer's approval as per MnDOT Spec 1717.2C for concrete
management, work in environmentally sensitive areas, areas identified in the plans as "site plan requirement area", any work that will
require dewatering, the staging of inlet protection devices over the life of the contract, and as requested by the engineer. All site plans
must be submitted to the engineer in writing. The contractor shall allow a minimum of 7 days for The City of Cottage Grove to review and
approve site plan submittals. The contractor will not be allowed to commence work for which a site plan is required until approval has
been granted by the engineer. The contractor will not be given any extra time in the contract due to the untimely submittal of a site plan.
4. The contractor will comply with the requirements regarding pollution prevention management during construction, which will
include, but not be limited to:
A. Concrete (including stucco, paint, form release oils, curing compounds, and other construction materials) washouts are not
allowed on site. An engineered collection system can also be used if it is approved by the project engineer. Liquid and solid
waste must be disposed of properly and in compliance with all MPCA regulations.
B. Solid waste including, but not limited to, collected sediment, asphalt and concrete millings, floating debris, paper, plastic,
fabric, construction and demolition debris, and other wastes, must be disposed of properly and in compliance with MPCA
disposal requirements.
C. Fuel tanks are not allowed on site. Hazardous waste, such as, oil, gasoline, paint, and other hazardous substances, must be
properly stored, including secondary containment, to prevent spills, leaks, or other discharge. Restricted access to storage
areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA
regulations.
D. External washing of trucks and other construction vehicles is not allowed on site. Engine degreasing is not allowed on site.
E. Chemical spill kits must be available on site at all times.
F. Portable restroom facilities must be anchored to prevent tipping.
5. Chemicals must be kept in a secure storage area when not in use. Chemical storage containers must have secondary containment
when being used or stored on the project site. Chemical spills of any kind (oil, fuel, fertilizer, etc.) must be cleaned up and removed from
the site immediately.
6. The contractor is responsible for creating and following a written disposal plan for all waste materials, and submitting the plan to
the engineer. The plan will include how the material will be disposed of and the location of the disposal site.
7. Burning of any material is not allowed within project boundary.
8. The erosion prevention and sediment control BMPs shall be placed as necessary to minimize erosion from disturbed surfaces and to
capture sediment onsite. All erosion control measures shall be in place prior to starting any removal work and/or ground disturbing
activities and shall be maintained until temporarily or permanently stabilized.
9. Sediment control devices must be established on all down gradient perimeters before any up gradient land disturbing activities
begin.
10. Storm sewer inlets will be protected at all times with the appropriate inlet protection for each specific phase of construction. Inlet
protection devices may need to be placed multiple times in the same location over the life of the contract. Inlet protection devices will be
paid for once per inlet regardless of the number of times the BMP is placed. All storm sewer inlet protection devices will be kept in good
functional condition at all times. If the project engineer deems an inlet protection device to be nonfunctional, in poor condition,
ineffective, or not appropriate for the current construction activities it will be replaced with a suitable alternative at no cost to The City of
Cottage Grove.
11. The contractor will place construction exits, as necessary, to prevent tracking of sediment onto paved surfaces and in compliance
with Section 9 of the NPDES permit. Construction exits will be sufficiently sized and maintained to prevent track out. Type 5 mulch (slash
mulch) or an approved engineered product will be allowed for construction exits in lieu of crushed rock.
12. All stormwater, including dewatering, must be discharged in a manner that does not cause nuisance conditions or erosion in
receiving channels, downslope properties or inundation in wetlands causing an adverse impact to the wetland as determined by the
engineer.
13. Backfill placed in streams shall consist of rock or granular material free of fines, silts, and mud. Machinery shall be cleaned of all
such material and free of grease, oil, etc. before entering the stream.
14. Slopes steeper than 1:3 (V:H) and greater than 75' in length shall be temporarily or permanently stabilized in increments not to exceed
75' in length prior to constructing or disturbing a new increment. If temporary or permanent stabilization is not feasible at a particular site, a
sediment basin or other approved sediment control measure will be allowed as approved by the engineer.
15. Land disturbance and removal of riparian (streamside) vegetation shall be minimized.
16. All exposed soil areas must be temporarily or permanently stabilized no more than 14 days (7 days if within 1 mile of and draining to a
special or impaired water) after construction activity on that portion of the site has temporarily or permanently ceased. Stabilization must be
initiated immediately. In many instances, this will require stabilization to occur more than once during rough grading. Rapid stabilization
methods 1, 2, 3 or 4 will be used to provide temporary cover, as appropriate, in these areas.
17. All temporary or permanent drainage ditches or swales that drain water from the construction site or divert water around the
construction site must be stabilized to top of bank within 200 lineal feet from the property edge or point of discharge to any surface water.
Stabilization must occur within 24 hours of connection to surface water, existing gutter, storm sewer inlet, drainage ditch, or other
stormwater conveyance system according to MnDOT Spec 1717.2. Rapid stabilization Method 4 will be used to stabilize these areas. The
remainder of the ditch must be stabilized within 14 days (7 days if within 1 mile of and draining to a special or impaired water) of connecting
to the surface water. Permanent erosion control blanket or rapid stabilization Method 4 will be used to stabilize these areas. Disc anchored
mulch and hydraulic soil stabilizers are not allowed to be used for permanent ditch stabilization.
18.Outlets shall be permanently or temporarily stabilized with energy dissipation within 24 hours of being constructed.
19. All exposed soil areas will be stabilized prior to the onset of winter. Any work still being performed will be snow mulched, seeded, or
blanketed within the time frames indicated in the NPDES permit.
20. The contractor shall comply with the following inspection and maintenance requirements:
A. Perimeter control devices must be repaired, replaced, or supplemented when it becomes non-functional or sediment reaches
1/2 the height of the device. Repairs must be made within 24 hours of discovery.
B. Inlet protection devices should be repaired when they become non-functional or sediment reaches 1/3 the height and/or depth
of the device.
C. Temporary and permanent sediment basins must be drained and have the sediment removed once the sediment has reached
1/2 the storage volume within 72 hours of discovery.
D. Tracked sediment must be removed within 24 hours of discovery of tracking onto paved surfaces.
E. All other non-functional BMPs must be repaired, replaced, or supplemented within 24 hours of discovery.
F. Contractor is responsible for maintaining all BMPs until all soil disturbing work has been completed, site has gone under final
stabilization, and the NOT has been submitted.
21. If sediment deposits in a surface water (including drainage ditches and conveyance systems), the material must be removed within 7
days.
22. Pavement surfaces shall be swept within 24 hours of discovery of sediment or tracking onto pavement that drains to curbs, inlets,
ditches, or ponds. Pavement shall be lightly wetted prior to sweeping.
23. Temporary dewatering activities may be required for roadway construction and utility work.
24. Final stabilization requires that:
A. All soil disturbing activities at the site have been completed.
B. All soils have been stabilized by a uniform perennial cover with a density of 70% or other equivalent means to prevent soil failure
under erosive conditions.
C. All accumulated sediment has been removed from permanent water quality basins.
D. The permanent stormwater management system has been constructed and is operating as designed.
E.All temporary synthetic and structural erosion prevention and sediment control BMPs have been removed.
25. The size and elevation of storm sewer pipes, inlets and overflow devices have been specifically designed to conform to MnDOT design
standards, MPCA and watershed district permit requirements. Changing flow directions, quantities, or patterns is not permitted. Any
changes to the size, elevation or direction of flow of the drainage system must be approved by the hydraulics engineer.
26.Filing of the NOT is completed electronically through the MPCA permitting webpage. When the project has met the requirements for
submission of the NOT, notify The City of Cottage Grove to coordinate the process.
27.Temporary soil stockpiles must have silt fence or other effective perimeter control. Soil stock piles must be covered with mulch, plastic
or other BMP if left in place for more than 7 days (incidental).
28.Filtration basins may be used as temporary sedimentation basins when they have been rough graded. They cannot be used for
temporary sedimentation after filtration media has been installed in the basin bottoms.
STORMWATER POLLUTION PREVENTION PLAN
70
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
JOHN L. PERKINS
56278 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
JLP
MMC
857C
859B
1027
454D
859B
7B
W
454C 411B
155C
8C
155C
155C
454D
411B
858C
155C
STORMWATER POLLUTION PREVENTION PLAN
71
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
JOHN L. PERKINS
56278 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
JLP
MMC
LEGEND
IMPAIRED, SPECIAL OR PROTECTED WATERS
NATIONAL WETLANDS INVENTORY
DRINKING WATER SUPPLY MANAGEMENT AREA
PROJECT BOUNDARY
1 MILE BOUNDARY
SOIL TYPE
DISCHARGE POINT
X X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
>>
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
JOHN L. PERKINS
56278 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JLP
R
TH 61 SB
TH 61 NB
℄ RAMP G
℄ RAMP H
GRADING PLAN
TH 61 BIOFILTRATION DITCH
72
FEETSCALE
0 25 50
HORZ.
BIOFILTRATION DITCH
BTM = 786.0
EOF = 787.5
WQV = 0.13 AC-FT
6" CONCRETE HEADWALL
INV = 783.5
DITCH CHECK
RAMP G STA 1005+39
ELEV = 787.5 6" DRAINTILE @0.75%
(FOLLOW EXISTING DITCH SLOPE)
DRAINTILE CLEANOUT
INV = 785.5
END S.P. 8205-159
RAMP G STA. 1002+82.24
DRAINTILE CLEANOUT
INV = 783.65
NOTE:
SEE SHEET 34 FOR CLEANOUT, DITCH
CHECK, AND BIOFILTRATION DITCH
DETAILS.
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
JOHN L. PERKINS
56278 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JLP
R
CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48
M-11 CASTING
T/C = 785.90
INV = 782.67
TH 61 SB
TH 61 NB
℄ RAMP E
℄ RAMP F
230'
CONNECT TO EXISTING STORM SEWER
MIN. 0.3% DITCH SLOPE
MAX. 1:6 SIDE SLOPE
GRADING PLAN
TH 61 MEDIAN DITCH
73
FEETSCALE
0 25 50
HORZ.
TAMS # 2224407
BEGIN S.P. 8205-159
RAMP E STA. 1023+77.30
NOTE:
SEE SHEET 34 FOR CLEANOUT, DITCH
CHECK, AND BIOFILTRATION DITCH
DETAILS.
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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F-D F-D F-D
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C-D
C-D
C-D
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
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COTTAGE GROVE ROW (TYP.)
135 LF - CIPP LINER 9" VCP
276 LF - CIPP LINER 9" VCP
184 LF - CIPP LINER 9" VCP
ADD NEW 12" - 4' DIA BARREL SECTION
REMOVE STEP - 1 EA
INSTALL STEP - 1 EA
1-901 1-1001
1-2055 1-3726
1-1002
1-900 1-903
1-3725
1-902
1-818 1-815
CLEAN BENCH/INVERT
REMOVE EXISTING 52" - 4' DIA CONE SECTION
ADD NEW 48" - 4' DIA CONE SECTION
REMOVE EXPOSED REBAR
CLEAN BENCH/INVERT
CLEAN BENCH/INVERT
HYDRANT RECONDITIONING AND PAINTING
7201
Valvoline
7200
U.S. Bank7998
Culver's
7135
7175
Dairy
Queen
7155
7980
Chase Bank
7135
Walgreens
EXISTING DRAINAGE
AND UTILITY EASEMENT
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CLEAN VALVE BOX
ADD VALVE NUT EXTENSION - 1 EA
REMOVE AND REPLACE VALVE BOX
87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
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F-
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F-D
F-D
F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
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C-
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F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
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F-D
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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C-
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C-
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G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D
G-D G-D G-D G-D G-D G-D G-D
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C-
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F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B
F-B
F-B
F-B
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F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-
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F-
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F-
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F-
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F-
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E-B
C-D
C-
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C-D
C-
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-
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F-
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F-D F-D
F-
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F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D
COTTAGE GROVE ROW (TYP.)
HYDRANT RECONDITIONING AND PAINTING
ROTATE HYDRANT PERPENDICULAR TO 80TH STREET
1-905 1-9061-903
68771-5214
3-813
1-812
1-2700
ADD NEW 12" - 4' DIA BARREL SECTION
CLEAN BENCH/INVERT
HYDRANT RECONDITIONING AND PAINTING
7135
Walgreens
7180 7190
7375
Goodwill
7420
7200
U.S. Bank
REMOVE AND REPLACE
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
UTILITY REPAIRS PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
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94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00
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E-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DF-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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C-
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F-
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F-
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C-
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C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
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C-
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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F-
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F-
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F-
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F-
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F-
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F-
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F-
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F-
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F-
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F-
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F-
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C-D C-D C-D C-D C-D C-D C-D
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
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C
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
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G-
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G-
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G-D
G-
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G-
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G-
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G-
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G-
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F-
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F-
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F-
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F-
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F-
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F-
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F-
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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C-
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F-
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F-
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F-
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C-
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E
HCOTTAGE GROVE ROW (TYP.)
1-907
1-1016 1-1015
3-5232
3-2693
3-73471-2695
3-5233 3-5234
3-2694
PATCH DOGHOUSE
LINE EXISTING
CATCH BASIN RINGS
PATCH DOGHOUSE
REMOVE AND REPLACE DOGHOUSE
PATCH INVERT
PATCH DOGHOUSE
REMOVE AND REPLACE INVERT
ADD NEW 12" - 4' DIA BARREL SECTION
ROTATE CONE SECTION TOWARDS THE STREET
REMOVE STEP - 4 EA
INSTALL STEP - 4 EA
CLEAN BENCH/INVERT
HYDRANT RECONDITIONING AND PAINTINGHYDRANT RECONDITIONING AND PAINTING
HYDRANT RECONDITIONING AND PAINTING
7449
Farmers
Insurance
7501
7460
American
Accounts
& Advisors
7500
7550
Grove80 Apartments
COMPCARE URGENT
CARE
INTEGRITY DENTAL
CARE
8010
7420
REMOVE EXISTING 52" - 4' DIA CONE SECTION
ADD NEW 24" - 4' DIA BARREL SECTION
ADD NEW 48" - 4' DIA CONE SECTION
1-908
315 LF - CIPP LINER 9" VCP
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
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E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
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G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
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C-
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C-
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C-
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C-
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C-D C-D C-D C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
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F-
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F-D
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D
C-
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E-
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G-
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G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
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E-
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E-
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E-
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E-
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E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
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G-
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G-
D
G-
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G-
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C
C H
H
H
H H H
H
H
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
F-D F-D
F-
D
F-
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F-
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F-
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F-
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
C-
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C-
D
C-
D
C-
D
C-
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C-
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C-
D
C-
D
C-
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C-
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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C-
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C-
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C-
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C-
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C-
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C-
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1-1015 1-3731 1-1014
3-2685 3-2684
3-2686
3-26873-5231
3-2688
1-2691
1-2692
PATCH DOGHOUSE
REMOVE AND REPLACE DOGHOUSE
CLEAN BENCH AND INVERT
PATCH DOGHOUSE
LINE EXISTING CATCH BASIN RINGS
SPRAY LINE BLOCK STRUCTURE (4' DIA) 4 LF
PATCH DOGHOUSE
PATCH INVERT
LINE EXISTING CATCH BASIN RINGS
REMOVE AND REPLACE DOGHOUSE
REMOVE AND REPLACE INVERT
CATCH BASIN RINGS
HYDRANT RECONDITIONING AND PAINTING
7550
Grove80 Apartments
7606
Century Link
7584
8010 7539 7557 7575 7597 7617 7637
7655
UTILITY & SIDEWALK EASEMENT (TYP.)SIDEWALK EASEMENT (TYP.)
LINE EXISTING CATCH BASIN RINGS
CLEAN BENCH/INVERT
REMOVE EXISTING INSIDE DROP AND
CONSTRUCT BULKHEAD - 1 EA
ON THE EXISTING SERVICE LINE
FROM INSIDE THE STRUCTURE
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
UTILITY REPAIRS PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
74
SE
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S
H
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T
76
R
R
75
108+00 109+00 110+00 111+00 112+00 113+00 114+00
108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
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AND PAINTING
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F-D
F-D
F-
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F-
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F-
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F-
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
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C-D C-D C-D C-D C-D C-D C-D C-D
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C-D
C-D
C-D
C-D
C-D
C-D
C-D
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F-D F-D F-D F-D
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F-D F-D F-D F-D F-D F-D F-D F-D
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F-D
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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C-
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C-
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C-
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C-
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E-D
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E-
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E-
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E-
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COTTAGE GROVE ROW (TYP.)
ADD NEW 12" - 4' DIA BARREL SECTION
1-1000 2-998 2-3730
3-2713
3-27143-27153-27163-52203-26813-2682
3-2680
3-2683
ADD NEW 12" - 4' DIA BARREL SECTIONPATCH INVERT
PATCH DOGHOUSE
LINE EXISTING CATCH BASIN RINGS
LINE EXISTING CATCH BASIN RINGS
RAISE TO GRADE (PAVED OVER)
ADD NEW 18" - 4' DIA BARREL SECTION
FURNISH AND INSTALL NEW R-1642
CASTING AND RINGS
ADD NEW 12" - 4' DIA BARREL SECTION
INSTALL STEP - 1 EAHYDRANT RECONDITIONING AND PAINTING
ADD 6" HYDRANT EXTENSION
7676
Kok Funeral
Home
7606
Century Link
7702
Caribou Coffee
7655 7677 7695 7709 7731 7753 7775 8010
7830
Crestview Elementary School
UTILITY & SIDEWALK EASEMENT (TYP.)UTILITY & SIDEWALK EASEMENT (TYP.)
LINE EXISTING CATCH BASIN RINGS
115+00 116+00 117+00 118+00 119+00 120+00 121+00
115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
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COTTAGE GROVE ROW (TYP.)
PATCH INVERT
2-995 2-994 2-991
2-4928
3-4939
2-3775
3-5228
3-5226
3-5230
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3-2713
3-2714 2-1495
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PATCH DOGHOUSE
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PATCH DOGHOUSE
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ADD NEW 12" - 4' DIA BARREL SECTION
REMOVE AND REPLACE DOGHOUSE
REMOVE AND REPLACE INVERT
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CLEAN BENCH/INVERT
REMOVE EXISTING 52" - 4' DIA CONE SECTION
ADD NEW 48" - 4' DIA CONE SECTION
CLEAN BENCH/INVERT
REMOVE EXISTING 52" - 4' DIA CONE SECTION
ADD NEW 48" - 4' DIA CONE SECTION
CLEAN BENCH/INVERT
REHABILITATE PRESSURE
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DETAIL ON SHEET 33
HYDRANT RECONDITIONING AND PAINTING
RAISE TO GRADE (PAVED OVER)
ADD NEW 12" - 4' DIA BARREL SECTION
FURNISH AND INSTALL NEW R-1642 CASTING AND RINGS
CONTRACTOR TO FIELD VERIFY PRIOR TO BUILDING STRUCTURE
7830
Crestview Elementary School
8010
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7881 7897 7913
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
UTILITY REPAIRS PLAN
80TH STREET
FEETSCALE
0 25 50
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E-D
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C-D
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C-
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F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-
D
G-
D
G-D G-D
G-
D
G-
D
G-
D
C
H H HE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D
S
M
F-B F-B F-B F-B F-B F-B F-B
G
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
COTTAGE GROVE ROW
2-960
2-3675
2-15122-1513
2-1511
3-1510
3-1509
REMOVE AND REPLACE DOGHOUSE
REMOVE AND REPLACE INVERT
PATCH DOGHOUSE
PATCH INVERT
SPRAY LINE BLOCK STRUCTURE (4' DIA) 7 LF
CONSTRUCT INVERT
PATCH DOGHOUSE
REMOVE STEP - 1 EA
INSTALL STEP - 1 EA
LINE EXISTING CATCH BASIN RINGS
PATCH INVERT
8040
Park High School
8161 8183 8026 8025 8024 8283
7981
6 LF CIPP LINER, 8" PVC
6' FROM UPSTREAM MH
4 LF CIPP LINER, 8" PVC
69' FROM DOWNSTREAM MH
80TH STREET EB STA 140+62.38
END S.P. 180-102-020
REMOVE AND REPLACE
VALVE BOX TOP SECTION AND
VALVE BOX MIDDLE SECTION
123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00
123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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E-
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E-
D
H
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
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S S
CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-
D
E-
D
E-
D
E-
D
E-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-
D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-
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C-
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C-
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C-
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C-
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C-
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C-
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
CC
>
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H H H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
G
G
E E E
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
F-B F-B F-B F-B
E
F
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C
COTTAGE GROVE ROW (TYP.)
2-989 2-962 2-961989A
3-3505
3-5223
3-5222
ADD NEW 12" - 4' DIA BARREL SECTION
PATCH DOGHOUSE
PATCH INVERT
ADD NEW 12" - 4' DIA BARREL SECTION
RAISE TO GRADE (PAVED OVER)
ADD NEW 12" - 4' DIA BARREL SECTION
FURNISH AND INSTALL NEW R-1642 CASTING AND RINGS
CONTRACTOR TO FIELD VERIFY PRIOR TO BUILDING STRUCTURE
3-4940
REMOVE AND REPLACE EXISTING 2X3 OPENING TOP SLAB WITH
NEW ROUND OPENING TOP SLAB - 4' DIA STRUCTURE
ADD NEW 18" - 4' DIA BARREL SECTION
RAISE TO GRADE
FURNISH AND INSTALL NEW R-1642 CASTING AND RINGS
Cottage Grove
Ice Arena
7943 7957 7971 7991 8011 8026 8027
LINE EXISTING
CATCH BASIN RINGS
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
UTILITY REPAIRS PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
S
H
E
E
T
76
R
77
R
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
I=806.60 12" W
STA 580+60.6
R=809.98
SS-200A
DIA=4.0'???' X ???'
BLD=3.4'
61' - 12" RCP @ 2
.
6
0
%
61' 12" RCP@ 2.60%
I=801.24 27" SE
I=805.02 12" E
I=801.24 27" W
STA 580+00.0
R=809.29
SS-200
DIA=4.0'???' X ???'
BLD=8.1'
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
>>
>>
>>
>>
>>
E-D E-D E-D E-D
F-D F-D F-D F-D
C-D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D
F-D
C-D C-D C-D C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
E-D
C
C
CCH
C
C
C
S
S
S
S
S S S
S D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
EEEEEEEEEEEE
GGGGGG
G G G G
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B
F-B
E
E
E
E-BE-B
G
G
EEE
E-
D
E-
D
E-D
E-D E-D E-D
E-
D
E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D
E-B
C-
D
C-
D
C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
83+00 84+00 85+00 86+00 87+00 88+00
84+00 85+00 86+00 87+00 88+00 89+00
SS-200
SS-201 SS-202 SS-203
SS-204
CONNECT EXISTING PIPE
TO NEW STRUCTURE (1 EA)
CONNECT EXISTING PIPE
TO NEW STRUCTURE (1 EA)
CONNECT EXISTING PIPE
TO NEW STRUCTURE (1 EA)
PATCH DOGHOUSE (N) LINE
EXISTING CATCH BASIN RINGS
1-2700
7135
Walgreens7201
Valvoline
7200
U.S. Bank
7135
7175
Dairy
7980
Chase Bank
SS-200A
SS-300
FES-301
SS-202A
DITCH GRADING AS
DIRECTED BY ENGINEER
(INCIDENTAL)
>>>>>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>
>>
>>
CONNECT EXISTING PIPE
TO NEW STRUCTURE (1 EA)
790
795
800
805
810
815
820
825
830
835
570+00 571+00
80
9
.
7
80
8
.
8
80
8
.
5
80
8
.
8
80
8
.
9
80
8
.
9
80
9
.
5
6
80
8
.
9
0
80
8
.
4
9
80
8
.
0
8
80
8
.
0
8
80
8
.
1
3
I=804.67 12" W
STA 571+16.0
R=807.98
SS-102
DIA=???'2' X 3'
BLD=3.3'
I=804.01 12" E
I=804.01 12" NW
STA 570+65.6
R=807.98
SS-100
DIA=4.0'???' X ???'
BLD=4.0'
7' - 12" RCP @ 1.32%7'
12" RCP
@ 1.32%
25' - 12" RCP @ 1.30%25'
12" RCP
@ 1.30%
58' - EX 12" RCP @ 1.32% 58'
EX 12" RCP
@ 1.32%
I=804.34 12" E
I=804.35 12" N
I=804.34 12" W
STA 570+90.7
R=807.97
SS-101
DIA=4.0'???' X ???'
BLD=3.6'
25' - 12" RCP @ 1.30%25'
12" RCP
@ 1.30%
500+00 501+00 502+00 503+00 504+00
80
9
.
2
80
9
.
6
80
9
.
8
81
0
.
0
81
0
.
9
81
1
.
2
81
1
.
5
81
1
.
8
81
2
.
1
81
2
.
4
81
2
.
8
81
3
.
2
81
3
.
4
81
3
.
6
81
3
.
8
81
4
.
1
81
4
.
2
81
4
.
1
80
9
.
6
0
80
9
.
8
8
81
0
.
1
2
80
9
.
9
6
81
0
.
2
0
81
0
.
4
5
81
0
.
6
9
81
1
.
0
0
81
1
.
4
6
81
1
.
9
8
81
2
.
5
0
81
2
.
8
9
81
3
.
2
4
81
3
.
5
8
81
3
.
9
3
81
4
.
1
4
I=801.24 27" SE
I=805.02 12" E
I=801.24 27" W
STA 500+10.0
R=809.29
SS-200
DIA=4.0'???' X ???'
BLD=8.1'
I=802.30 27" E
I=805.80 12" SE
I=802.30 27" NW
STA 500+92.4
R=809.78
SS-201
DIA=4.0'???' X ???'
BLD=7.5'
I=803.33 27" E
I=806.36 15" N
I=803.33 27" W
STA 501+71.4
R=810.55
SS-202
DIA=4.0'???' X ???'
BLD=7.2'
I=805.72 27" NE
I=805.72 27" W
STA 503+88.4
R=813.52
SS-203
DIA=5.0'???' X ???'
BLD=7.8'
82' - 27" RCP CL III @ 1.29%
82' 27" RCP@ 1.29%
79' - 27" RCP CL III @ 1.30%
79' 27" RCP@ 1.30%
217' - 27" RCP CL III @ 1.10%
217' 27" RCP@ 1.10%
39' - 27" RCP @ 0.75%
39'
27" RCP CL III
@ 0.75%
I=806.01 24" E
I=806.01 27" SW
STA 504+27.9
R=814.41
SS-204
DIA=4.0'???' X ???'
BLD=8.4'
EX 9" SAN
TOP = 800.35
EX 18" SAN
TOP = 804.74
EXISTING PROFILE OVER
STORM SEWER (TYP.) FINISHED PROFILE OVER
STORM SEWER (TYP.)
INSULATE TOP
OF SANITARY
SEWER PER
WAT-9
INSULATE TOP
OF SANITARY
SEWER PER
WAT-9
l
l
l
l
l
l
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>>
>>
>>
>>
>>
>>
>>
>>>>
>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>
>>
>>>>>>>>
>>>>>>>>>>>>
D
lllllllllllll
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
C
S
D
EEEEEF-BF-BF-BF-B
F-B
E-D E-D E-D E-D E-D E-D E-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D
80+00
81+00
82+00
81+00
82+00
SS-100 SS-102
CONNECT TO
EXISTING PIPE (1 EA)
ADJUST CB CASTING
INCL NEW R-3067-VB
CASTING AND RINGS
FURNISH AND INSTALL
R-3067-27 ADAPTER PLATE
SPRAY LINE STRUCTURE (4' DIA) 10 LF
INSTALL STEP - 1 EA
BELOW EXISTING STEPS
ADJUST CB CASTING
INCL NEW R-3067-VB
CASTING AND RINGS
FURNISH AND INSTALL
R-3067-27 ADAPTER PLATE
INSTALL STEP - 3 EA
ADJUST CB CASTING
INCL NEW R-3067-V
CASTING AND RINGS
FURNISH AND INSTALL
R-3067-27 ADAPTER PLATE
LINE EXISTING CATCH
BASIN RINGS
3-1027
3-819
1-818
1-815
1-820
REMOVE STEP - 3 EA
INSTALL STEP - 3 EA
7998
Culver's
7155
>>
SS-101
SS-101A
I=807.15 12" S
I=807.14 12" NW
STA 582+92.2
R=810.24
SS-300
DIA=4.0'???' X ???'
BLD=3.1'
25' - 12" RCP @ 3.80%
25'
12" RCP
@ 3.80%
I=808.11 12" N
583+17.41
FES-301
I=802.30 27" E
I=805.80 12" SE
I=802.30 27" NW
STA 500+92.4
R=809.78
SS-201
DIA=4.0'???' X ???'
BLD=7.5'
92' - EX 12" RCP @ 1.45%
92' EX 12" RCP@ 1.45%
790
795
800
805
810
815
820
825
830
835
560+00
81
1
.
3
81
1
.
0
81
0
.
8
6
81
0
.
8
5
I=806.65 15" S
STA 560+38.0
R=810.45
SS-202A
DIA=???'2' X 3'
BLD=3.8'
29' - 15" RCP @ 1.00%
29'
15" RCP
@ 1.00%
EX 18" SAN
TOP = 805.22
EX 9" SAN
TOP = 801.92
I=803.33 27" E
I=806.36 15" N
I=803.33 27" W
STA 560+09.0
R=810.55
SS-202
DIA=4.0'???' X ???'
BLD=7.2'
INSULATE TOP
OF SANITARY
SEWER PER
WAT-9
I=804.34 12" E
I=804.35 12" N
I=804.34 12" W
STA 570+90.7
R=807.97
SS-101
DIA=4.0'???' X ???'
BLD=3.6'
37' - 12" RCP @ 1.10%37'
12" RCP
@ 1.10%
I=804.75 12" S
STA 523+41.6
R=808.75
SS-101A
DIA=???'2' X 3'
BLD=4.0'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
5
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
1
5
:
5
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STORM SEWER PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
R
R
NOTES:
1.UNLESS OTHERWISE NOTED, ALL STORM SEWER PIPE SHALL BE RCP CLASS 5
2.PIPE LENGTHS SHOWN IN PROFILE INCLUDE LENGTH OF END SECTIONS. PAYMENT
FOR PIPE WILL BE PER SPECIFICATION AND NOT INCLUDE END SECTIONS.
78
80TH STREET
LEGEND
EXISTING TO BE REMOVED
OR ABANDONED
EXISTING TO REMAIN
PROPOSED
STORM SEWER
>>
>>
>>
D
D
800
805
810
815
820
825
830
835
840
845
550+00 551+00 552+00 553+00 554+00
81
8
.
4
81
8
.
5
81
9
.
0
81
9
.
3
81
9
.
9
82
0
.
2
82
0
.
9
82
1
.
6
82
2
.
3
82
3
.
1
82
3
.
9
82
4
.
9
82
5
.
8
82
6
.
8
82
7
.
9
82
9
.
0
83
0
.
1
83
1
.
2
81
8
.
5
6
81
9
.
2
0
81
9
.
7
8
81
9
.
6
1
81
9
.
6
7
82
0
.
0
4
82
1
.
2
3
82
1
.
9
4
82
2
.
7
1
82
3
.
5
1
82
4
.
3
5
82
5
.
2
4
82
6
.
1
7
82
7
.
1
1
82
8
.
0
8
82
9
.
1
2
83
0
.
1
8
83
0
.
8
5
I=813.54 18" SE
I=813.64 15" S
I=813.54 18" W
STA 550+51.4
R=819.16
SS-401
DIA=5.0'???' X ???'
BLD=5.6'
I=814.28 15" SE
I=814.28 15" N
STA 551+09.2
R=819.46
SS-402
DIA=4.0'???' X ???'
BLD=5.2'
I=826.58 15" W
STA 554+38.3
R=831.30
SS-404
DIA=???'2' X 3'
BLD=4.7'
321' - 15" RC
P
@
3
.
7
5
%
321' 15" RCP@ 3.75%
58' - 15" RCP @ 1.10%
58'
15" RCP
@ 1.10%
EX 18" SAN
TOP = 812.38
I=812.71 18" E
I=813.47 12" N
I=812.71 21" W
STA 550+10.0
R=818.51
SS-400
DIA=4.0'???' X ???'
BLD=5.8'
41' - 18" RCP @ 2.00%41'
18" RCP
@ 2.00%
8' - 15" RCP @ 3.20%
8'
15" RCP
@ 3.20%
I=814.54 15" E
I=814.54 15" NW
STA 551+17.3
R=819.72
SS-403
DIA=4.0'???' X ???'
BLD=5.2'
EXISTING PROFILE OVER
STORM SEWER (TYP.)
FINISHED PROFILE OVER
STORM SEWER (TYP.)
E
H
H
H H H
M
H
H
H
HH
H
MM H
HH
H
H H
H
G
E
H
llllllllllllll
lllllllllllllllllllllllllllllllll
l
l
l
l
l
l
l
l
>>
>>
>>
>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>>
l
l
l
l
l
l
l
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DE-D E-D E-D
>>
>>
>>
>>
>>>>>>
E-
D
E-
D
G-D G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
E-
D
E-
D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-D
F-D
F-D F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-
D
F-D
F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-
D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-
D
C-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-
D
C-
D
C-DC-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-
D
F-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
G-D
G-D
G-D
G-D
G-D
C-
D
C-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D G-
D
G-
D
E-D
E-D
C
E
CC
C
C
C C
C
C
C
C
H
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
D
S
S
D
D
C-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D
E-
D
E-
D
F-B
F-B
F-B
F-B
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-
B
F-
B
F-
B
F-
B
F-
B
F-B
F-
B
E-B
E-B
E-BE-BE-BE-BE-BE-BE-B
E
EEEEEEEEE
GGGGGGGGG
G
G
EE
E-D
E-
D
E-D
E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D
E-B
C-D
C-
D
C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-
D
F-
D
F-D F-D
F-
D
F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-D
C-
D
C-D
C-
D
C-
D
C-D89+00 90+00 91+00 92+00 93+00 94+00 95+00
96+00
89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00
SS-401
SS-402 SS-404
SS-401A
REMOVE CATCH BASIN
CONSTRUCT 4' DIA CBMH
CONNECT EXISTING PIPE
TO NEW STRUCTURE (2 EA)
R = 820.15
I = 815.22 15" W RCP
I = 815.30 12" E RCP
1-812
LINE EXISTING
CATCH BASIN RINGS
SS-400
>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
1-5214
ADJUST CB CASTING
INCL NEW R-3067-V
CASTING AND RINGS
FURNISH AND INSTALL
R-3067-27 ADAPTOR PLATE
4' CIPP LINER (12" RCP)
68' FROM UPSTREAM CB
7180 7190
7375
Goodwill
7420
SS-403
SS-500
REMOVE CATCH BASIN
CONSTRUCT 4' DIA CBMH
CONNECT EXISTING PIPE
TO NEW STRUCTURE (1 EA)
R = 841.20
I = 837.18 12" SW RCP
CONNECT EXISTING PIPE
TO NEW STRUCTURE (1 EA)
CONNECT EXISTING PIPE
TO NEW STRUCTURE (1 EA)
Ha
r
d
w
o
o
d
Av
e
n
u
e
SS-400A
800
805
810
815
820
825
830
835
840
845
555+00
81
8
.
5
81
8
.
8
81
8
.
8
0
81
9
.
1
4
I=812.71 18" E
I=813.47 12" N
I=812.71 21" W
STA 550+10.0
R=818.51
SS-400
DIA=4.0'???' X ???'
BLD=5.8'
I=813.70 12" S
STA 555+23.3
R=818.70
SS-400A
DIA=???'2' X 3'
BLD=5.1'
23' - 12" RCP @ 1.00%
23'
12" RCP
@ 1.00%
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
5
0
2
.
d
w
g
12
/
1
2
/
2
0
2
5
2
:
0
5
:
3
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STORM SEWER PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
R
79
NOTES:
1.UNLESS OTHERWISE NOTED, ALL STORM SEWER PIPE SHALL BE RCP CLASS 5
2.PIPE LENGTHS SHOWN IN PROFILE INCLUDE LENGTH OF END SECTIONS. PAYMENT
FOR PIPE WILL BE PER SPECIFICATION AND NOT INCLUDE END SECTIONS.
80TH STREET
LEGEND
EXISTING TO BE REMOVED
OR ABANDONED
EXISTING TO REMAIN
PROPOSED
STORM SEWER
>>
>>
>>
D
D
850
855
860
865
870
875
880
885
890
895
520+00 521+00 522+00 523+00 524+00
86
4
.
2
86
4
.
7
86
5
.
1
86
5
.
8
86
6
.
8
86
8
.
0
86
8
.
9
87
0
.
0
87
0
.
9
87
1
.
8
87
2
.
6
87
3
.
4
87
4
.
2
87
4
.
7
87
5
.
3
87
5
.
9
87
5
.
9
87
1
.
7
9
87
2
.
0
3
87
2
.
8
6
87
3
.
6
2
87
4
.
3
1
87
4
.
9
3
87
5
.
5
3
87
5
.
9
8
I=860.80 12" NE
I=859.06 15" E
I=858.82 15" W
STA 520+00.0
R=864.22
2-4928
DIA=4.0'???' X ???'
270' - EX 15" RCP @
2
.
2
6
%
270' EX 15" RCP@ 2.26%
I=868.26 15" N
I=865.18 15" E
I=865.18 15" W
STA 522+70.5
R=872.71
SS-600
DIA=4.0'???' X ???'
BLD=7.5'
I=868.14 15" E
I=868.13 15" S
I=868.04 15" W
STA 523+97.1
R=875.94
3-4940
DIA=4.0'???' X ???'
127' - EX 15" RCP
@
2
.
2
6
%
127' EX 15" RCP@ 2.26%
EXISTING PROFILE OVER
STORM SEWER (TYP.)
FINISHED PROFILE OVER
STORM SEWER (TYP.)
lllllllllllllllll
l l l l l l l l l l l l
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>
S
S
S
S
D
D
F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D
G-
D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D
H H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G
G
E E E E E E E E E E E E E E E E E E
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-BF-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
C C C C C C C C C C
F
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D E-D E-D
119+00 120+00 121+00 122+00 123+00
119+00 120+00 121+00 122+00 123+00
2-4928
CONNECT EXISTING PIPE
TO NEW STRUCTURE (2 EA)
SS-600
3-4940
SS-600A
7830
Crestview Elementary School
7881 7897 7913 7929 7943
SEE SHEET 77 FOR
STRUCTURE ADJUSTMENT
I=868.26 15" N
I=865.18 15" E
I=865.18 15" W
STA 522+70.5
R=872.71
SS-600
DIA=4.0'???' X ???'
BLD=7.5'
I=868.40 15" S
STA 525+17.2
R=872.40
SS-600A
DIA=???'2' X 3'
BLD=4.0'
7' - 15" RCP @ 2.00%
7'
15" RCP
@ 2.00%
EE
E
E
E E
EE
E
E
E
l l l l l l l l l l l l
l
l
l l
l
l
lllll
>>
>>>>>>
>>
>>>>>>
>>
>>
>>>>>>
>>
>>
>>>>>>>>>>>>>>>>>>
>
>
>
>
S
E-
D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
>>
>>
>>>>
>>
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>
>
>
>
>
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
F-B F-B F-B F-B F-B F-B F-B
G
F-D F-D
C-D C-D
135+00 136+00 137+00
135+00 136+00 137+00 138+00
3-1507
SS - 700
8040
Park High School
8183 8026 8025
CONNECT TO
EXISTING STRUCTURE (1 EA)
SS - 701
SS - 702
2-1513
CONNECT TO
EXISTING PIPE (1 EA)
Hy
d
e
Av
e
n
u
e
EXISTING WATERMAIN
526+00
88
2
.
2
I=878.71 15" N
I=878.23 15" SE
STA 526+00.0
R=882.24
SS - 700
DIA=4.0'???' X ???'
BLD=4.0'
25' - 15" RCP @ 5.45%25'
15" RCP
@ 5.45%
I=876.88 15" NW
I=876.88 15" E
STA 525+75.2
R=881.40
3-1507
DIA=4.0'???' X ???'
I=879.01 15" S
STA 526+15.2
R=882.53
SS - 701
DIA=???'2' X 3'
BLD=3.5'
15' - 15" RCP @ 2.00%15'
15" RCP
@ 2.00%
850
855
860
865
870
875
880
885
890
895
527+00528+00
88
1
.
8
88
2
.
3
88
2
.
3
88
2
.
1
88
1
.
8
5
88
2
.
3
1
88
2
.
3
1
88
2
.
1
0
77' - EX 15" RCP @ 1.10%
77' EX 15" RCP@ 1.10%
I=876.07 15" W
I=876.27 15" E
I=876.13 12" S
I=876.13 12" S
STA 527+00.0
R=881.85
2-1513
DIA=4.0'???' X ???'
8' - 15" RCP @ 1.10%
8'
15" RCP
@ 1.10%
I=877.01 15" E
STA 527+85.2
R=882.02
SS - 702
DIA=???'2' X 3'
BLD=5.0'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
5
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
1
7
:
3
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STORM SEWER PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
80
R
R
NOTES:
1.UNLESS OTHERWISE NOTED, ALL STORM SEWER PIPE SHALL BE RCP CLASS 5
2.PIPE LENGTHS SHOWN IN PROFILE INCLUDE LENGTH OF END SECTIONS. PAYMENT
FOR PIPE WILL BE PER SPECIFICATION AND NOT INCLUDE END SECTIONS.80TH STREET
LEGEND
EXISTING TO BE REMOVED
OR ABANDONED
EXISTING TO REMAIN
PROPOSED
STORM SEWER
>>
>>
>>
D
D
H
H
HH
H
H
M
H
H
ll
l
l l l l l l l l l l l l l l l l l
l
l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>>
>>
>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>
>>>>>>>>
>
>
>>>>>>>>
>
>
>
S
S
D
D
D
PPE
HH
EE
D
>>
>>
D
>>
>>
>>
D
D
>>
>>
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D
F-
D
F-
D
F-
D
F-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-
D
E-
D
E-
D
G-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
C-
D
C-
D
C-
D
C-
D
G-
D
G-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D
G-D G-D
E-D E-D E-D E-D
E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D
E-D E-D E-D
E-
D
E-
D
C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
G-D
G-
D
G-
D
G-D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-D
C
H
CH
C
C
C C
H
S
S S
S
S
D
D
D
C-D
C-D
E-D
E-D
E-
B
E-
B
F-
B
F-
B
F-
B
F-
B
F-
B
F-
B
G
G G
G
G
G
E E E E E
G G
G-D
G-D
F-D F-D F-D F-D F-D F-
D
F-
D
M
>>>>>>
>>
>>>>
ABANDONED 8"
SANITARY SEWERSS-800A
SS-802
CONNECT EXISTING PIPE
TO NEW STRUCTURE (1 EA)
EX
3
3
"
R
C
P
EX
3
3
"
R
C
P
SS-800
SS-801
SS-800B
0+00 1+00 2+00
3+00 4+00
5+00 6+00
7+00
8+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00
7+00
8+00
BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA 0+16.84
CONNECT EXISTING PIPE
TO NEW STRUCTURE (1 EA)
7135
Walgreens7155
Huntington Bank
7162
Speedway
7200
Hy-Vee Fast
& Fresh
Ea
s
t
P
o
i
n
t
D
o
u
g
l
a
s
R
o
a
d
7200
Hy-Vee Fast
& Fresh
Gr
o
v
e
P
l
a
z
a
En
t
r
a
n
c
e
775
780
785
790
795
800
805
810
815
820
535+00 536+00 537+00 538+00 539+00
79
6
.
5
79
6
.
4
79
6
.
6
79
6
.
3
79
6
.
8
79
6
.
4
9
79
6
.
4
0
79
6
.
6
2
79
6
.
2
9
79
6
.
8
2
53' - EX 33" RCP @ 0.85% 53'
EX 33" RCP
@ 0.85%
32' - 33" RCP @ 0.82%32'
33" RCP CL III
@ 0.82%
I=789.27 33" SE
I=789.21 33" NW
STA 535+94.1
R=795.67
SS-800A
DIA=5.0'???' X ???'
BLD=6.5'
I=791.00 15" NE
I=788.95 33" SE
I=788.95 33" NW
STA 535+62.4
R=796.39
SS-800
DIA=5.0'???' X ???'
BLD=7.4'
I=788.50 33" SE
I=788.50 33" NW
STA 530+09.9
R=795.93
SS-800B
DIA=5.0'???' X ???'
BLD=7.4' EXISTING PROFILE OVER
STORM SEWER (TYP.)
775
780
785
790
795
800
805
810
815
820
530+00 531+00
79
6
.
5
79
6
.
5
79
6
.
6
79
7
.
0
79
7
.
5
79
8
.
1
79
8
.
5
79
6
.
4
7
79
6
.
5
0
79
6
.
6
3
79
7
.
0
0
79
7
.
4
8
79
8
.
0
6
79
8
.
5
2
I=794.69 15" SW
STA 531+55.9
R=798.68
SS-802
DIA=???'2' X 3'
BLD=4.0'
8" SAN
INV = 788.47
I=791.00 15" NE
I=788.95 33" SE
I=788.95 33" NW
STA 535+62.4
R=796.39
SS-800
DIA=5.0'???' X ???'
BLD=7.4'
I=792.81 15" NE
I=792.77 15" SW
STA 530+80.7
R=797.06
SS-801
DIA=4.0'???' X ???'
BLD=4.3'
75' - 15" RCP @ 2
.
5
0
%
75' 15" RCP@ 2.50%
71' - 15" RCP @ 2
.
5
0
%
71' 15" RCP@ 2.50%
FINISHED PROFILE OVER
STORM SEWER (TYP.)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
5
0
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
1
8
:
1
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STORM SEWER PLAN & PROFILE
EAST POINT DOUGLAS ROAD
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
R
81
EAST POINT DOUGLAS ROAD
NOTES:
1.UNLESS OTHERWISE NOTED, ALL STORM SEWER PIPE SHALL BE RCP CLASS 5
2.PIPE LENGTHS SHOWN IN PROFILE INCLUDE LENGTH OF END SECTIONS. PAYMENT
FOR PIPE WILL BE PER SPECIFICATION AND NOT INCLUDE END SECTIONS.
LEGEND
EXISTING TO BE REMOVED
OR ABANDONED
EXISTING TO REMAIN
PROPOSED
STORM SEWER
>>
>>
>>
D
D
S
X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
X
X
X
X
X X
1002+00 1003+00 1004+00 1005+00 1006+00
1007+00
PC
:
1
0
0
4
+
9
5
.
7
1
BEGIN TAPER
STA:1006+33.73
14.00' RT
BEGIN TAPER
STA:1006+35.61
12.00' LT
TH 61/TH 10
MNDO
T
R
O
W
1:15
1:15
16' RAMP
4' SHLD
6' SHLD
16' RAMP (INP)
4' SHLD (INP)
6' SHLD (INP)
4' AGG SHLD (INP)
3' AGG SHLD (INP)1:15
1:15
+82
+82
+12
+12
4.
0
%
3.
0
%
1.
0
%
4.
0
%
2.
0
%
1.
0
%
STATION=1003+07.24
STATION=1003+32.24
STATION=1003+32.24
+48
+36
+46+34
1:5
1:5
775
780
785
790
795
800
805
810
815
820
775
780
785
790
795
800
805
810
815
820
1002+82 1003+00 1004+00 1005+00 1006+00 1007+00 1007+50
78
8
.
4
78
8
.
7
78
9
.
0
78
9
.
4
78
9
.
8
79
0
.
2
79
0
.
9
79
1
.
5
79
2
.
3
79
3
.
0
79
3
.
9
79
4
.
8
79
5
.
6
79
6
.
7
79
7
.
8
79
8
.
8
79
9
.
7
80
0
.
8
80
1
.
8
80
2
.
8
78
8
.
4
4
78
8
.
6
3
78
8
.
9
5
78
9
.
3
3
78
9
.
7
8
79
0
.
2
9
79
0
.
8
7
79
1
.
5
2
79
2
.
2
3
79
3
.
0
0
79
3
.
8
4
79
4
.
7
5
79
5
.
7
2
79
6
.
7
2
79
7
.
7
2
79
8
.
7
2
79
9
.
7
2
80
0
.
7
2
80
1
.
7
2
80
2
.
7
2
4.00%
VPI: 1003+48
EL: 786.64
A = 4.72%
K = 95.39
L=450'
VP
T
:
1
0
0
5
+
7
3
EL
:
7
9
5
.
6
4
BEGIN CONSTRUCTION
FINISHED PROFILE
GRADE (TYP)
EXISTING PROFILE
GRADE (TYP)
1000+75 1001+00 1002+00 1002+82
78
8
.
5
78
8
.
3
78
8
.
2
78
8
.
0
78
8
.
0
78
8
.
0
78
8
.
1
78
8
.
3
78
8
.
4
78
8
.
4
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
0
:
1
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
RAMP G
SE
E
S
H
E
E
T
83
R
CONSTRUCTION PLAN & PROFILE
RAMP G
82
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
END TREATMENT - TANGENT TERMINAL
MNDOT STANDARD PLAN (5-297.612)
END TREATMENT - TANGENT TERMINAL
MNDOT STANDARD PLAN (5-297.612)
℄ RAMP G
2' AGG SHLD
2' AGG SHLD
TRAFFIC
BEGIN S.P. 8205-159
RAMP G STA. 1002+82.24
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
INSTALL CHAIN LINK FENCE (20 LF)
4.5' AGG SHLD
4.5' AGG SHLD
S
S
X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
G-D
G-D
G-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
1008+00 1009+00 1010+00 1011+00 1012+00 1013+001013+02.52
PT
:
1
0
0
7
+
8
4
.
4
1
EP
:
1
0
1
3
+
0
2
.
5
2
END TAPER
STA:1007+84.41
24.00' RT
END TAPER
STA:1007+84.41
22.00' LT
TH 61/TH 10
80
t
h
S
t
r
e
e
t
S
2.
0
%
2.
0
%
4.
0
%
4.
0
%
STATION=1012+49.30
STATION=1012+24.30
STATION=1012+48.63
STATION=1011+98.63
1:15
1:15
12' THRU/LT TURN LANE
12' LT TURN LANE
12' RT TURN LANE
6' SHLD
4' SHLD
R41'
R10
.
5
'
12
'
T
H
R
U
L
A
N
E
(
I
N
P
)
6'
S
H
L
D
(
I
N
P
)
1:
5
0
+30
1:5
1:5
+29
790
795
800
805
810
815
820
825
830
835
790
795
800
805
810
815
820
825
830
835
1007+00 1008+00 1009+00 1010+00 1011+00 1012+00 1013+00 1014+00
80
0
.
8
80
1
.
8
80
2
.
8
80
3
.
8
80
4
.
8
80
5
.
8
80
6
.
9
80
7
.
8
80
8
.
8
80
9
.
6
81
0
.
5
81
1
.
4
81
2
.
1
81
2
.
7
81
3
.
4
81
4
.
0
81
4
.
6
81
4
.
9
81
5
.
4
81
5
.
7
81
6
.
1
81
6
.
3
81
6
.
5
81
6
.
6
81
6
.
6
80
0
.
7
2
80
1
.
7
2
80
2
.
7
2
80
3
.
7
2
80
4
.
7
2
80
5
.
7
2
80
6
.
7
2
80
7
.
7
1
80
8
.
6
6
80
9
.
5
5
81
0
.
3
9
81
1
.
1
8
81
1
.
9
1
81
2
.
6
0
81
3
.
2
3
81
3
.
8
1
81
4
.
3
4
81
4
.
8
2
81
5
.
2
4
81
5
.
6
2
81
5
.
9
4
81
6
.
2
1
81
6
.
4
3
81
6
.
6
1
4.00%
0.69%VP
I
:
1
0
1
2
+
8
5
.
7
6
EL
:
8
1
6
.
6
8
VPI: 1010+60
EL: 815.12
A = -3.31%
K = 120.83
L=400'
VP
C
:
1
0
0
8
+
6
0
EL
:
8
0
7
.
1
2
VP
T
:
1
0
1
2
+
6
0
EL
:
8
1
6
.
5
0
1013+02.52 (RAMP G)EL: 816.68
=70+72.15 (80TH ST WB)FINISHED PROFILE
GRADE (TYP)
EXISTING PROFILE
GRADE (TYP)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
0
:
3
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
RAMP G
SE
E
S
H
E
E
T
90
SE
E
S
H
E
E
T
82
R
CONSTRUCTION PLAN & PROFILE
RAMP G
83
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
ANCHORAGE ASSEMBLY
TYPE 31
℄ RAMP G
℄ 80TH ST WB
B624 C&G
B624 C&G
TRAFFIC
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
4.5' AGG SHLD
4.5' AGG SHLD
S
S
X
X
X
X
X
X
X
G-D
G-D
G-D
G-D
G-D
X
X
X
X
X
X
X
X
X
X X X X X X
X
X
X
X X X X
BP
:
1
0
1
3
+
5
9
.
5
0
TH 61/TH 10
MNDOT ROW
80
t
h
S
t
r
e
e
t
S
MNDOT ROW
COTTAGE GR
O
V
E
ROW
2.
0
%
2.
0
%
4.
0
%
4.
0
%
0.
0
%
STATION=1014+66.87
STATION=1014+72.89
STATION=1014+41.87
STATION=1014+39.56
STATION=1014+22.89
16' RAMP
4' SHLD
6' SHLD
12
'
T
H
R
U
L
A
N
E
(
I
N
P
)
12
'
T
H
R
U
L
A
N
E
(
I
N
P
)
6'
S
H
L
D
(
I
N
P
)
10
'
W
A
L
K
(
I
N
P
)
R6
0
'
1:15
+23 +43
1013+59.50 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00
R7'
+61
1:5
785
790
795
800
805
810
815
820
825
830
785
790
795
800
805
810
815
820
825
830
1013+00 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1019+25
81
6
.
1
81
5
.
7
81
5
.
3
81
5
.
0
81
4
.
6
81
4
.
3
81
3
.
9
81
3
.
4
81
2
.
9
81
2
.
4
81
1
.
7
81
1
.
1
81
0
.
3
80
9
.
4
80
8
.
6
80
7
.
8
80
6
.
8
80
5
.
8
80
4
.
7
80
3
.
8
80
2
.
9
80
1
.
8
80
0
.
8
81
5
.
5
6
81
5
.
2
5
81
4
.
9
4
81
4
.
6
2
81
4
.
2
9
81
3
.
9
0
81
3
.
4
5
81
2
.
9
4
81
2
.
3
8
81
1
.
7
6
81
1
.
0
8
81
0
.
3
5
80
9
.
5
6
80
8
.
7
1
80
7
.
8
0
80
6
.
8
4
80
5
.
8
4
80
4
.
8
4
80
3
.
8
4
80
2
.
8
4
80
1
.
8
4
80
0
.
8
4
-1.25%
-4.00%
VP
I
:
1
0
1
3
+
8
4
.
3
8
EL
:
8
1
5
.
7
6
VPI: 1016+28.52
EL: 812.70
A = -2.75%
K = 109.21
L=300'
VP
C
:
1
0
1
4
+
7
8
.
5
2
EL
:
8
1
4
.
5
8
VP
T
:
1
0
1
7
+
7
8
.
5
2
EL
:
8
0
6
.
7
0
1013+59.50 (RAMP E)EL: 816.26
=70+73.03 (80TH ST EB)
FINISHED PROFILE
GRADE (TYP)
EXISTING PROFILE
GRADE (TYP)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
0
:
5
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
RAMP E
SE
E
S
H
E
E
T
85
SE
E
S
H
E
E
T
90
R
CONSTRUCTION PLAN & PROFILE
RAMP E
84
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
ANCHORAGE ASSEMBLY
TYPE 31
END TREATMENT - TANGENT TERMINAL
MNDOT STANDARD PLAN (5-297.612)
℄ 80TH ST EB
℄ RAMP E
B624 C&G
B624 C&G
2' AGG SHLD
TRAFFIC
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
4.5' AGG SHLD
S
S
D
S
S
L
X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
>>
>>
TH 61/TH 10
MNDOT ROW
MNDOT ROW
16' RAMP
4' SHLD
6' SHLD
16' RAMP (INP)
4' SHLD (INP)
6' SHLD (INP)
3' AGG SHLD (INP)
1:15
1:15
+63
+30
+30+13
2.
0
%
1019+00 1020+00 1021+00
1022+00
1023+00 1024+00
2.
6
%
4.
0
%
4.
6
%
STATION=1022+00.00
STATION=1022+15.00
775
780
785
790
795
800
805
810
815
820
775
780
785
790
795
800
805
810
815
820
1018+75 1019+00 1020+00 1021+00 1022+00 1022+31
80
2
.
9
80
1
.
8
80
0
.
8
79
9
.
8
79
8
.
7
79
7
.
8
79
6
.
8
79
5
.
7
79
4
.
8
79
3
.
8
79
2
.
9
79
2
.
1
79
1
.
3
79
0
.
8
79
0
.
3
79
0
.
1
80
2
.
8
4
80
1
.
8
4
80
0
.
8
4
79
9
.
8
4
79
8
.
8
4
79
7
.
8
4
79
6
.
8
4
79
5
.
8
4
79
4
.
8
4
79
3
.
9
0
79
3
.
0
3
79
2
.
2
3
79
1
.
5
0
79
0
.
8
5
79
0
.
2
6
79
0
.
1
3
-4.00%
VP
C
:
1
0
2
0
+
6
7
EL
:
7
9
5
.
1
6
END CONSTRUCTION
FINISHED PROFILE
GRADE (TYP)
EXISTING PROFILE
GRADE (TYP)
1022+31 1023+00 1024+00 1025+00 1025+25
79
0
.
1
78
9
.
7
78
9
.
2
78
8
.
7
78
8
.
3
78
8
.
2
78
8
.
1
78
8
.
0
78
7
.
8
78
8
.
1
78
8
.
3
78
8
.
5
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
1
:
1
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
RAMP E
SE
E
S
H
E
E
T
84
R
CONSTRUCTION PLAN & PROFILE
RAMP E
85
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
ANCHORAGE ASSEMBLY
TYPE 31
℄ RAMP E
2' AGG SHLD
4.5' AGG SHLD
TRAFFIC
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
END S.P. 8205-159
RAMP E STA. 1023+77.30
BEGIN S.P. 8205-159
RAMP E STA. 1023+77.30
S
S
D
D
DD
S
S
S
XXXXXXXXX
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
XXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
PCC: 2003+82.54
TH 61/TH 10
MNDOT ROW
COTT
A
G
E
G
R
O
V
E
R
O
W
16' RAMP
4' SHLD
6' SHLD
16' RAMP (INP)
4' SHLD (INP)
6' SHLD (INP)
1:15+83
+98
2.
4
%
7.
0
%
0.
0
%
4.
0
%
2.
0
%
2002+00
2003+00
2004+00 2005+00 2006+00
2007+00
4.
0
%
STATION=2004+02.54
STATION=2004+47.54
STATION=2004+57.54
775
780
785
790
795
800
805
810
815
820
775
780
785
790
795
800
805
810
815
820
2003+83 2004+00 2005+00 2006+00 2007+00 2008+00
78
9
.
7
79
0
.
1
79
0
.
7
79
1
.
4
79
2
.
2
79
2
.
9
79
3
.
8
79
4
.
6
79
5
.
3
79
6
.
3
79
7
.
0
79
7
.
8
79
8
.
7
79
9
.
6
80
0
.
4
80
1
.
2
80
1
.
9
80
2
.
8
78
9
.
6
7
79
0
.
0
2
79
0
.
6
4
79
1
.
4
0
79
2
.
2
2
79
3
.
0
3
79
3
.
8
4
79
4
.
6
5
79
5
.
4
7
79
6
.
2
8
79
7
.
0
9
79
7
.
9
0
79
8
.
7
2
79
9
.
5
3
80
0
.
3
4
80
1
.
1
5
80
1
.
9
7
80
2
.
7
8
3.25%
VP
T
:
2
0
0
4
+
4
5
EL
:
7
9
1
.
2
4
BEGIN CONSTRUCTION
FINISHED PROFILE
GRADE (TYP)
EXISTING PROFILE
GRADE (TYP)
2001+50 2002+00 2003+00 2003+83
78
8
.
6
78
8
.
4
78
8
.
5
78
8
.
6
78
8
.
7
78
8
.
8
78
8
.
9
78
9
.
1
78
9
.
2
78
9
.
5
78
9
.
7
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
1
:
3
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
RAMP F
SE
E
S
H
E
E
T
87
R
CONSTRUCTION PLAN & PROFILE
RAMP F
86
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
℄ RAMP F
2' AGG SHLD
2' AGG SHLD
TRAFFIC
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
S
D
D
S
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
XXXXXX
X
X
X
X
X
X
X
X
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-DF-DF-DF-D
F-
D
F-
D
F-
D
H
EP
:
2
0
1
2
+
5
4
.
0
7
PT
:
2
0
0
9
+
8
4
.
7
4
BEGIN TAPER
STA:2008+18.97
12.00' LT
END TAPER
STA:2009+38.42
20.00' LT
TH 61/T
H
1
0
MNDOT
R
O
W
MN
D
O
T
R
O
W
80
t
h
S
t
r
e
e
t
COTTA
G
E
G
R
O
V
E
R
O
W
2.
0
%
3.
3
%
4.
0
%
4.
0
%
0.
0
%
STATION=2011+53.04
STATION=2011+78.04
STATION=2011+86.37
STATION=2012+03.04
STATION=2012+03.04
16' RAMP
4' SHLD
6' SHLD
1:15
12' THRU/LT TURN LANE
12' RT TURN LANE
6' SHLD
4' SHLD R11'
R3
0
'
1:15
1:15
+03
+83
+83 +03
2012+54.07
2007+00
2008+00
2009+00 2010+00 2011+00 2012+00
785
790
795
800
805
810
815
820
825
830
785
790
795
800
805
810
815
820
825
830
2007+00 2008+00 2009+00 2010+00 2011+00 2012+00 2013+00
79
9
.
6
80
0
.
4
80
1
.
2
80
1
.
9
80
2
.
8
80
3
.
5
80
4
.
4
80
5
.
2
80
6
.
0
80
6
.
6
80
7
.
3
80
7
.
7
80
8
.
4
80
8
.
9
80
9
.
3
80
9
.
8
81
0
.
0
81
0
.
3
81
0
.
5
81
0
.
7
81
0
.
9
81
1
.
2
81
1
.
6
79
9
.
5
3
80
0
.
3
4
80
1
.
1
5
80
1
.
9
7
80
2
.
7
8
80
3
.
5
9
80
4
.
4
0
80
5
.
2
2
80
6
.
0
1
80
6
.
7
4
80
7
.
4
3
80
8
.
0
5
80
8
.
6
2
80
9
.
1
3
80
9
.
5
9
80
9
.
9
9
81
0
.
3
4
81
0
.
6
2
81
0
.
8
6
81
1
.
0
3
81
1
.
1
8
81
1
.
3
2
3.25%
0.56%
VP
I
:
2
0
1
2
+
3
9
.
7
6
EL
:
8
1
1
.
4
0
VPI: 2010+28.75
EL: 810.21
A = -2.69%
K = 111.64
L=300'
VP
C
:
2
0
0
8
+
7
8
.
7
5
EL
:
8
0
5
.
3
4
VP
T
:
2
0
1
1
+
7
8
.
7
5
EL
:
8
1
1
.
0
6
FINISHED PROFILE
GRADE (TYP)
EXISTING PROFILE
GRADE (TYP)
2012+54.07 (RAMP F)EL: 811.72
=76+42.24 (80TH ST EB)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
1
:
5
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
RAMP F
SE
E
S
H
E
E
T
91
SE
E
S
H
E
E
T
86
R
CONSTRUCTION PLAN & PROFILE
RAMP F
87
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
℄ RAMP F
℄ 80TH ST EB
B624 C&G
B624 C&G
2' AGG SHLD
2' AGG SHLD
2' AGG SHLD
2' AGG SHLD
TRAFFIC
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
S D
S
S
S
S
S
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
XXXXXXXXXXXXX
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
H
2013+17.12 2014+00 2015+00 2016+00 2017+00 2018+00 2019+00
BP
:
2
0
1
3
+
1
7
.
1
2
80
t
h
S
t
r
e
e
t
80
t
h
S
t
r
e
e
t
MNDOT ROW
MND
O
T
R
O
W
2.
0
%
4.
0
%
STATION=2014+09.06
STATION=2014+34.06
2.
0
%
4.
0
%
0.
0
%
STATION=2014+59.06
STATION=2014+09.06
STATION=2014+25.73
16' RAMP
4' SHLD
6' SHLD
R9
0
'
1:15
1:15
+29
+09
+09 +34R9'
790
795
800
805
810
815
820
825
830
835
790
795
800
805
810
815
820
825
830
835
2012+75 2013+00 2014+00 2015+00 2016+00 2017+00 2018+00 2019+00
81
2
.
8
81
3
.
0
81
3
.
6
81
4
.
1
81
4
.
4
81
4
.
4
81
4
.
4
81
4
.
2
81
4
.
1
81
3
.
7
81
3
.
2
81
2
.
5
81
1
.
8
81
1
.
2
81
0
.
4
80
9
.
6
80
8
.
9
80
8
.
2
80
7
.
4
80
6
.
5
80
5
.
7
80
5
.
1
80
4
.
4
80
3
.
6
81
3
.
2
3
81
3
.
7
0
81
4
.
0
5
81
4
.
2
9
81
4
.
4
0
81
4
.
4
0
81
4
.
2
9
81
4
.
0
6
81
3
.
7
1
81
3
.
2
4
81
2
.
6
6
81
1
.
9
6
81
1
.
2
1
81
0
.
4
6
80
9
.
7
1
80
8
.
9
6
80
8
.
2
1
80
7
.
4
6
80
6
.
7
1
80
5
.
9
6
80
5
.
2
1
80
4
.
4
6
80
3
.
7
1
2.24%
-3.00%
VP
I
:
2
0
1
3
+
3
1
.
4
7
EL
:
8
1
2
.
8
2
VPI: 2014+83
EL: 816.21
A = -5.24%
K = 53.47
L=280'
HP
:
2
0
1
4
+
6
2
.
7
4
EL
:
8
1
4
.
4
2
VP
C
:
2
0
1
3
+
4
3
EL
:
8
1
3
.
0
8
VP
T
:
2
0
1
6
+
2
3
EL
:
8
1
2
.
0
2
FINISHED PROFILE
GRADE (TYP)
EXISTING PROFILE
GRADE (TYP)
2013+17.12 (RAMP H)EL: 812.72
=76+52.80 (80TH ST WB)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
2
:
1
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
RAMP H
SE
E
S
H
E
E
T
89
SE
E
S
H
E
E
T
91
R
CONSTRUCTION PLAN & PROFILE
RAMP H
88
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
℄ 80TH ST WB
℄ RAMP H
2' AGG SHLD
2' AGG SHLD
TRAFFIC
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
B624 C&G
B624 C&G
S
XXXX
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
XXXXX
X
X
X
X
2019+00 2020+00 2021+00 2022+00 2023+00 2024+00
PC
:
2
0
2
3
+
2
4
.
2
4
TH 61/TH 1
0
MNDOT ROW
MNDOT ROW
16' RAMP
4' SHLD
6' SHLD
16' RAMP (INP)
4' SHLD (INP)
6' SHLD (INP)
4' AGG SHLD (INP)
4' AGG SHLD (INP)
1:15
1:15 +98+68
+97+75
0.
5
%
1.
5
%
4.
6
%
0.
0
%
4.
1
%
2.
0
%
4.
0
%
STATION=2022+89.20
STATION=2022+72.53
STATION=2022+82.53
STATION=2022+22.53
780
785
790
795
800
805
810
815
820
825
780
785
790
795
800
805
810
815
820
825
2018+50 2019+00 2020+00 2021+00 2022+00 2023+00 2024+00 2024+50
80
5
.
1
80
4
.
4
80
3
.
6
80
2
.
8
80
2
.
0
80
1
.
3
80
0
.
6
79
9
.
9
79
9
.
2
79
8
.
4
79
7
.
6
79
6
.
9
79
6
.
0
79
5
.
4
79
4
.
7
79
3
.
8
79
3
.
1
79
2
.
4
79
1
.
7
79
1
.
1
79
0
.
6
79
0
.
1
78
9
.
5
78
9
.
1
78
9
.
0
80
5
.
2
1
80
4
.
4
6
80
3
.
7
1
80
2
.
9
7
80
2
.
2
2
80
1
.
4
7
80
0
.
7
2
79
9
.
9
7
79
9
.
2
2
79
8
.
4
7
79
7
.
7
2
79
6
.
9
7
79
6
.
2
2
79
5
.
4
7
79
4
.
7
2
79
3
.
9
7
79
3
.
2
2
79
2
.
4
7
-3.00%
VP
I
:
2
0
2
2
+
9
8
.
1
6
EL
:
7
9
1
.
7
8
FINISHED PROFILE
GRADE (TYP)
EXISTING PROFILE
GRADE (TYP)
END CONSTRUCTION
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
2
:
3
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
RAMP H
SE
E
S
H
E
E
T
C6
0
9
MNDOT ROW
END S.P. 8205-159
RAMP H STA. 2022+98.16
R
CONSTRUCTION PLAN & PROFILE
RAMP H
89
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
℄ RAMP H
2' AGG SHLD
2' AGG SHLD
TRAFFIC
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
D
SS
X
X
X
X
X
X
X
X
X
X
X
X
X X X
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
X
X
X
X
X
X
X
X
X
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H H
66+00 67+00 68+00 69+00 70+00 71+00 72+00PC: 71+42.01
66+00 67+00 68+00 69+00 70+00 71+00 72+00
PC: 71+41.07
BEGIN TAPER
STA:71+06.71
19.44' LT
END TAPER
STA:71+35.93
18.18' LT
BEGIN TAPER
STA:70+24.05
15.38' RT
END TAPER
STA:70+58.01
25.12' RT
CP
R
A
I
L
R
O
W
BRIDGE NO. 82020
CP
K
C
R
A
I
L
R
O
A
D
MN
D
O
T
R
O
W
MN
D
O
T
R
O
W
CO
T
T
A
G
E
G
R
O
V
E
RO
W
2.
0
%
STATION=70+25.61
STATION=71+42.57
STATION=71+37.49
1.
4
%
0.
0
%
STATION=70+71.88
R4
1
'
R10
.
5
'
1:4
12' THRU LANE (INP)
6' SHLD (INP)
14' THRU LANE (INP)
14' THRU LANE (INP)
12' THRU LANE (INP)
12' RT TURN LANE (INP)
6' SHLD (INP)
9' WALK (INP)
28' MEDIAN (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
6' SHLD (INP)
14' LT TURN LANE (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
6' SHLD (INP)
10' WALK (INP)
R60
'
1:50
1:1
5
R7'
2.
1
%
1.
0
%
1:
5
1:
5
1:
5
12' THRU LANE (INP)
14' LT TURN LANE (INP)
14' RT TURN LANE (INP)
14' THRU LANE (INP)
14' THRU LANE (INP)
8' WALK (INP)Ha
d
l
e
y
Av
e
n
u
e
We
s
t
P
o
i
n
t
Do
u
g
l
a
s
R
o
a
d
805
810
815
820
825
805
810
815
820
825
65+50 66+00 67+00 68+00 69+00 70+00 71+00 72+00 72+50
81
0
.
6
81
1
.
4
81
2
.
4
81
3
.
3
81
4
.
1
81
4
.
9
81
5
.
5
81
6
.
9
81
6
.
6
81
6
.
6
81
6
.
6
81
6
.
5
81
6
.
5
81
6
.
5
81
6
.
8
7
81
6
.
8
0
81
6
.
7
3
81
6
.
6
7
81
6
.
6
0
81
6
.
5
3
81
6
.
4
6
-0.28%
VP
I
:
6
9
+
9
9
.
3
4
EL
:
8
1
6
.
8
7
VP
I
:
7
1
+
5
9
.
3
3
EL
:
8
1
6
.
4
3
BEGIN CONSTRUCTION END CONSTRUCTION
BRIDGE NO. 82020 (OVER CP RAIL)
BRIDGE NO. 82019 (OVER TH 61/TH 10)
70+72.15 (80TH ST WB)EL: 816.67
=1013+02.52 (RAMP G)
805
810
815
820
825
805
810
815
820
825
65+50 66+00 67+00 68+00 69+00 70+00 71+00 72+00 72+50
81
1
.
5
81
2
.
5
81
3
.
4
81
4
.
2
81
4
.
8
81
5
.
5
81
6
.
6
81
6
.
5
81
6
.
3
81
6
.
1
81
5
.
7
81
5
.
4
81
6
.
6
7
81
6
.
4
2
81
6
.
1
7
81
5
.
9
3
81
5
.
6
8
81
5
.
4
3
-0.99%
VP
I
:
7
0
+
0
2
.
8
5
EL
:
8
1
6
.
8
8
VP
I
:
7
1
+
6
4
.
3
6
EL
:
8
1
5
.
2
9
BEGIN CONSTRUCTION
END CONSTRUCTION
BRIDGE NO. 82020 (OVER CP RAIL)
BRIDGE NO. 82019 (OVER TH 61/TH 10)
FINISHED PROFILE
GRADE (TYP)
EXISTING PROFILE
GRADE (TYP)
70+73.03 (80TH ST EB)EL: 816.19
=1013+59.50 (RAMP E)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
2
:
5
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP
80TH STREET
WESTBOUND
EASTBOUND
SEE SHEET 83
SEE SHEET 84
SE
E
S
H
E
E
T
91
R
CONSTRUCTION PLAN & PROFILE
80TH STREET
90
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
ANCHORAGE ASSEMBLY
TYPE 31END TREATMENT - TANGENT TERMINAL
MNDOT STANDARD PLAN (5-297.612)
TRAFFIC BARRIER DES TRANS TYPE 31
(SEE MNDOT STANDARD PLAN 5-297-695)
CONCRETE MEDIAN NOSE
STANDARD PLATE 7113
CONCRETE MEDIAN
NOSE STANDARD
PLATE 7113
B624 C&G
(GUTTER OUT)
B624 C&G
B624 C&G
B624 C&G
(GUTTER OUT)
℄ 80TH ST WB
℄ 80TH ST EB
℄ RAMP E
℄ RAMP G
B624 C&G
B624 C&G
B624 C&G
B624 C&G
(GUTTER OUT)
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
TRAFFIC
TRAFFIC
80TH ST EB STA. 65+65.59
BEGIN S.A.P. 082-639-008
80TH ST EB STA. 71+64.41
BEGIN S.P. 180-102-020
END S.A.P. 082-639-008B624 C&G
(GUTTER OUT)
B624 C&G
(GUTTER OUT)
TRAFFIC BARRIER DES TRANS TYPE 31
(SEE MNDOT STANDARD PLAN 5-297-695)
CONCRETE MEDIAN NOSE
STANDARD PLATE 7113
TRAFFIC BARRIER DES TRANS TYPE 31
(SEE MNDOT STANDARD PLAN 5-297-695)
IMPACT ATTENUATOR
80TH ST EB STA. 67+78.07
BEGIN S.A.P. 180-020-015
END S.A.P. 180-020-015
80TH ST EB STA. 70+25.61
SEE BRIDGE APPROACH
PANEL PLANS FOR APPROACH
PANEL CONSTRUCTION
SEE BRIDGE APPROACH
PANEL PLANS FOR
APPROACH PANEL
CONSTRUCTION
S
D
D
D
DD
S
E-D
E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
H
X
X
X
X
X X X X X X X X X X X X X X X X X
X
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
H
S
S
D
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
H
H
D
74+00
75+00 76+00
77+00
78+00
79+00
80+00
81+00
74+00
75+00 76+00 77+00
78+00
79+00
80+00
81+00
Ra
m
p
F
COTTA
G
E
G
R
O
V
E
R
O
W
MN
D
O
T
R
O
W
CO
T
T
A
G
E
G
R
O
V
E
R
O
W
MNDOT ROW
CONCRETE PEDESTRIAN
RAMP PER
MNDOT STANDARD
PLAN 5-297.250 (TYP.)
END TAPER
STA:77+58.42
14.00' LT
BEGIN TAPER
STA:76+55.00
27.77' LT
PROTECT EXISTING COTTAGE GROVE
MONUMENT AND LANDSCAPING
CONSTRUCT 40' F-F,
CONCRETE MEDIAN AND
37' F-F ROADWAY PER
TYPICAL SECTION J/23
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
CONCRETE MEDIAN NOSE
STANDARD PLATE 7113
CONCRETE MEDIAN NOSE
STANDARD PLATE 7113
12' THRU LANE
12' THRU LANE
6' SHLD
14' LT TURN LANE
12' THRU LANE
12' THRU LANE
6' SHLD
14' LT TURN LANE
1:7.5
14' THRU LANE
12' THRU LANE
14' RT TURN LA
N
E
14' THRU LANE
14' THRU LANE
6' BLVD
6' WALK
8' WALK (INP)
R9
0
'
R11
'R3
0
'
B624 C&G
B624 C&G
B612 C&G
B612 C&G
1:10
BEGIN TAPER
STA:78+45.67
14.00' RT
END TAPER
STA:79+36.14
23.02' RT
14' THRU LAN
E
11' THRU LAN
E
12' RT TURN L
A
N
E
CONSTRUCT 40' F-F,
CONCRETE MEDIAN AND
28' F-F ROADWAY PER
TYPICAL SECTION I/22
PROPOSED WIDENING
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS - 2 EA
CONCRETE CURB & GUTTER
SPOT REPAIR AS DIRECTED
BY ENGINEER (TYP.)R9'
CONSTRUCTION
LIMITS (TYP.)
WIDENING / COMMON
EXCAVATION LIMITS
ADJUST CB CASTING,
INCL NEW RINGS
ADJUST CB CASTING,
INCL NEW RINGS
SEE LANDSCAPE PLAN
FOR BANNER POLE
DETAILS (TYP.)
SEE BRIDGE APPROACH
PANEL PLANS FOR APPROACH
PANEL CONSTRUCTION
800
805
810
815
820
800
805
810
815
820
FINISHED PROFILE
GRADE (TYP.)
EXISTING PROFILE
GRADE (TYP.)
-0.24%
-0.95%
-0.81%
VP
I
:
7
4
+
5
4
.
7
1
EL
:
8
1
3
.
1
8
VPI: 76+19
EL: 811.62
A = 0.14%
K = 1196.66
L=170'
VPI: 79+21
EL: 809.18
A = 0.57%
K = 183.47
L=105'
LP
:
8
1
+
4
4
.
4
5
EL
:
8
0
8
.
7
1
VP
T
:
7
7
+
0
4
EL
:
8
1
0
.
9
3
VP
T
:
7
9
+
7
3
.
5
0
EL
:
8
0
9
.
0
5
VP
C
:
7
5
+
3
4
EL
:
8
1
2
.
4
2
VP
C
:
7
8
+
6
8
.
5
0
EL
:
8
0
9
.
6
0
VP
C
:
8
0
+
8
9
.
4
4
EL
:
8
0
8
.
7
8
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
75+00 76+00 77+00 78+00 79+00 80+00 81+00
80
2
.
1
80
7
.
8
81
2
.
5
81
1
.
5
81
2
.
4
81
2
.
1
81
2
.
0
81
1
.
5
81
1
.
3
81
1
.
0
81
1
.
1
81
0
.
9
81
0
.
7
81
0
.
5
81
0
.
7
81
0
.
2
81
0
.
0
80
9
.
8
80
9
.
6
80
9
.
4
80
9
.
2
80
9
.
0
80
9
.
0
80
8
.
9
80
8
.
8
80
8
.
8
80
8
.
7
80
8
.
7
80
8
.
7
81
2
.
9
8
81
2
.
7
5
81
2
.
5
1
81
2
.
2
7
81
2
.
0
4
81
1
.
8
1
81
1
.
5
9
81
1
.
3
8
81
1
.
1
7
81
0
.
9
6
81
0
.
7
6
81
0
.
5
6
81
0
.
3
6
81
0
.
1
5
80
9
.
9
5
80
9
.
7
5
80
9
.
5
5
80
9
.
3
7
80
9
.
2
3
80
9
.
1
2
80
9
.
0
5
80
8
.
9
9
80
8
.
9
3
80
8
.
8
7
80
8
.
8
1
80
8
.
7
6
80
8
.
7
2
76+42.24 (80TH ST EB) EL: 811.44
= 2012+54.07 (RAMP F)
800
805
810
815
820
800
805
810
815
820
75+00 76+00 77+00 78+00 79+00 80+00 81+00
FINISHED PROFILE
GRADE (TYP.)
EXISTING PROFILE
GRADE (TYP.)
-1.27%
-0.69%
VP
I
:
7
4
+
4
8
.
3
6
EL
:
8
1
4
.
3
6
VPI: 80+77
EL: 809.29
A = 0.81%
K = 210.67
L=170'
VPI: 75+75
EL: 812.75
A = 0.58%
K = 343.68
L=200'
LP
:
8
1
+
3
7
.
3
8
EL
:
8
0
9
.
3
7
VP
T
:
7
6
+
7
5
EL
:
8
1
2
.
0
6
VP
C
:
7
9
+
9
2
EL
:
8
0
9
.
8
7
VP
C
:
7
4
+
7
5
EL
:
8
1
4
.
0
2
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
81
3
.
6
81
3
.
3
81
2
.
9
81
2
.
7
81
2
.
5
81
2
.
3
81
2
.
2
81
2
.
3
81
2
.
1
81
2
.
0
81
1
.
8
81
1
.
7
81
1
.
5
81
1
.
3
81
1
.
1
81
0
.
9
81
0
.
6
81
0
.
5
81
0
.
4
81
0
.
2
81
0
.
0
80
9
.
8
80
9
.
7
80
9
.
6
80
9
.
6
80
9
.
5
80
9
.
4
81
4
.
3
4
81
4
.
0
2
81
3
.
7
2
81
3
.
4
2
81
3
.
1
5
81
2
.
9
0
81
2
.
6
6
81
2
.
4
4
81
2
.
2
4
81
2
.
0
6
81
1
.
8
9
81
1
.
7
2
81
1
.
5
4
81
1
.
3
7
81
1
.
2
0
81
1
.
0
3
81
0
.
8
5
81
0
.
6
8
81
0
.
5
1
81
0
.
3
4
81
0
.
1
6
80
9
.
9
9
80
9
.
8
2
80
9
.
6
7
80
9
.
5
5
80
9
.
4
7
80
9
.
4
1
80
9
.
3
8
76+52.80 (80TH ST WB) EL: 812.22
= 2013+17.12 (RAMP H)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
1
0
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
2
3
:
1
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
R
SEE SHEET 88
SE
E
S
H
E
E
T
90
SEE SHEET 87
SE
E
S
H
E
E
T
92
80TH STREET
WESTBOUND
EASTBOUND
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
91
℄ 80TH ST WB
℄ 80TH ST EB
℄ RAMP F
℄ RAMP H
END TREATMENT - TANGENT TERMINAL
MNDOT STANDARD PLAN (5-297.612)TRAFFIC BARRIER DES
TRANS TYPE 31
(SEE MNDOT STANDARD
PLAN 5-297-695)
HH H
HH
P
H
H
H
H
H
H
HE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
C
CCH
C
C
C
C
S
S
S
S
S S S
S
S
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D
EEEEEEEEE
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
EEEEEEEEEEEEE
E
E
E
E
E
E
GGGGGG
G G G G
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
E
E
E
E
E
E
E
E
E
E
E
E-B E-B
E-BE-B
H
E-
D
E-D
E-D
E-
D
E-D
E-D E-D E-D
E-D
E-D E-D
E-D
E-D
E-D
E-D E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DF-D F-D F-D F-D F-D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
81+00
82+00 83+00 84+00 85+00 86+00 87+00
COTTAGE GROVE ROW (TYP.)
1:9
1:9
CONSTRUCT 37' F-F,
4" CONCRETE MEDIAN
AND 40' F-F' ROADWAY
PER TYPICAL SECTION J/23
CONSTRUCT 87' F-F ROADWAY
PER TYPICAL SECTION K/23
7135
Walgreens
7201
Valvoline
7200
U.S. Bank
7998
Culver's
7135
7175
Dairy
Queen
7155
7980
Chase Bank
BEGIN TAPER
STA:81+95.30
14.00' LT
END TAPER
STA:83+75.06
33.50' LT
STA:84+75.11
BEGIN CROWN
TRANSITION
STA:83+75.06
1% REDUCED
CROWN
82+00 83+00 84+00 85+00 86+00 87+00 88+00
8' WIDE
CONCRETE SIDEWALK
COMMERCIAL
CONCRETE DRIVEWAY
APRON PER STR-17
CONCRETE PEDESTRIAN
RAMP PER
MNDOT STANDARD
PLAN 5-297.250
COMMERCIAL
CONCRETE DRIVEWAY
APRON PER STR-17
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS - 2 EA
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
WIDENING / COMMON
EXCAVATION LIMITS
WIDENING / COMMON
EXCAVATION LIMITS
CONSTRUCTION
LIMITS (TYP.)EXISTING DRAINAGE
AND UTILITY EASEMENT
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS - 3 EA
ADJUST VALVE BOX - 2 EA
SEE LANDSCAPE PLAN
FOR BANNER POLE
DETAILS (TYP.)
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN (TYP.)
D
1.
0
0
%
2.
0
0
%
800
805
810
815
820
800
805
810
815
820
82+00 83+00 84+00 85+00 86+00 87+00 88+00
EXISTING PROFILE
GRADE (TYP.)
FINISHED PROFILE
GRADE (TYP.)
1.39%
VPI: 82+79.44
EL: 808.33
A = 1.63%
K = 233.65
L=380'
LP
:
8
1
+
4
4
.
4
5
EL
:
8
0
8
.
7
1
VP
T
:
8
4
+
6
9
.
4
4
EL
:
8
1
0
.
9
7
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
80
8
.
7
80
8
.
7
80
8
.
8
80
8
.
8
80
8
.
9
80
9
.
0
80
9
.
1
80
9
.
4
80
9
.
6
80
9
.
9
81
0
.
1
81
0
.
3
81
0
.
5
81
0
.
7
81
1
.
0
81
1
.
3
81
1
.
4
81
2
.
1
81
2
.
4
81
2
.
8
81
3
.
2
81
3
.
5
81
3
.
8
81
4
.
2
81
4
.
5
81
4
.
9
81
5
.
2
81
5
.
6
81
5
.
9
80
8
.
7
2
80
8
.
7
2
80
8
.
7
3
80
8
.
7
8
80
8
.
8
5
80
8
.
9
5
80
9
.
0
8
80
9
.
2
3
80
9
.
4
1
80
9
.
6
2
80
9
.
8
5
81
0
.
1
1
81
0
.
4
0
81
0
.
7
1
81
1
.
0
5
81
1
.
4
0
81
1
.
7
5
81
2
.
1
0
81
2
.
4
4
81
2
.
7
9
81
3
.
1
4
81
3
.
4
9
81
3
.
8
3
81
4
.
1
8
81
4
.
5
3
81
4
.
8
8
81
5
.
2
2
81
5
.
5
7
81
5
.
9
2
800
805
810
815
820
800
805
810
815
820
82+00 83+00 84+00 85+00 86+00 87+00 88+00
EXISTING PROFILE
GRADE (TYP.)
FINISHED PROFILE
GRADE (TYP.)
0.12%
1.44%
VPI: 83+97
EL: 809.66
A = 1.32%
K = 151.46
L=200'
LP
:
8
1
+
3
7
.
3
8
EL
:
8
0
9
.
3
7
VP
T
:
8
1
+
6
2
EL
:
8
0
9
.
3
9
VP
T
:
8
4
+
9
7
EL
:
8
1
1
.
1
0
VP
C
:
8
2
+
9
7
EL
:
8
0
9
.
5
5
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
80
9
.
4
80
9
.
5
80
9
.
7
80
9
.
7
80
9
.
7
80
9
.
8
80
9
.
8
80
9
.
8
80
9
.
8
80
9
.
8
80
9
.
9
81
0
.
0
81
0
.
1
81
0
.
4
81
0
.
7
81
1
.
0
81
1
.
2
81
1
.
6
81
2
.
0
81
2
.
3
81
2
.
6
81
3
.
0
81
3
.
3
81
3
.
7
81
4
.
0
81
4
.
4
81
4
.
7
81
5
.
2
81
5
.
5
80
9
.
3
8
80
9
.
3
8
80
9
.
4
0
80
9
.
4
3
80
9
.
4
6
80
9
.
4
9
80
9
.
5
2
80
9
.
5
5
80
9
.
6
0
80
9
.
7
0
80
9
.
8
4
81
0
.
0
2
81
0
.
2
4
81
0
.
5
0
81
0
.
8
0
81
1
.
1
4
81
1
.
5
0
81
1
.
8
6
81
2
.
2
2
81
2
.
5
8
81
2
.
9
4
81
3
.
3
0
81
3
.
6
6
81
4
.
0
2
81
4
.
3
8
81
4
.
7
4
81
5
.
0
9
81
5
.
4
5
81
5
.
8
1
SHEET
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,
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1
1
3
1
4
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3
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\
1
3
1
4
8
1
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6
1
1
.
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g
12
/
1
1
/
2
0
2
5
6
:
2
5
:
3
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
R
SE
E
S
H
E
E
T
91
80TH STREET
WESTBOUND
EASTBOUND
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
SE
E
S
H
E
E
T
93
92
810
815
820
825
830
89+00 90+00 91+00
EXISTING PROFILE
GRADE (TYP.)
FINISHED PROFILE
GRADE (TYP.)1.39%
VPI: 91+01
EL: 819.76
A = 3.15%
K = 122.29
L=385'
VP
C
:
8
9
+
0
8
.
5
0
EL
:
8
1
7
.
0
8
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
81
5
.
9
81
6
.
3
81
6
.
5
81
6
.
8
81
7
.
2
81
7
.
6
81
8
.
2
81
8
.
6
81
9
.
1
81
9
.
9
82
0
.
6
82
1
.
3
82
2
.
1
81
5
.
9
2
81
6
.
2
7
81
6
.
6
2
81
6
.
9
6
81
7
.
3
2
81
7
.
7
3
81
8
.
1
9
81
8
.
7
0
81
9
.
2
6
81
9
.
8
7
82
0
.
5
3
82
1
.
2
4
82
2
.
0
1
89+26.88 (80TH ST EB) EL: 817.35
= 10+36.33 (E PT DOUGLAS RD SB)
89+64.45 (80TH ST EB) EL: 817.99
= 10+72.84 (E PT DOUGLAS RD NB)
810
815
820
825
830
89+00 90+00 91+00
EXISTING PROFILE
GRADE (TYP.)
FINISHED PROFILE
GRADE (TYP.)
1.44%
VP
C
:
8
9
+
8
0
EL
:
8
1
8
.
0
4
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
81
5
.
5
81
5
.
9
81
6
.
2
81
6
.
5
81
6
.
9
81
7
.
2
81
7
.
6
81
8
.
1
81
8
.
7
81
9
.
0
81
9
.
5
82
0
.
2
82
0
.
8
81
5
.
8
1
81
6
.
1
7
81
6
.
5
3
81
6
.
8
9
81
7
.
2
5
81
7
.
6
1
81
7
.
9
7
81
8
.
3
5
81
8
.
7
8
81
9
.
2
6
81
9
.
8
0
82
0
.
3
9
82
1
.
0
4
89+64.39 (80TH ST WB) EL: 817.82
= 10+86.33 (E PT DOUGLAS RD SB)
90+03.30 (80TH ST WB) EL: 818.40
= 11+22.88 (E PT DOUGLAS RD NB)
820
825
830
835
840
92+00 93+00 94+00
4.48%
VPI: 91+55
EL: 820.56
A = 3.05%
K = 114.88
L=350'
VP
T
:
9
3
+
3
0
EL
:
8
2
8
.
4
0
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
82
2
.
4
82
3
.
3
82
4
.
1
82
5
.
0
82
6
.
0
82
7
.
0
82
8
.
1
82
9
.
3
83
0
.
4
83
1
.
6
83
2
.
7
83
3
.
8
83
5
.
0
82
2
.
5
0
82
3
.
3
1
82
4
.
1
8
82
5
.
1
0
82
6
.
0
7
82
7
.
1
0
82
8
.
1
8
82
9
.
3
0
83
0
.
4
2
83
1
.
5
4
83
2
.
6
6
83
3
.
7
8
83
4
.
9
1
EXISTING PROFILE
GRADE (TYP.)
FINISHED PROFILE
GRADE (TYP.)
820
825
830
835
840
92+00 93+00 94+00
4.54%
VP
T
:
9
2
+
9
3
.
5
0
EL
:
8
2
8
.
5
0
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
82
3
.
7
82
4
.
6
82
5
.
5
82
6
.
5
82
7
.
6
82
8
.
7
82
9
.
8
83
0
.
9
83
2
.
0
83
3
.
1
83
4
.
3
83
5
.
5
83
6
.
7
82
3
.
6
9
82
4
.
6
1
82
5
.
5
8
82
6
.
6
0
82
7
.
6
7
82
8
.
7
9
82
9
.
9
3
83
1
.
0
6
83
2
.
2
0
83
3
.
3
3
83
4
.
4
7
83
5
.
6
0
83
6
.
7
4
EXISTING PROFILE
GRADE (TYP.)
FINISHED PROFILE
GRADE (TYP.)
E
H
H
H
H H H
M
H
H
H
HH
H
M
MM H
HH
H
H
H
H
G H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DE-D E-D E-D
E-
D
E-
D
G-D G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
E-
D
E-
D
E-
D
E-
D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-D
F-D
F-D F-D F-D F-D
F-D F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D
C-D
C-
D
C-
D
F-D
F-
D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-
D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-DG-D G-D G-D G-D
G-D
G-D
E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D
G-D
G-D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-
D
G-
D G-
D
G-
D
E-D
E-D
C
E
CC
C
C
C C
H
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S S
S
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-D
E-
D
E-
D
E-
D
F-B F-B F-B F-B
F-B
F-B
F-B
F-B
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-
B
F-
B
F-
B
F-
B
F-
B
F-B
F-
B
E-B
E-B
E-BE-BE-BE-BE-BE-BE-B
E
EEEEEEEEE
GGGGGGGGG
G
G
EEE
E-
D
E-
D
E-D
E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-B
C-D
C-
D
C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-
D
F-
D
F-D F-D
F-
D
F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
88+00 89+00 90+00 91+00 92+00 93+00 94+00
95+00
Ha
r
d
w
o
o
d
Av
e
n
u
e
Ea
s
t
P
o
i
n
t
Do
u
g
l
a
s
R
o
a
d
COTTAGE GROVE ROW (TYP.)
CONCRETE PEDESTRIAN RAMP
PER MNDOT STANDARD PLAN
5-297.250 (TYP.)
CONSTRUCT 85.5' F'F ROADWAY
PER TYPICAL SECTION L/24
1:5
ADJUST VALVE BOX
℄ 80TH ST EB
℄ 80TH ST WB
1:5
7180 7190
7375
Goodwill
7420
7200
U.S. Bank
ADJUST VALVE BOX
BEGIN TAPER
STA:94+09.29
11.99' LT
END TAPER
STA:94+76.41
22.00' LT
BEGIN STREET WIDENING PER
TYPICAL SECTIONS L/16 AND M/16
STA:92+41.56
13.00' RT
TRANSITION FROM EXISTING B624
CURB & GUTTER TO B618 CURB & GUTTER
BEGIN TAPER
STA:94+46.97
33.50' RT
STA:88+15.81
BEGIN CROWN
TRANSITION STA:88+65.75
1% REDUCED
CROWN
STA:90+67.63
1% REDUCED
CROWN
STA:91+17.63
END CROWN
TRANSITION
STA:88+53.14
BEGIN CROWN
TRANSITION
STA:89+03.11
1% REDUCED
CROWN 89+00
90+00
91+00
92+00 93+00 94+00 95+00
PROTECT RETAINING
WALL (TYP.)
8' WIDE
CONCRETE WALK
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS - 2 EA
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
REPAIR AS DIRECTED BY ENGINEER
TRANSITION FROM EXISTING
B624 CURB & GUTTER TO B618
CURB & GUTTER
TRANSITION FROM B618
CURB & GUTTER TO B624
CURB & GUTTER
CONCRETE HYDRANT
PAD PER STR-37
(PAID AS 6" CONC WALK)
WIDENING / COMMON
EXCAVATION LIMITS
WIDENING / COMMON
EXCAVATION LIMITS
CONSTRUCTION
LIMITS (TYP.)
CONSTRUCT 80TH STREET /
HARDWOOD AVENUE INTERSECTION
PER INSET U/29
TRANSITION FROM EXISTING
B624 CURB & GUTTER TO B618
CURB & GUTTER
SEE SHEET 102 FOR
EAST POINT DOUGLAS ROAD
CROWN TRANSITION
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN (TYP.)
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
D
2.
0
1
%
1.
9
3
%
1.
9
5
%
1.
0
0
%
1.
0
0
%
1.
0
0
%
2.
0
0
%
2.
0
7
%
2.
0
0
%
1.
0
0
%
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
2
6
:
4
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SE
E
S
H
E
E
T
92
SE
E
S
H
E
E
T
94
80TH STREET
WESTBOUND
EASTBOUND
93
SEE SHEET 102
R
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
830
835
840
845
850
95+00 96+00 97+00
EXISTING PROFILE
GRADE (TYP.)
FINISHED PROFILE
GRADE (TYP.)
4.54%
VP
C
:
9
6
+
4
3
EL
:
8
4
4
.
3
6
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
83
6
.
7
83
7
.
9
83
9
.
1
84
0
.
1
84
1
.
2
84
2
.
2
84
3
.
5
84
4
.
5
84
5
.
5
84
6
.
8
84
7
.
7
84
8
.
8
83
6
.
7
4
83
7
.
8
7
83
9
.
0
1
84
0
.
1
4
84
1
.
2
8
84
2
.
4
1
84
3
.
5
4
84
4
.
6
8
84
5
.
8
1
84
6
.
9
3
84
8
.
0
4
84
9
.
1
4
830
835
840
845
850
95+00 96+00 97+00
EXISTING PROFILE
GRADE (TYP.)FINISHED PROFILE
GRADE (TYP.)
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
83
5
.
0
83
6
.
1
83
7
.
4
83
8
.
6
83
9
.
7
84
0
.
8
84
1
.
9
84
2
.
9
84
4
.
1
84
5
.
0
84
6
.
4
84
7
.
5
83
4
.
9
1
83
6
.
0
3
83
7
.
1
5
83
8
.
2
7
83
9
.
3
9
84
0
.
5
1
84
1
.
6
3
84
2
.
7
5
84
3
.
8
7
84
4
.
9
9
84
6
.
1
1
84
7
.
2
2
4.48%
VP
C
:
9
6
+
4
2
EL
:
8
4
2
.
3
9
845
850
855
860
865
EXISTING PROFILE
GRADE (TYP.)
97+75 98+00 99+00 100+00 101+00
845
850
855
860
865
EXISTING PROFILE
GRADE (TYP.)
F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D
H
H
S DD
D
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
C
H
F-D F-D F-D F-D F-D F-D F-DH
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C
C
C
C
C
C H
H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
D
S
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D F-D
C-
D
C-
D
C-
D
H
E
H
95+00
96+00 97+00
98+00 99+00
100+00 101+00
He
m
i
n
g
w
a
y
COTTAGE GROVE ROW (TYP.)
1:5
1:5
CONCRETE PEDESTRIAN RAMP
PER MNDOT STANDARD PLAN
5-297.250 (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
7449
Farmers
Insurance
7501
7460
American
Accounts
& Advisors
7500
7550
Grove80 Apartments
COMPCARE URGENT
CARE
INTEGRITY DENTAL
CARE
ALL SMILES
DENTISTRY
THE NEW ART OF
CHIROPRACTIC
8010
7420
SIDEWALK EASEMENT (TYP.)
END TAPER
STA:94+76.41
22.00' LT
END TAPER
STA:95+63.23
12.50' RT
95+00 96+00 97+00 98+00
99+00
100+00 101+00
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS - 2 EA
ADJUST VALVE BOX
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
COMMERCIAL CONCRETE
DRIVEWAY APRON PER STR-17
CONCRETE DRIVEWAY SPOT
REPAIR AS DIRECTED BY ENGINEER
CONCRETE DRIVEWAY SPOT
REPAIR AS DIRECTED BY ENGINEER
CONCRETE DRIVEWAY SPOT
REPAIR AS DIRECTED BY ENGINEER
COMMERCIAL CONCRETE
DRIVEWAY APRON PER STR-17
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGSCONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
CONCRETE HYDRANT
PAD PER STR-37
(PAID AS 6" CONC WALK)
CONCRETE HYDRANT
PAD PER STR-37
(PAID AS 6" CONC WALK)
ADJUST VALVE BOX
ADJUST CB CASTING
INCL NEW RINGS - 2 EA
CONSTRUCTION
LIMITS (TYP.)
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
LANDSCAPE ROCK TYPE SPECIAL 2
AS DIRECTED BY ENGINEER
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN (TYP.)D
D
D
D
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SE
E
S
H
E
E
T
93
SE
E
S
H
E
E
T
95
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
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t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
2
7
:
4
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
80TH STREET
WESTBOUND
EASTBOUND
94
R
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
845
850
855
860
865
870
875
880
885
890
845
850
855
860
865
870
875
880
885
890
80TH STREET EB EXISTING PROFILE
GRADE (TYP.)
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
SS S
SS S
D
E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
G-D G-D G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-D
F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D
C-
D
E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C
C H
H
H H
H
H
H
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E
C C
H
D
100+00 101+00 102+00 103+00
104+00
105+00 106+00 107+00
101+00 102+00 103+00 104+00 105+00 106+00 107+00
108+00
He
m
i
n
g
w
a
y
Av
e
n
u
e
He
m
i
n
g
w
a
y
Av
e
n
u
e
He
n
s
l
o
w
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB7550
Grove80 Apartments
7606
Century Link
7584
7539 7557 7575 7597 7617 7637 7655
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39ADJUST VALVE BOX
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST VALVE BOX
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS - 2 EA
ADJUST CB CASTING,
INCL NEW RINGS
ADJUST CB CASTING,
INCL NEW R-3067-V
CASTING AND RINGS
CONCRETE PEDESTRIAN
RAMP PER MNDOT
STANDARD PLAN
5-297.250 (TYP.)
CONSTRUCTION
LIMITS (TYP.)
SIDEWALK EASMENT (TYP.)
UTILITY & SIDEWALK EASEMENT (TYP.)
ADJUST CB CASTING,
INCL NEW RINGS
PICTURE FRAME FINISH
CONCRETE (INCIDENTAL)
PER 1/32 (TYP.)
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN (TYP.)
6094+00
6095+00BEGIN B618 CONCRETE
CURB & GUTTER
SEE CURB PROFILE BELOW
STA:6094+25.00
1:10
BEGIN TAPER
STA:106+57.29
11.00' LT
SPOT REPAIR AS DIRECTED
CONCRETE WALK
SPOT REPAIR AS DIRECTED
BY ENGINEER (TYP.)
COMMERCIAL CONCRETE
DRIVEWAY APRON PER STR-17
CONCRETE HYDRANT
PAD PER STR-37
(PAID AS 6" CONC WALK)
CONCRETE DRIVEWAY SPOT
REPAIR AS DIRECTED BY ENGINEER
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN
(TYP.)
865
870
875
880
87
2
.
2
9
87
2
.
3
87
2
.
3
6
87
2
.
4
87
2
.
4
2
87
2
.
4
87
2
.
4
7
87
2
.
5
87
2
.
5
2
87
2
.
5
87
3
.
1
3
87
3
.
1
87
3
.
1
7
87
3
.
2
87
2
.
9
4
87
2
.
9
87
2
.
2
2
87
2
.
2
6094+00 6095+00 6096+00
0.27%0.30%-0.45%
VPI: 6094+00.00
EL: 872.29
VPI: 6094+25.00
EL: 872.36
VP
I
:
6
0
9
4
+
8
2
.
1
5
EL
:
8
7
2
.
5
3
VP
I
:
6
0
9
6
+
0
2
.
6
6
EL
:
8
7
1
.
9
9
TURN LANE
LIP OF CURB PROFILE
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SE
E
S
H
E
E
T
94
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
1
4
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
6
:
2
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
SE
E
S
H
E
E
T
96
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
95
80TH STREET
845
850
855
860
865
870
875
880
885
890
845
850
855
860
865
870
875
880
885
890
80TH STREET EB EXISTING PROFILE
GRADE (TYP.)
106+50 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-
D
F-
D
F-D
F-
D
F-
D
F-
D
F-D F-D F-D
F-D
F-D F-D F-D F-D F-D
H HFF
HEHF
FH
E
EE
E
E E
H
E
XXXXXXXX
S
S
S
D
D
CO
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
E-D E-D E-D E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-DC
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-
D
F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-
D
C-
D
C-D
C
F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D
F-
D
F-
D
C-
D
C-
D
C-D C-D C-D
C-D
C-D
C-D C-D C-D
C-
D
C-D C-D C-D C-D
C-D C-D C-D C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D F-D F-D F-D
F-
D
F-
D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D
E-D
E-D E-D E-D E-DE-D
E-D
E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
C
H
H H
HHH
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D
SS
E
DD
E-
D
E-
D
E-
D
E-
D
E-
D
H
M
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
H
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-
D
F-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D
E-D
E-
D
E-
D
E-
D
E-
D E-D E-D E-D E-D
E-
D
C C
DDD
107+00 108+00 109+00 110+00 111+00
112+00
113+00 114+00
107+00
108+00 109+00 110+00
111+00 112+00 113+00
114+00
He
n
s
l
o
w
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
7676
Kok Funeral
Home
7606
Century Link
7702
Caribou Coffee
7637 7655
7677 7695 7709 7731 7753 7775 8010
7830
Crestview Elementary School
7775
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST CB CASTING,
INCL NEW RINGS
60
0
0
+
0
0
6001+00
CONSTRUCTION
LIMITS (TYP.)
UTILITY & SIDEWALK EASEMENT (TYP.)
Hi
n
t
o
n
Av
e
n
u
e
PICTURE FRAME FINISH
CONCRETE (INCIDENTAL)
PER 1/32 (TYP.)
BEGIN B618 CONCRETE
CURB & GUTTER
SEE CURB PROFILE BELOW
STA:111+74.99
23.22' LT
6090+006091+006092+00
6092+79.21
6098+55.07
6095+00
6096+00
6097+00
6098+001:10
ADJUST CB CASTING,
INCL NEW RINGS
2.
0
0
%
2.
0
0
%
SEE LANDSCAPE PLAN
FOR BANNER POLE
DETAILS (TYP.)
BEGIN TAPER
STA:106+57.29
11.00' LT
BEGIN TAPER
STA:107+77.29
22.16' LT
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS - 4 EA
CONCRETE DRIVEWAY
SPOT REPAIR AS DIRECTED
BY ENGINEER
CONCRETE DRIVEWAY SPOT REPAIR
AS DIRECTED BY ENGINEER
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
8' WIDE
BITUMINOUS TRAIL
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
CONCRETE HYDRANT
PAD PER STR-37
(PAID AS 6" CONC WALK)
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN (TYP.)
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
WIDENING / COMMON
EXCAVATION LIMITS
WIDENING / COMMON
EXCAVATION LIMITS
860
865
870
875
86
7
.
6
2
86
7
.
6
86
7
.
6
6
86
7
.
7
86
7
.
8
2
86
7
.
9
86
7
.
9
8
86
8
.
0
86
8
.
1
4
86
8
.
0
86
8
.
3
0
86
8
.
5
86
8
.
4
6
86
9
.
2
86
8
.
6
3
86
9
.
3
86
8
.
7
9
86
9
.
4
86
8
.
9
4
86
8
.
7
86
8
.
6
3
86
8
.
6
86
8
.
4
8
86
8
.
5
6090+006091+006092+00
0.65%-2.05%-0.88%-0.62%
-1.33%0.63%
VPI: 6090+00.00
EL: 867.62
VPI: 6092+24.40
EL: 868.95
VPI: 6092+33.66
EL: 868.76
VPI: 6092+44.69
EL: 868.66
VPI: 6092+79.21
EL: 868.45
VPI: 6090+06.18
EL: 867.54
VPI: 6090+75.34
EL: 867.98
TURN LANE
LIP OF CURB PROFILE
865
870
875
880
87
2
.
2
2
87
2
.
2
87
1
.
9
1
87
1
.
9
87
1
.
6
2
87
1
.
6
87
1
.
3
2
87
1
.
3
87
0
.
7
1
87
0
.
7
87
0
.
3
9
87
0
.
4
87
0
.
0
6
87
0
.
1
86
9
.
7
4
86
9
.
7
86
9
.
3
9
86
9
.
4
86
9
.
0
5
86
9
.
0
86
9
.
5
4
86
9
.
5
6096+00 6097+00 6098+00
-3.90%
2.05%1.97%
-1.23%
-1.39%
VPI: 6098+18.94
EL: 868.92
VP
I
:
6
0
9
8
+
3
0
.
0
8
EL
:
8
6
9
.
1
5
VP
I
:
6
0
9
8
+
5
5
.
0
7
EL
:
8
6
9
.
6
4
VP
I
:
6
0
9
6
+
0
2
.
6
6
EL
:
8
7
1
.
9
9
VP
I
:
6
0
9
7
+
0
6
.
1
1
EL
:
8
7
0
.
7
2
VPI: 6098+09.56
EL: 869.28
TURN LANE
LIP OF CURB PROFILE
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SE
E
S
H
E
E
T
95
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
1
4
.
d
w
g
12
/
1
2
/
2
0
2
5
3
:
4
7
:
2
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SE
E
S
H
E
E
T
97
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
R
96
80TH STREET
845
850
855
860
865
870
875
880
885
890
845
850
855
860
865
870
875
880
885
890
80TH STREET EB EXISTING PROFILE
GRADE (TYP.)
F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H HFF
HE
E
XX
W
S S
S
S S
SD
D
D
W
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-
D
C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
F-D F-D F-D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-
D
G-D G-D G-D G-D G-D G-D
G-
D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
C
C
C
HH H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
SSS
DD D D
E E E E
F-B F-B F-B
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
H
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D
E-D
E-D E-D E-D
E-
D
DDD D
113+00 114+00 115+00 116+00
117+00 118+00 119+00
120+00
114+00
115+00 116+00 117+00 118+00 119+00 120+00
Ho
m
e
s
t
e
a
d
Av
e
n
u
e
Ho
r
n
e
l
l
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
BEGIN B618 CONCRETE
CURB & GUTTER
SEE CURB PROFILE BELOW
STA:118+95.99
24.15' RT
BEGIN TAPER
STA:119+91.36
24.10' RT
BEGIN TAPER AND B618
CONCRETE CURB & GUTTER
SEE CURB PROFILE BELOW
STA:114+39.88
12.49' LT
END TAPER
STA:115+69.89
25.42' LT
1:10
7830
Crestview Elementary School
7775 8010
8011 8006 7881 7897
7830
Crestview Elementary School
7775
COMMERCIAL CONCRETE
DRIVEWAY APRON PER STR-17
8' WIDE
BITUMINOUS TRAIL
℄ 80TH ST EB
℄ 80TH ST WB
ADJUST VALVE BOX
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST
VALVE BOX - 2 EA
CONCRETE PEDESTRIAN
RAMP PER MNDOT
STANDARD PLAN
5-297.250 (TYP.)
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
CONCRETE HYDRANT
PAD PER STR-37
(PAID AS 6" CONC WALK)
ADJUST CB CASTING,
INCL NEW RINGS
ADJUST CB CASTING,
INCL NEW RINGS
ADJUST CB CASTING,
INCL NEW RINGS
ADJUST CB CASTING,
INCL NEW RINGS
ADJUST CB CASTING,
INCL NEW RINGSWIDENING / COMMON
EXCAVATION LIMITS
6007+67.80
6006+00
6007+00
6005+24.89
60
0
0
+
0
0
6001+00
6002+00
6003+00 6004+00 6005+00
CONSTRUCTION
LIMITS (TYP.)
1.
1
5
%
Hi
n
t
o
n
Av
e
n
u
e
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
PICTURE FRAME FINISH
CONCRETE (INCIDENTAL)
PER 1/32 (TYP.)
1.
7
0
%
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN (TYP.)
WIDENING / COMMON
EXCAVATION LIMITS
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
SEE LANDSCAPE PLAN
FOR BANNER POLE
DETAILS (TYP.)
860
865
870
860
865
870
86
7
.
3
4
86
7
.
3
86
7
.
2
4
86
7
.
3
86
7
.
1
3
86
7
.
2
86
7
.
0
3
86
7
.
1
86
6
.
9
3
86
6
.
9
86
6
.
8
2
86
6
.
8
86
6
.
7
1
86
6
.
6
86
6
.
6
0
86
7
.
3
86
6
.
4
9
86
7
.
3
86
6
.
3
8
86
7
.
1
86
6
.
2
7
86
6
.
7
86
6
.
1
7
86
6
.
6
86
6
.
0
6
86
6
.
5
86
5
.
9
5
86
6
.
3
86
5
.
8
4
86
6
.
3
86
5
.
7
3
86
6
.
2
86
5
.
6
2
86
6
.
1
86
5
.
5
1
86
6
.
0
86
5
.
4
0
86
5
.
8
86
5
.
2
9
86
5
.
7
86
5
.
1
8
86
5
.
2
6000+00 6001+00 6002+00 6003+00 6004+00 6005+00
-0.42%-0.41%-0.42%
0.56%
1.14%
-1.25%
-0.80%
-0.44%-0.44%-0.44%
VPI: 6000+00.00
EL: 867.34
VPI: 6000+16.01
EL: 867.27
VPI: 6000+33.98
EL: 867.20
VPI: 6001+37.06
EL: 866.77
VPI: 6005+23.35
EL: 865.10
VPI: 6005+24.89
EL: 865.12VPI: 6005+07.76
EL: 865.09
VPI: 6005+13.29
EL: 865.04VPI: 6002+67.74
EL: 866.20
VPI: 6003+96.04
EL: 865.63
VPI: 6005+00.47
EL: 865.18
TURN LANE
LIP OF CURB PROFILE
860
865
870
860
865
870
86
6
.
8
9
86
6
.
9
86
6
.
2
7
86
6
.
3
86
5
.
8
9
86
5
.
9
86
5
.
5
9
86
5
.
6
86
5
.
2
9
86
5
.
3
86
4
.
9
9
86
5
.
0
86
4
.
9
0
86
4
.
9
6006+006007+00
2.46%
-1.20%
-4.07%
-2.81%-2.17%
0.38%0.61%
VPI: 6006+00.00
EL: 866.89
VPI: 6007+42.80
EL: 864.87
VPI: 6007+35.73
EL: 864.86
VPI: 6007+38.24
EL: 864.76
VPI: 6006+11.88
EL: 866.56
VPI: 6006+33.37
EL: 866.09
VPI: 6007+61.80
EL: 864.94
VPI: 6007+67.80
EL: 864.98
TURN LANE
LIP OF CURB PROFILE
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SE
E
S
H
E
E
T
96
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
1
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
1
:
2
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
SE
E
S
H
E
E
T
98
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
97
80TH STREET
S
SS
S
S
D
F-D F-D F-D F-D
S S
C-D C-D C-D C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
F-D
F-D F-D F-D F-D F-D
F-D
F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
C
H H H H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G
G
E E E E E E E E E E E E E E E E E E
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
F-BE
F
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
E-D E-D E-D
D
120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00
120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00
COTTAGE GROVE ROW (TYP.)
BEGIN TAPER AND B618
CONCRETE CURB & GUTTER
STA:127+31.43
13.04' LT
END TAPER
STA:126+23.04
24.03' LT
1:11
CONSTRUCT 36.5' F-F AND
25.5' F-F ROADWAY PER
TYPICAL SECTION Q/26
BEGIN B618 CONCRETE
CURB & GUTTER
STA:121+63.15
13.02' LT
BEGIN TAPER
STA:119+91.36
24.10' RT
7830
Crestview Elementary School
Cottage Grove
Ice Arena
7881 7897
7913 7929 7943 7957 7971 7991 80117897
6006+00
COMMERCIAL
CONCRETE DRIVEWAY
APRON PER STR-17
CONCRETE PEDESTRIAN
RAMP PER MNDOT
STANDARD PLAN
5-297.250 (TYP.)
8' WIDE
BITUMINOUS TRAIL
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
℄ 80TH ST EB
℄ 80TH ST WB
ADJUST CB CASTING,
INCL NEW RINGS
WIDENING / COMMON
EXCAVATION LIMITS
CONSTRUCTION
LIMITS (TYP.)
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
PICTURE FRAME FINISH
CONCRETE (INCIDENTAL)
PER 1/32 (TYP.)
845
850
855
860
865
870
875
880
885
890
845
850
855
860
865
870
875
880
885
890
80TH STREET EB EXISTING PROFILE
GRADE (TYP.)
80TH STREET EB FINISHED PROFILE
GRADE (TYP.)
119+50 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SE
E
S
H
E
E
T
97
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
1
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
2
:
0
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
SE
E
S
H
E
E
T
99
98
80TH STREET
860
865
870
875
880
885
890
895
900
905
860
865
870
875
880
885
890
895
900
905
80TH STREET EB EXISTING PROFILE
GRADE (TYP.)
TRASH
HF
S
S S
S
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-
D
E-
D
E-
D
H
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
C
C
C
H
S
CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
C
C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-
D
F-
D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
C
H H HE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B F-B F-B F-B F-B F-B F-B F-B F-B
C C C C C C C C C C C C
F-B F-B F-B F-B
E
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00
127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00
Hy
n
e
s
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
BEGIN TAPER AND B618
CONCRETE CURB & GUTTER
STA:127+31.43
13.04' LT
END TAPER
STA:126+23.04
24.03' LT
℄ 80TH ST EB
℄ 80TH ST WB
Cottage Grove
Ice Arena
8011
8026 8027 8081
8101 8121 8143
8040
Park High School
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
8' WIDE
BITUMINOUS TRAILADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
ADJUST CB CASTING,
INCL NEW R-3067-V
CASTING AND RINGSWIDENING / COMMON
EXCAVATION LIMITS
CONCRETE PEDESTRIAN
RAMP PER MNDOT
STANDARD PLAN
5-297.250 (TYP.)
COMMERCIAL
CONCRETE DRIVEWAY
APRON PER STR-17
CONSTRUCTION
LIMITS (TYP.)
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
PICTURE FRAME FINISH
CONCRETE (INCIDENTAL)
PER 1/32 (TYP.)
SEE LANDSCAPE PLAN
FOR BANNER POLE
DETAILS (TYP.)
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN (TYP.)
BEGIN B618 CONCRETE
CURB & GUTTER
SEE CURB PROFILE BELOW
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SE
E
S
H
E
E
T
98
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
1
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
2
:
3
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
SE
E
S
H
E
E
T
10
0
99
80TH STREET
860
865
870
875
880
885
890
895
900
905
860
865
870
875
880
885
890
895
900
905
80TH STREET EB EXISTING PROFILE
GRADE (TYP.)
133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 140+50
EE
E
E
E E
EE
E
E
E
SS
S S
S
D
E-
D
C-
D
C-
D
U
H
M
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
D
CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D
E-D E-D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D
C-
D
C-
D
H
F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D
C-D
C-D C-D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-
D
G-
D
G-D G-D
G-
D
G-
D
G-
D
C
H H HE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-DS
M
F-B F-B F-B F-B F-B F-B F-B
G
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
140+62.38133+00
134+00
135+00
136+00
137+00 138+00 139+00 140+00
140+99.53134+00 135+00 136+00 137+00 138+00 139+00 140+00
Hy
d
e
Av
e
n
u
e
Id
e
a
l
Av
e
n
u
e
COTTAGE GROVE ROW
℄ 80TH ST EB
℄ 80TH ST WB
6013+17.16
6010+00
6011+00
6012+00
6013+00
8040
Park High School
8183
8026
8025 8024 8283
BEGIN B618 CONCRETE
CURB & GUTTER
SEE CURB PROFILE BELOW
STA:134+14.98
11.50' RT
COMMERCIAL CONCRETE
DRIVEWAY APRON PER STR-17
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
CONCRETE PEDESTRIAN
RAMP PER MNDOT
STANDARD PLAN
5-297.250 (TYP.)
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
8' WIDE
BITUMINOUS TRAIL
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
ADJUST CB CASTING,
INCL NEW RINGS - 2 EA
CONSTRUCTION
LIMITS (TYP.)
80TH STREET EB STA 140+62.38
END S.P. 180-102-020
CONCRETE HYDRANT
PAD PER STR-37
(PAID AS 6" CONC WALK)
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
ADJUST VALVE BOX
ADJUST VALVE BOX
ADJUST CB CASTING,
INCL NEW RINGS
ADJUST CB CASTING,
INCL NEW R-3067-VB
CASTING AND RINGS
ADJUST CB CASTING,
INCL NEW RINGS
PICTURE FRAME FINISH
CONCRETE (INCIDENTAL)
PER 1/32 (TYP.)
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN (TYP.)
875
880
885
890
875
880
885
890
88
4
.
0
1
88
4
.
0
88
3
.
7
0
88
3
.
7
88
3
.
5
5
88
3
.
2
88
3
.
4
1
88
2
.
8
88
3
.
2
7
88
2
.
5
88
3
.
1
2
88
2
.
6
88
2
.
9
8
88
2
.
8
88
2
.
8
4
88
2
.
7
88
2
.
6
9
88
2
.
6
88
2
.
5
5
88
2
.
6
88
2
.
4
9
88
2
.
4
88
2
.
3
3
88
2
.
2
88
2
.
3
1
88
2
.
3
6010+00 6011+00 6012+00 6013+00
-1.24%-0.57%
0.50%
-0.50%
-0.50%
0.17%0.16%-0.50%
-0.50%
-0.76%
-0.50%
VPI: 6010+00.00
EL: 884.01
VPI: 6010+25.00
EL: 883.70 VPI: 6012+28.60
EL: 882.53
VPI: 6012+35.19
EL: 882.56
VPI: 6012+44.40
EL: 882.52
VP
I
:
6
0
1
2
+
5
1
.
8
9
EL
:
8
8
2
.
4
8
VP
I
:
6
0
1
3
+
1
7
.
1
6
EL
:
8
8
2
.
3
4
VP
I
:
6
0
1
2
+
9
4
.
5
5
EL
:
8
8
2
.
3
0
VP
I
:
6
0
1
2
+
7
8
.
0
5
EL
:
8
8
2
.
3
2
VPI: 6012+84.54
EL: 882.29
VP
I
:
6
0
1
2
+
6
3
.
0
4
EL
:
8
8
2
.
3
9
VPI: 6012+70.05
EL: 882.36
EB LIP OF CURB PROFILE
CONSTRUCTION PLAN & PROFILE
80TH STREET
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SE
E
S
H
E
E
T
99
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
1
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
3
:
2
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
100
80TH STREET
780
785
790
795
800
805
810
815
820
825
780
785
790
795
800
805
810
815
820
825
-0.43%
2.30%
0.54%
VP
I
:
0
+
1
4
.
0
0
EL
:
7
9
6
.
6
5
VPI: 5+48
EL: 807.26
A = -1.76%
K = 181.62
L=320'
VPI: 0+75
EL: 796.39
A = 2.73%
K = 43.93
L=120'
LP
:
0
+
3
4
.
0
0
EL
:
7
9
6
.
6
0
VP
C
:
3
+
8
8
EL
:
8
0
3
.
5
8
VP
T
:
1
+
3
5
EL
:
7
9
7
.
7
7
VP
T
:
7
+
0
8
EL
:
8
0
8
.
1
2
VP
C
:
0
+
1
5
EL
:
7
9
6
.
6
5
VP
C
:
7
+
4
3
EL
:
8
0
8
.
3
1
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
EAST POINT DOUGLAS ROAD
NB EXISTING PROFILE
GRADE (TYP.)
EAST POINT DOUGLAS ROAD
NB FINISHED PROFILE
GRADE (TYP.)
79
6
.
6
1
79
6
.
6
79
6
.
6
3
79
6
.
6
79
6
.
8
0
79
6
.
8
79
7
.
1
0
79
7
.
1
79
7
.
5
5
79
7
.
5
79
8
.
1
1
79
8
.
1
79
8
.
6
9
79
8
.
7
79
9
.
2
6
79
9
.
3
79
9
.
8
3
79
9
.
8
80
0
.
4
1
80
0
.
4
80
0
.
9
8
80
1
.
0
80
1
.
5
6
80
1
.
6
80
2
.
1
3
80
2
.
1
80
2
.
7
1
80
2
.
7
80
3
.
2
8
80
3
.
3
80
3
.
8
5
80
3
.
9
80
4
.
3
9
80
4
.
4
80
4
.
9
0
80
4
.
9
80
5
.
3
7
80
5
.
4
80
5
.
8
1
80
5
.
8
80
6
.
2
1
80
6
.
2
80
6
.
5
8
80
6
.
6
80
6
.
9
2
80
6
.
9
80
7
.
2
2
80
7
.
2
80
7
.
4
8
80
7
.
5
80
7
.
7
2
80
7
.
7
80
7
.
9
1
80
7
.
9
80
8
.
0
7
80
8
.
1
80
8
.
2
1
80
8
.
2
1+00 2+00 3+00 4+00 5+00 6+00 7+00
H
HH
H
H
M
H
H
S
D
D
D
HEE
D
DD
D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-
D
E-
D
E-
D
G-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
C-
D
C-
D
C-
D
C-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D
G-D G-D G-D
E-D E-D E-D E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-D E-D E-D E-D
E-
D
E-D E-D E-D
E-D
E-D
E-D E-D E-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
DG-D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
CHC
C
C C
H
S
S S
S
S
D
D
D
E-
B
E-
B
F-
B
F-
B
F-
B
F-
B
F-
B
F-
B
G
G G
G
G
G
E E E E E
G G
G-D
G-D
C
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-
D
F-
D
M
E
Ea
s
t
P
o
i
n
t
D
o
u
g
l
a
s
R
o
a
d
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00 1+00 2+00
3+00
4+00
5+00
6+00
CONSTRUCT 52' F-F ROADWAY
PER TYPICAL SECTION S/27
BEGIN LANE WIDENING
SEE TYPICAL SECTION S/19
STA:4+00.00
COMMERCIAL
CONCRETE DRIVEWAY
APRON PER STR-17
COTTAGE GROVE ROW(TYP.)
BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA 0+16.84
℄ EAST POINT
DOUGLAS ROAD SB
℄ EAST POINT
DOUGLAS ROAD NB
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
CONSTRUCT 24' F-F,
CONCRETE MEDIAN AND
36' F-F ROADWAY PER
TYPICAL SECTION T/27
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
SHADED CURB
INDICATES GUTTER OUT
BEGIN TAPER
STA:4+08.50
12.22' RT
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
7135
Walgreens
7155
Huntington Bank
7162
Speedway
WIDENING / COMMON
EXCAVATION LIMITS
7200
Hy-Vee Fast
& Fresh
CONSTRUCTION
LIMITS (TYP.)
CONCRETE PEDESTRIAN
RAMP PER MNDOT
STANDARD PLAN
5-297.250 (TYP.)
CONSTRUCT EAST POINT
DOUGLAS ROAD / GROVE
PLAZA INTERSECTION
PER INSET V/29
Gr
o
v
e
P
l
a
z
a
En
t
r
a
n
c
e
CONSTRUCTION PLAN & PROFILE
EAST POINT DOUGLAS ROAD
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
2
0
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
4
:
4
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SE
E
S
H
E
E
T
10
2
101
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
EAST POINT DOUGLAS ROAD
R
H
H
H
HM
H H
HHH
H
H
H
H
M
MM
H
H
H
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
H
PP
P
P
E
H
HE-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D F-D
F-D
F-D
F-D
F-D
F-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-
D
E-D
E-D
E-D E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
C-D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-D
C-D
C-D
C-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-
D
F-D
F-D
F-D
F-D
C-D
C-D
F-D
F-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
G-
D
G-
D
E-D
G-D
G-D
G-
D
G-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
G-D
G-D
G-D
G-D
E-D
E-D
E-D
E-D
E-D
E-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
E-D
E-
D
F-D
F-D
F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C
EC
C
C C
C
H
E-D
E-D
E-D
E-D
E-D
S
S
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-
B
F-
B
F-
B
F-
B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
E-B
E-BE-B
E-B
E-B
E-B
E-B
E-B
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
D
Hardw
o
o
d
Avenu
e
80
t
h
S
t
r
e
e
t
11+86.69
6+00
7+00
8+00
9+00
10+00
11+00
11+42.64
6+00
7+00
8+00
9+00
10+00
11+00
CONSTRUCT 24.5' F-F,
CONCRETE MEDIAN AND
47.5' F-F ROADWAY PER
TYPICAL SECTION V/28
CONSTRUCT 46.5' F-F,
CONCRETE MEDIAN AND
24.5' F-F ROADWAY PER
TYPICAL SECTION U/28
EAST POINT DOUGLAS ROAD NB STA 10+37.69
END S.P. 180-112-014
BEGIN TAPER
STA:7+73.19
12.00' LT
END TAPER
STA:8+15.58
21.00' LT
CONCRETE WALK
SPOT REPLACEMENT AS DIRECTED
BY ENGINEER (TYP.)
CONSTRUCT CONCRETE
APPROACH NOSE PER STR-39
CONCRETE PEDESTRIAN RAMP
PER MNDOT STANDARD PLAN
5-297.250
END TAPER
STA:8+97.05
12.00' RT
BEGIN TAPER
STA:7+57.58
34.00' RT
℄ EAST POINT
DOUGLAS ROAD SB
SHADED CURB INDICATES
GUTTER OUT
7135Walgree
n
s
7180
7200
Hy-Vee Fast
& Fresh
WIDENING / COMMON
EXCAVATION LIMITS
CONSTRUCTION
LIMITS (TYP.)
ADJUST MH CASTING,
INCL NEW R-1642
CASTING AND RINGS
0.7
0
%
STA:9+30.45
BEGIN CROWN
TRANSITION
STA:10+30.28
0.75% REDUCED
CROWN
2.3
4
%
ADJUST MH CASTING
(BY OTHERS) SEE
PRIVATE UTILITY PLAN (TYP.)
ADJUST HH (BY OTHERS)
SEE PRIVATE UTILITY PLAN (TYP.)
780
785
790
795
800
805
810
815
820
825
780
785
790
795
800
805
810
815
820
825
2.30%
0.54%
2.24%
-0.92%
1.43%
2.90%
4.22%
3.01%
VP
I
:
1
0
+
8
3
.
8
4
EL
:
8
1
8
.
2
7
VP
I
:
1
0
+
9
6
.
3
4
EL
:
8
1
8
.
1
5
VP
I
:
1
0
+
7
2
.
8
4
EL
:
8
1
8
.
0
2
VP
I
:
1
0
+
3
0
.
4
7
EL
:
8
1
6
.
7
6
VP
I
:
1
0
+
5
7
.
0
1
EL
:
8
1
7
.
5
6
VPI: 5+48
EL: 807.26
A = -1.76%
K = 181.62
L=320'
VPI: 8+43
EL: 808.84
A = 3.69%
K = 54.26
L=200'
VP
C
:
3
+
8
8
EL
:
8
0
3
.
5
8
VP
T
:
9
+
4
3
EL
:
8
1
3
.
0
7
VP
T
:
7
+
0
8
EL
:
8
0
8
.
1
2
VP
C
:
7
+
4
3
EL
:
8
0
8
.
3
1
FINISHED GROUND ℄ ELEVATIONEXISTING GROUND ℄ ELEVATION
EAST POINT DOUGLAS ROAD
NB EXISTING PROFILE
GRADE (TYP.)
EAST POINT DOUGLAS ROAD
NB FINISHED PROFILE
GRADE (TYP.)
80
3
.
2
8
80
3
.
3
80
3
.
8
5
80
3
.
9
80
4
.
3
9
80
4
.
4
80
4
.
9
0
80
4
.
9
80
5
.
3
7
80
5
.
4
80
5
.
8
1
80
5
.
8
80
6
.
2
1
80
6
.
2
80
6
.
5
8
80
6
.
6
80
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8
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81
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.
1
4+00 5+00 6+00 7+00 8+00 9+00 10+00
10+57.01 (E PT DOUGLAS RD NB) EL: 817.56
= 89+64.34 (80TH ST EB)
CONSTRUCTION PLAN & PROFILE
EAST POINT DOUGLAS ROAD
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
SE
E
S
H
E
E
T
10
1
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
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R
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g
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t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
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1
3
1
4
8
1
C
6
2
0
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
5
:
2
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SEE SHEET 93
102
R
LEGEND
BITUMINOUS PAVEMENT / BITUMINOUS
TRAIL *
BITUMINOUS SHOULDER PAVEMENT
5" STABILIZED FULL DEPTH RECLAMATION
4" CONCRETE WALK / 7" CONCRETE
DRIVEWAY PAVEMENT *
6" CONCRETE WALK
CONCRETE CURB RAMP WALK
8" CONCRETE PAVEMENT
4" CONCRETE WALK SPECIAL / 6"
CONCRETE WALK SPECIAL *
4" CONCRETE WALK-EXPOSED AGGREGATE
SPECIAL SURFACE TREATMENT (EXPOSED
AGGREGATE SEALING)
AGGREGATE SURFACING (CLASS I)
BRICK PAVERS
TRAFFIC BARRIER DESIGN TYPE 31
CONCRETE CURB & GUTTER
SPOT REPLACEMENT
*SEE TYPICAL SECTIONS
EAST POINT DOUGLAS ROAD
SEE SHEET 92
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X
70
+
0
0
71
+
0
0
1013+59.
5
0
1014+00
70
+
0
0
71
+
0
0
1012+00
1013+001013+02.52
PC
PT
VPI: 0+00.66
815.98
VPI: 0+63.74
816.68
PC
PT
VP
I
:
0
+
2
1
.
2
0
81
6
.
9
7
VPI: 0+41.26
816.70
PC
PT
VPI: 0+22.46
816.07
VPI:
0
+
5
7
.
8
0
815
.
6
2
VPI
:
0
+
6
7
.
4
8
815
.
5
0
VP
I
:
0
+
9
6
.
4
3
81
4
.
9
2
PC
PT
R60
'
(FA
C
E
)
S
S
R7'
(FA
C
E
)
PC: 71+42.01
1.11%
1.33
%
1.2
5
%
1.2
5
%
2.02%
1.25%
0.
9
9
%
1.0%
0.69%
0.
0
1
%
1.
0
0
%
1.25%
0.
9
9
%
0.
9
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%
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7
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%
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0
%
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%
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0
%
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0
%
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%
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0
%
4.0
%
4.0
%
0.
0
%
1.4%
0.0%
0.1%
0.7%
0"
6"
6"
6"
6"
0"
0"
0"
B6
2
4
B6
2
4
B624
B624
B6
2
4
B6
2
4
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4
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4
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816.23
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.
9
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:
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0
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R10
.
5
'
(FA
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E
)
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PC: 71+41.07
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)
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SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
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1
3
1
4
8
1
C
6
2
2
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
5
:
5
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP INTERSECTION DETAILS
RAMP G & E
103
FEETSCALE
0 10 20
HORZ.
R
BRIDGE NO. 82019
(TH 61)
BRIDGE NO. 82020
(CP RAIL)
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
℄ RAMP G
℄ 80TH ST WB
℄ 80TH ST EB
℄ RAMP E
NOTES:
INITIAL LANDINGS SHALL BE
POURED SEPARATELY. SEE
SPECIAL PROVISIONS (1804)
PROSECTION OF WORK (ADA).
CABINET
POLE-1
PB2
-
2
POLE-2
PB1-2
POLE-3
SIGNAL CONTROL POINTS
80TH ST & TH 65 SB
SIGNAL
NUMBER X Y DISTANCE TO FRONT
OF LANDING (FT)
DISTANCE TO BACK
OF LANDING (FT)
CABINET 465788.79 131681.82
POLE-1 465851.37 131584.10
POLE-2 465808.87 131528.46
POLE-3 465719.68 131633.61
PB2-1 465829.55 131532.26 7.0 2.0
PB2-2 465858.54 131571.71 2.0 6.7
D
D
S
E1-D
H
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
H
H
2013
+
1
7
.
1
2
2014
+
0
0
76
+
0
0
77
+
0
0
76
+
0
0
77
+
0
0
2012+00
2012+54.07
PC
PT
VP
I
:
0
+
2
3
.
4
5
81
1
.
6
9
VPI: 0+43.14
811.35
PC
PT
VP
I
:
0
+
0
1
81
0
.
9
5
VPI
:
0
+
2
2
811
.
1
1
VPI: 0+53.67
810.71
PT
PRC
VPI: 0+01
812.30
VPI
:
0
+
8
9
.
5
7
813
.
6
4
S
S
F
F F
R90'(FAC
E
)
R11
'
(FA
C
E
)
R3
0
'
(F
A
C
E
)
2.
0
%
2.
0
%
4.
0
%
4.
0
%
0.
0
%
1.5
1
%
0.
6
6
%
0.
7
2
%
0.
5
1
%
0.
7
0
%
1.
1
1
%
1.
0
5
%
1.
0
5
%
0.73%
1.2
5
%
0.56%
1.74%
1.22
%
2.0
%
4.0
%
2.0
%
4.0
%
0.0
%
6"
6"
6"
6"
6"
6"
6"
6"
6"
0"
0"
0"
0"
0"
0"
0"
0"
B6
2
4
B6
2
4
B624
B624
B6
2
4
B6
1
2
B6
1
2
B6
1
2
B6
1
2
811.63
811.81
81
1
.
8
1
81
1
.
6
3
811.69
811.48
811.05
811.08
811.12
810.94
81
1
.
0
8
81
0
.
8
3
810.81
81
1
.
0
0
811.69
811.64 811
.
8
4
811
.
7
3
811
.
9
9
811
.
8
8
811.58
811.47
812.25
812.41
812
.
6
1
812.70
812.00
812
.
0
4
811.95
812.49
812
.
4
4
812
.
4
7
812.5
2
812
.
0
2
811
.
7
9
6"
0"
0"
3"
3"
B624
R9
'
(FA
C
E
)
F812
.
4
7
812
.
4
6
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
2
2
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
6
:
0
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP INTERSECTION DETAILS
RAMP F & H
104
FEETSCALE
0 10 20
HORZ.
R
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
℄ RAMP H
℄ RAMP F
℄ 80TH ST EB
℄ 80TH ST WB
NOTES:
INITIAL LANDINGS SHALL BE
POURED SEPARATELY. SEE
SPECIAL PROVISIONS (1804)
PROSECTION OF WORK (ADA).
POLE-1
CABINET
POLE-2
POLE-3
POLE-4/PB2-1
PB2-2
PB8-1PB8-2
PB8-3
SIGNAL CONTROL POINTS
80TH ST & TH 65 NB
SIGNAL
NUMBER X Y DISTANCE TO FRONT
OF LANDING (FT)
DISTANCE TO BACK
OF LANDING (FT)
CABINET 466021.46 131925.54
POLE-1 466219.97 131925.49
POLE-2 466278.75 131958.34
POLE-3 466354.58 131840.96
POLE-4/PB2-1 466290.12 131820.95 2.0 4.7
PB2-2 466342.63 131835.41 6.0 6.0
PB8-1 466352.60 131844.49 10.0 2.0
PB8-2 466328.02 131906.12 5.0 5.0
PB8-3 466309.05 131960.48 2.0 6.0
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-DC-D C-DC-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
E
E
E
E
E-B E-B E-B E-B
E-
D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-
D
PC
PT
VPI: 667+25
808.49
VPI
:
6
6
7
+
3
7
.
9
2
808
.
6
0
VPI: 667+49
.
4
0
808.65
VPI: 667+52.97
808.44
VPI: 667+65.87
807.64
PC
PT
VPI: 668+09.56
808.11
VPI: 668+24.46
808.97
VPI: 668+25
808.97
VPI: 668+36.64
808.91
VPI: 668+44.43
808.81
809.01
809.13
F
808.75
808.86
8' -
4
"
6'
8'
-
4
"
F
7'
809.33
809.46809.18
809.07
0.50%
0.50%
0.79%
6.
1
4
%
6.10%
5.
8
3
%
1.37%
5.
2
3
%
5.
5
1
%
0.45%
83+00
=82+62.83
=83+13.63
0"
0"
0"
0"
80th Street
R15'
(B/C)
R10'
(B/C)
7175
Dairy
Queen
P
H
H
C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G G G G G G G G G G G G G G G G
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D
84+00
80th Street
PC
PT
VPI: 670+14.54
810.17
VPI: 670+24.96
810.79
VPI: 6
7
0
+
3
5
.
3
1
810.7
4
VPI: 670+52.97
810.65
PC
PT
VPI: 669+25
809.68
VPI
:
6
6
9
+
3
2
.
7
9
809
.
9
9
VPI: 669+45.07
810.13
VPI: 669+50.51
810.24
0.50%
4.
8
9
%
1.
6
8
%
3.93%
0.50%
1.09%
1.20%
7'
9'
2.
0
0
%
5.
9
7
%
=83+97.91
=84+53.73
1.01%
810.03
810.16
811.09
811.20810.94
810.86
810.06
810.19
F
F
0"
0"
0"
0"
8'
-
4
"
8'
-
4
"
R15
'(B/
C
)
R10'
(B/C)
7201
Valvoline
7135
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
2
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
6
:
5
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 5 10
HORZ.
R R
105
H
E
H
H
H
H H H
M
H
H
H
HH
H
M
MM H
HH
H
G
E
H
H E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
E-D
E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-D
F-D
F-D F-D
F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
F-D
F-
D
F-
D
F-
D
F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-
D
F-
D
F-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D
E-D
E-D
E-D
C
E
CC
C
C
C CE-
D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
SS
D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B
F-B
F-B
F-B
F-B
F-B
E
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-B
F-B
F-
B
F-
B
F-
B
F-
B
F-
B
F-
B
F-
B
F-
B
F-
B
F-B
F-B
F-B
E-B E-B E-B
E-B
E-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-BE-B
EE
EEEEEEEEEEEEEE
GGGGGGGGGGGGGG
G
G
G
G
EEEEE
E-B
E-
D
E-D
E-D
E-
D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-B
C-D
C-D
C-D
C-
D
C-D
C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-D
F-
D
F-
D
F-
D
F-D F-D F-D
F-
D
F-
D
D
PC
PT
PCC
R50'
B/C
PC
PCC
R40'
(B/C)
PC
PT
R40'
(B/C)
PC
PT R35'
B/C
=90+31.72
=88+72.99
=89+09.78
88+00
89+00
90+00 91+00
=90+17.33
R20
'(B/C
)
88+00 89+00
90+00
91+00 92+00
10
+
0
0
11
+
0
0
11+86.69
10
+
0
0
11
+
0
0
11+42.64
0.
7
5
%
1.
3
2
%
0.
9
4
%
1.
2
4
%
2.
3
3
%
1.
8
5
%
0.
7
5
%
1.
9
1
%
1.96%
1.
6
6
%
2.
2
3
%
2.
2
9
%
1.
0
2
%
1.
4
5
%
0.
6
1
%
0.
7
5
%
1.
1
0
%
1.
2
8
%
0.
9
3
%
2.
1
8
%
4.
5
6
%
CL-CL
817.51
STA: 89+64.39
STA: 10+86.33
CL-CL
818.38
STA: 90+03.30
STA: 11+22.88
CL-CL
817.35
STA: 89+26.88
STA: 10+36.33
CL-CL
817.99
STA: 89+64.45
STA: 10+72.84
0.
3
6
%
1.70%
0.93%
1.79%
1.70%
0.50%
4.50%1.07%
1.42%
1.21%
1.00%
0.50%
0.50%
2.40%
1.89%
5.85%
1.80%
6.50%
6.
4
9
%
3.
8
0
%
1.80%
1.23%
6.00%
1.40%0.75%
0.50%
0.75%2.77%0.50%0.50%
0.
6
0
%
6.54%2.96%5.78%
1.00%
0.
4
0
%
1.
0
1
%
1.
0
0
%
1.
0
0
%
3.
3
9
%
1.
0
0
%
1.
9
5
%
1.43%
1.51%
1.68%
2.02%
2.07%
1.34%
1.64%
2.02%2.42%
1.39%
816.84
816.94
817.08
816.99
817.22
816.96
816.60
817.84
817.96
818.03
817.82
817.97
817.71
817.34
816.91
816.80
819.51
819.49
816.56
816.54
819.07
819.21
819.09
818.85
818.94
818.70
818.07
816.75
Ha
r
d
w
o
o
d
Av
e
n
u
e
S
Ea
s
t
P
o
i
n
t
Do
u
g
l
a
s
R
o
a
d
0.70%
2.70%2.75%
1.00%
1.38%1.51%1.91%
1.88%
2.10%1.92%
1.98%
1.54%
VPI: 675+17
.
7
5
817.40
VPI: 675+31.68
817.20
VPI: 675+40.09
817.05
VPI: 67
5
+
5
0
.
8
9
816.95
VPI: 675+76.25
816.52
VPI: 675+81.45
816.49
VPI: 675+85.17
816.47
VPI: 675+91.86
816.17
VPI: 677+15.02
819.49
VPI: 677+40.89
819.36
VP
I
:
6
7
7
+
5
0
.
6
4
81
9
.
4
4
VPI: 677+51.84
819.44
VPI: 677+59.50
819.48
VPI: 677+69.16
819.41
VPI:
6
7
7
+
8
4
.
4
9
819
.
1
9
VPI: 6
7
7
+
9
2
.
4
6
818.7
1
VPI: 678+03.8
6
818.85
VPI: 673+15.52
815.08
VPI: 673+28.46
815.92
VPI: 67
3
+
4
2
.
6
2
816.84
VPI:
6
7
3
+
5
5
.
6
6
817.
0
7
VPI: 673+65.67
817.66
VPI: 673+78.73
817.90
VPI: 673+93.01
818.83
VPI: 674+01.01
819.29
VPI: 671+06.25
815.99
VPI: 671+15.76
816.17
VPI: 671+20
816.22
VPI: 671+24.10
816.26
VPI: 671+42.60
816.16
VPI:
6
7
1
+
5
7
.
7
8
816
.
0
9
VPI: 671+88.36
815.35
H
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D
E-
D
E-
D
E-
D
F-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
E-D
E-D
E-D
E-D
E-D
E-D
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
7135
Walgreens
10
+
0
0
F
S
F
F
8' - 4"
0"
0"
0"0"6"
6"
6"
6"
816.55
816.61
816.41
816.50
816.26
816.19
816.30
815.91 815.82
816.21
816.40 14' -
4
"
T
E
H
G H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D F-D
C-D C-D C-D C-D C-DG-D C
E-BE-BE-BE-B
EEE
GGG
G
G
G
G
G
GG
EEEEEEEE
E-B
E-B
E-B
E-B
C-D
C-D
C-D
C-D
C-
D
C-
D
C-D
C-D
C-D
C-
D
C-
D
2.
5
2
%
1.
5
1
%
7200
U.S. Bank
89+00
F
S
S
F
8' - 4"0"0"
0"
0"
6"
6"
6"
6"
816.48
816.33
817.87
817.74
817.21
816.88 816.83
817.00
817.05
10
'
-
4
"
817.15
THHH
M
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
E-D
E-DF-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-
D
F-
D
F-
D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D
F-D
F-D
F-
D
F-D
G-D
G-D
G-D
G-D
E-
D
F-
B
F-
B
F-B
F-B
F-B
F-
B
F-B
E-B E-B E-B
E-B
E
E-B
E-B
E-BE-BE-BE-B
EEE
E
EEEEEEE
GGGGGGG
E-D
E-D
E-
D
E-D
E-
D
E-
D
2.72%
1.40%
4.
0
2
%
1.
5
3
%
7375
Goodwill
S
F
F
T
8' - 4"
14'
-
4
"
3"3"
0"
0"
6"
6"
819.26
819.48
819.63
819.46 819.65
820.15
819.78
819.29
819.40
819.51
819.48
819.52
819.63
819.60
819.40
819.28
0"0"
T
H
HH
H
MM HE-
D
E-
D
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D
F-
D
F-
D
F-D
F-D
F-D
F-D F-D F-D
F-D
C-
D
C-D
C-D
C-D
C-D
C-D C-D C-D
F-D
F-D F-D F-D F-D F-D F-D F-D
E-D E-D E-D E-D
E-D
E-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
CC
C
CE-D
E-D
E-D
E-D
E-D
E-D E-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
F-BF-BF-B
F-BF-B
F-B
F-B
F-
B
E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
3.7
7
%
7180
S
S
S
S
F
12
'
-
4
"
0"
3"
0"
0"
0"
6"
3"
12' -
4
"
817.29
817.34
817.35
817.55
817.44
817.94817.39
820.57
820.52
820.53
820.48
818.03
817.99
817.89
815.34 815.40
SHEET
B
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&
M
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20
2
5
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1
1
3
1
4
8
1
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C
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3
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4
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 15 30
HORZ.
R
106
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
D
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D
C-D
C-
D
C-D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D
8'
8'
80th Street
0"
0"
0"
0"
7449
Farmers
Insurance
5'
5'
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C
C
C
C-D
C-D
C-
D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
80th Street
842.37
842.16
844.70
844.80842.87
844.03
843.93
842.67
5'5'
18'14'
6.
7
4
%
7.
0
3
%
0"
0"0"
0"
6.
8
7
%
SF TFS
2.
9
5
%
2.
6
6
%
T
842.14
841.91
844.78
844.66
3.
3
0
%
844.97
844.72
843.86 844.22
843.78
1.
3
4
%
4.
8
3
%
4.
3
8
%
842.40 843.82
R15'
(B/C)
R15'
(B/C)
12'
841.54
7420
7460
American
Accounts
& Advisors
SHEET
B
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t
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&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
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0
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1
1
3
1
4
8
1
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3
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6
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0
2
5
6
:
3
8
:
5
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 5 10
HORZ.
R
R
107
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
80th Street
8'
8'
0"0"
0"0"
6.
5
'
7501
8'
10'
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
F-
D
F-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
H
D
80th Street
98+00
7460
American
Accounts
& Advisors
9'
0"
0"0"
0"
8'
12'
8'
SHEET
B
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6
2
7
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d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
9
:
3
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 5 10
HORZ.
R R
108
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
H
H
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-D
G-
D
G-
D
G-
D
C H
S
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
D
100+00
80th Street
4'
5'
5'
R10
'
(B
/
C
)
R10
'(B/
C
)
0"
0"0"
0"
5.
9
1
%
5.
9
5
%
5.
9
8
%
1.
5
0
%
1.
6
9
%
856.08 857.95
857.07
857.94
1.
4
2
%
3.
6
7
%
2.
7
6
%
0.
8
0
%
T F F
856.74
856.41
859.06
858.81
TS
856.78
856.65
856.85
856.92
857.98
858.07 858.39
858.30
858.35
858.43
857.03 857.9713'
16'
7500
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
S
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
C
C
D
80th Street
0"
0"
0"
0"
6'
5'
12'866.00
7550
Grove80 Apartments
10'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
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R
e
s
e
r
v
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d
c H:
\
C
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T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
2
7
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
3
9
:
5
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 5 10
HORZ.
R R
109
H
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
G-
D
F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
0"
0"
863.52
863.40 863.52
863.65
863.65
1.
5
0
%
2.
5
0
%
863.45
863.25
14'
T
14'
-
6
"
PC
PT
VPI: 679+28.82
863.26
VP
I
:
6
7
9
+
3
5
.
0
7
86
3
.
5
1
VPI: 679+
5
1
.
7
0
863.67
VPI: 679+56
863.53
1.00%
3.39%
4.00%
4.01%
5.
1
7
%
=100+85.57
101
80th Street
He
m
i
n
g
w
a
y
A
v
e
n
u
e
F
8010
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
S
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D C-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E
80th Street
He
m
i
n
g
w
a
y
A
v
e
n
u
e
PC
PT
VPI: 680+25
871.01
VPI: 680+36.90
870.95
VPI: 680+44.11
870.91
VPI: 680+70.48
870.68
2.
7
3
%
1.44%
0.89%
0.50%
0.
5
0
%
871.40
871.28
871.35 871.27
871.24
871.23
871.11
871.51 871.45
S
F
6'
-
4
"
4'
5'
R20' (B/C)
871.82
871.69871.75
871.87
871.87
871.89
871.87
871.63
871.51
871.80
871.57
0.33%
2.
6
6
%
1.
5
0
%
PC
PT
VPI: 682+14.97
870.87
VPI: 682+26.57
871.53
VPI: 682+40.38
871.65
VPI: 682+52.81
872.00
0.92%
0.
6
8
%
0.87%
2.85%
5.69%
S
T
4'
R20' (B/C)
12' -
4
"
0"
0"
7550
Grove80 Apartments
7584
F
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
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T
\
0
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1
1
3
1
4
8
1
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\
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3
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1
3
1
4
8
1
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6
2
8
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d
w
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12
/
1
1
/
2
0
2
5
6
:
4
0
:
4
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 5 10
HORZ.
R R
110
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
7584
7606
Century Link
10'10'
R10
'
(B/
C
)
R10
'(B/
C
)
5'
0"
0"
0"
0"
5'
872.59
872.68
872.55
872.62
872.68
872.56872.59
872.75
872.23 872.30
6.
9
6
%
6.
8
1
%
6.
6
6
%
1.
5
2
%
1.
7
3
%
1.
8
3
%
2.
3
3
%
2.
0
2
%
1.
4
9
%
80th Street
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
H
7606
Century Link
8'
0"
0"
0"
0"
8'
5'7'
80th Street
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
2
9
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
1
:
2
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 5 10
HORZ.
R
111
R
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
80th Street
7830
Crestview Elementary School
8'
0"
0"
0"
0"
8'
R15
'(B/
C
)
R20
'
(B/
C
)
867.87
867.75 867.51
867.63
7'6'
867.71
867.64
865.55865.72
867.32
867.45 867.73
867.61
PC
PT
VPI: 688+08.84
865.61
VPI: 688+19.16
865.73
VPI: 688+43.94
867.23
VPI: 688+46.19
867.34
VPI: 688+54.19
867.47
VPI: 688+57.93
867.65
=116+61.10
MATCH EXISTING
6.04%
1.13%0.23%
=116+39.06
MATCH EXISTING
PC
PT
PCC
VPI: 687+09.98
867.73
VPI: 687+13.27
867.61
VPI: 687+21.28
867.49
VPI: 687+27.53
867.16
VPI: 687+48.66
865.76
VPI: 687+62.45
865.82
=115+93.66
MATCH EXISTING
=116+19.08
MATCH EXISTING
0.59%
0.50%
6.67%
5.
2
1
%
4.
9
9
%
1.
5
0
%
1.
6
0
%
868.01 867.91
4'
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
D
80th Street
7676
Kok Funeral
Home
6'
0"
0"
0"
0"
6'
8'
6'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
3
0
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
2
:
1
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 5 10
HORZ.
RR
112
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
F
F
S
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D
E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B C-B
PC
PT
VPI: 697+10
873.66VPI: 697+50.33
872.44
VPI
:
6
9
7
+
6
3
872
.
5
1
VPI: 6
9
7
+
7
5
.
0
1
872.0
6
VPI: 697+84.65
871.94
VPI: 697+87.39
871.89
PC
PT
VPI: 690+32.22
871.69
VPI: 690+35
871.75
VPI: 690+43.34
871.85
VPI: 690+55.52
871.61
VPI: 690+74.64
871.20
2.
0
0
%
3.
9
7
%
1.
2
5
%
R10
'(B/
C
)
2.
3
8
%
2.
0
5
%
2.
1
3
%
R20
'
(B/
C
)
1.
9
6
%
2.14%
3.59%
0"
0"0"
0"
8'
-
4
"
8'
-
4
"
871.98
872.07 872.11
872.02
8'75' BITUMINOUS TRAIL RECONSTRUCTION8'
871.87
871.77871.81
871.91
45' BITUMINOUS TRAIL RECONSTRUCTION
869.94
869.89 872.92
872.86
7830
Crestview Elementary School
2.84%
2.84%
3.03%
0.60%
3.77%
1.20%
2.
0
0
%
4.
0
3
%
80th Street
4'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
3
2
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
2
:
5
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 5 10
HORZ.
R
113
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
TRASH
HF
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B F-B F-B F-B F-B F-B F-B F-B F-B
C C C C C C C C C C C C C C C C
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C PC
PT
VPI: 683+18.53
886.18
VPI: 683+20.51
886.13
VPI: 683+2
3
.
3
7
886.07
VPI: 6
8
3
+
3
2
.
7
6
885.9
5
VPI: 683+79.35
884.86
PC
PT
VPI: 685+20
886.51VPI: 685+30.14
886.38
VPI: 685+65.71
886.97
VPI: 685+74.04
887.05
VPI: 685+79.01
887.11
128+00 129+00
8'
-
4
"
8'
-
4
"
0"
0"0"
0"
886.09
886.09
F
887.19
887.07
5'
5.5'
1.30%
1.
0
0
%
1.
0
5
%
1.66%
1.30%3.51%
1.
9
0
%
1.
1
6
%
2.33%
1.85%
=128+89.51
MATCH EXISTING=128+79.37
=127+81.54
R40
'(B/C
)
R20
'
B/C
)
5'2.
2
6
%
80th Street
Cottage Grove
Ice Arena
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
3
3
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
3
:
2
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 5 10
HORZ.
R
114
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
S EE
E
E
E E
EE
E
E
S
C-
D
C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
HE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
G-
B
G-B
136+00 137+00 138+00
136+00 137+00 138+00
80th Street
0.57%0.50%
3.14%
1.70%
0.50%
0.50%
0.73%
3.81%
0.37%0.33%
1.70%
5.
0
8
%
8.
5
0
%
R2
0
'
(B
/
C
)
R2
0
'
(B
/
C
)
0.70%
8040
Park High School
8026 8025
0.50%
0.50%
0.50%0.50%0.50%0.16%0.17%
F F
0.50%
1.
5
0
%
4.
0
9
%
2.73
%
3.8
3
%
S
0.
7
6
%
0"
0"
0"0"8'
8'
8'8'
0"
0"0"
0"
8'0"0"
882.57 882.51
882.54
882.82
882.98
882.84
882.95
882.88882.87
R20'
(B/C)
883.10
883.03
882.42882.33 882.25
883.38
883.26
883.16
883.04
884.23
884.11
882.60
PC
PT
VPI: 6012+28.60
882.53
VPI: 6012+35.19
882.56 VPI: 6012+44.40
882.52
VPI: 6012+51.89
882.48
VPI: 6012+63.04
882.39
VPI: 6012+70.05
882.36
VPI: 6012+78.05
882.32
VPI: 6012+84.54
882.29
VPI: 6012+94.55
882.30
=136+24.28
PC
PT
PCC
VPI: 6009+15
882.16
VPI: 6009+35
882.09
VPI: 6009+61.86
883.12
VPI: 6009+69.46
883.24
VPI: 6009+70.74
883.27
VPI: 6009+73.91
883.42
PC
PT
PCC
=136+10.58
MATCH EXISTING
=137+42.67
VPI: 6008+10.17
883.10
VPI: 6008+19.13
882.95
VPI: 6008+41.22
882.26
VPI: 6008+45.61
882.23VPI: 6008+49.69
882.21
VPI: 6008+54.19
882.19
VPI: 6008+65.62
882.27
=136+66.43
=136+46.42
MATCH EXISTING =137+62.67
MATCH EXISTING
Hy
d
e
Av
e
n
u
e
5'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
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g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
3
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
4
:
1
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
80TH STREET
FEETSCALE
0 10 20
HORZ.
R
115
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
H
H
HH
H
H
M
H
H
HH
EEE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C
H
H
S
E-
B
E-
B
E-
B
E-
B
E-
B
E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B E-B
G-B G-B G-B G-B G-B
F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
7135
Walgreens
7155
Huntington Bank
7200
Hy-Vee Fast
& Fresh
7200
Hy-Vee Fast
& Fresh
4+00
5+00
6+00
4+00
5+00
6+00
PC
PT
F
1.09%
1.
5
7
%
0.81%
6.35%
14' -
4
"
R20' (B/C)
0"
0"
1.
2
4
%
1.
0
0
%
1.
6
4
%
1.
8
3
%
3.
2
8
%
1.
8
1
%
0.
9
8
%
1.
6
8
%
3.
4
3
%
0.
8
3
%
2.
5
2
%
0.
9
7
%
1.
5
5
%
3.
1
2
%
1.08%1.47%
1.32%1.49%
1.27%
1.64%
1.
7
3
%
1.
9
4
%
1.
2
0
%
1.
7
7
%
3.
0
6
%
2.
0
0
%
805.53
805.67
805.56
805.46805.62
805.71
805.40
805.84
806.21
806.67
806.47806.10
806.31
806.27
805.87
805.51
805.93
806.03 807.41
807.36
806.85
807.03
806.56
806.23
806.57806.28805.97 806.83
807.17
806.92
806.70
805.38
805.50
805.83
1.
0
1
%
1.
4
7
%
VPI: 6015+20.45
805.71
VPI: 6015+34.76
805.55
VPI: 6015+50.78
805.42
VPI: 6015+54.43
805.19
1.
6
5
%
805.77
805.35
805.04
3.
1
4
%
2.
8
5
%
1.
6
8
%
1.66%
Gr
o
v
e
P
l
a
z
a
En
t
r
a
n
c
e
East Point Douglas Road
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
3
5
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
4
:
4
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
EAST POINT DOUGLAS ROAD
FEETSCALE
0 10 20
HORZ.
R
116
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
S
D
D
D
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-DF-DF-DF-DF-DF-DF-DF-DF-DF-DF-DF-DF-DF-DF-D
F-DF-DF-DF-DF-DF-DF-DF-DF-DF-DF-DF-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
G-
D
G-
D
G-
D
G-
D
G-D G-D
S
D
D
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
G-B G-B
G-
B
G-
B
G-
B
G-
B
G-B
G-B
G-B
G-B
G-B
G-
B
G-
B
G-
B
G-D
G-D
G-D
G-D
G-D
G-D
C C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D
M
H H
E
7162
Speedway
7200
Hy-Vee Fast
& Fresh
PC
PT
VPI: 6010+02.24
796.71
VPI
:
6
0
1
0
+
5
5
796
.
0
9
VPI
:
6
0
1
0
+
7
0
795
.
8
4
VPI: 6011+50
797.18
1.65%
1.68%
1.17%
PC
PT
VPI: 6023+78.10
797.07
VPI: 6024+42.73
796.11
VPI: 6
0
2
4
+
5
4
.
9
9
795.8
2
VPI: 6024+75.53
795.63
1.
4
7
%
2.34%
0.92%
5.32%
1.8
7
%
2.70%
2.23%
2.11%
2.38%
2.09%
1.41%
East Point Douglas Road
Ea
s
t
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Do
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SHEET
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20
2
5
,
A
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R
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T
T
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0
N
1
1
3
1
4
8
1
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C
A
D
\
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3
D
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1
3
1
4
8
1
C
6
3
7
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d
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12
/
1
1
/
2
0
2
5
6
:
4
5
:
2
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
INTERSECTION DETAILS
EAST POINT DOUGLAS ROAD
FEETSCALE
0 10 20
HORZ.
R
117
PUSH BUTTON
LANDING AREA - 4' X 4' MIN. DIMENSIONS AND 1.0% OPTIMUM
(2.0% MAXIMUM) SLOPE IN ALL DIRECTIONS
PEDESTRIAN RAMP SLOPE SHALL BE 7.0% OPTIMUM
(5.0% MIN. AND 8.3% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
PEDESTRIAN RAMP SLOPE SHALL BE 4.0% OPTIMUM
(2.0% MIN. AND 5.0% MAX.) IN THE DIRECTION SHOWN AND
CROSS SLOPE SHALL BE 1.5% OPTIMUM (2.0% MAX.)
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE
CROSS-SLOPE OF A RAMP TO THE EXISTING WALK CROSS-SLOPE.
RATE OF TRANSITION SHOULD BE 0.5% PER 1 LINEAR FOOT OF
WALK.
F
S
T
PEDESTRIAN RAMP LEGEND
OUTPUT GUTTER
CURB HEIGHTX"
DRAINAGE FLOW ARROW
TRUNCATED DOMES
(SEE MnDOT STANDARD PLATE 7038)
X X
>>
>>
>>
>>
>>
>>
>>
S
S
>>
>>
>>
>>
>>
>>
>>
C-D
C-D
1002 1003 1004 1005 1006
1007
1008
1009
S
S
G-D
G-D
G-D
G-D
G-D
G-D
G-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
1008 1009 1010 1011 1012 10131013
70
71
70
71
1013
1014
SHEET
B
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n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
3
8
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
5
:
5
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
ZAP
JJO
JPS
CONCRETE PAVING PLAN
RAMP G
118
FEETSCALE
0 25 50
HORZ.
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
13
3
RAMP G
R
R
℄ RAMP G
℄ RAMP G
℄ 80TH ST WB
℄ 80TH ST EB
GENERAL NOTES:
1.PANEL LAYOUT AND JOINT TYPE IN THIS PLAN
MAY BE CHANGED IF APPROVED BY THE
ENGINEER.
2.ALL HEADER JOINTS ARE INCIDENTAL AND NO
DIRECT PAYMENT WILL BE MADE.
3.DOWEL BARS ARE NOT REQUIRED FOR
SHOULDERS.
4.ALL JOINTS IN CURB AND GUTTER ARE TO
MATCH JOINTS IN ADJOINING CONCRETE
PAVEMENT PANELS.
5.TIE ALL CONCRETE CURB & GUTTER TO
CONCRETE SHOULDERS WITH A L2KTH JOINT.
6.MAXIMUM JOINT SPACING IS 15'
PLACE TWO NO. X 18" REINFORCING
BARS WHERE LONGITUDINAL JOINT
ENDS AT A TRANSVERSE JOINT.
PLACE BARS AT 4" AND 10" FROM
JOINT (INCIDENTAL).
VAR.
VAR.
VAR.
12'
12'
12'
8'
8'
8'
8'
L1TU
C1U-D
PERMANENT
TERMINAL HEADER.
SEE STANDARD
PLAN 5-297.221.
C1U-D
L1TU 8'
8'
12'
12'
12'
E1H
C2H-D
L1TH
E1H
L1TH
BEGIN S.P. 8205-159
RAMP G STA. 1002+82.24
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
S
S
S
S
>>>>>>
70
71
72
1013 1014 1015 1016 1017 1018 1019 1020 1021
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
S
S
D
||
S
S
L
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
>>
>>
>>>>>>>>>>
1019 1020 1021 1022 1023 1024 10251025
SHEET
B
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&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
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h
t
s
R
e
s
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r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
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A
D
\
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3
D
\
1
3
1
4
8
1
C
6
3
8
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
6
:
2
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
ZAP
JJO
JPS
CONCRETE PAVING PLAN
RAMP E
119
FEETSCALE
0 25 50
HORZ.
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
13
6
RAMP E
R
R
℄ RAMP E
℄ 80TH ST EB
℄ RAMP E
GENERAL NOTES:
1.PANEL LAYOUT AND JOINT TYPE IN THIS PLAN
MAY BE CHANGED IF APPROVED BY THE
ENGINEER.
2.ALL HEADER JOINTS ARE INCIDENTAL AND NO
DIRECT PAYMENT WILL BE MADE.
3.DOWEL BARS ARE NOT REQUIRED FOR
SHOULDERS.
4.ALL JOINTS IN CURB AND GUTTER ARE TO
MATCH JOINTS IN ADJOINING CONCRETE
PAVEMENT PANELS.
5.TIE ALL CONCRETE CURB & GUTTER TO
CONCRETE SHOULDERS WITH A L2KTH JOINT.
6.MAXIMUM JOINT SPACING IS 15'
L1TU
C1U-D
8'
8'
8'
8'
PERMANENT
TERMINAL HEADER
SEE STANDARD
PLAN 5-297.221.
C1U-D
L1TU
END S.P. 8205-159
RAMP E STA. 1023+77.30
>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
S
S
S
D
D
DD
S
S
S
S
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
2002
2003
2004 2005 2006
2007
2008
2009
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
S
D
D
S
S
E1
-
D
F-D
F-D
F-D
H
>>
>>
>>
>>
>>
>>
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
E1
-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-DF-DF-DF-DF-DF-DF-DF-D
F-
D
F-
D
F-
D
H H
C-D
C-
D
C-
D
C-
D
C-
D
H
76
77
76
77
2013
2014
2007
2008
2009 2010 2011 2012 2012
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
3
8
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
6
:
4
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
ZAP
JJO
JPS
CONCRETE PAVING PLAN
RAMP F
120
FEETSCALE
0 25 50
HORZ.
RAMP F
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SEE SHEET 136
SEE SHEET 136
SE
E
S
H
E
E
T
13
5
R
R
℄ RAMP F
℄ RAMP F
℄ 80TH ST EB
℄ 80TH ST WB
℄ RAMP H
GENERAL NOTES:
1.PANEL LAYOUT AND JOINT TYPE IN THIS PLAN
MAY BE CHANGED IF APPROVED BY THE
ENGINEER.
2.ALL HEADER JOINTS ARE INCIDENTAL AND NO
DIRECT PAYMENT WILL BE MADE.
3.DOWEL BARS ARE NOT REQUIRED FOR
SHOULDERS.
4.ALL JOINTS IN CURB AND GUTTER ARE TO
MATCH JOINTS IN ADJOINING CONCRETE
PAVEMENT PANELS.
5.TIE ALL CONCRETE CURB & GUTTER TO
CONCRETE SHOULDERS WITH A L2KTH JOINT.
6.MAXIMUM JOINT SPACING IS 15'
PERMANENT
TERMINAL HEADER.
SEE STANDARD
PLAN 5-297.221.
C1U-D
8'
8'
L1TU
PERMANENT
TERMINAL HEADER.
SEE STANDARD
PLAN 5-297.221.
L1TU
C1U-D
12'
12'
VAR.
VAR.8'
8'
PERMANENT
TERMINAL HEADER.
SEE STANDARD
PLAN 5-297.221.
>>
>>
>>
>>
>>
>>
>>
S D
S
S
S
S
S
>>
>>
>>
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D
F-D
F-D
F-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
H
76
2013 2014 2015 2016 2017 2018 2019 2020
>>
>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
S
>>
>>
>>
>>
>>
>>
>>
2019 2020 2021 2022 2023 2024 2025
2025
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
6
3
8
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
7
:
0
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
ZAP
JJO
JPS
CONCRETE PAVING PLAN
RAMP H
121
FEETSCALE
0 25 50
HORZ.
RAMP H
SEE SHEET 136
SEE SHEET 136
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
13
6
R
R
℄ RAMP H
℄ RAMP H
℄ 80TH ST EB
GENERAL NOTES:
1.PANEL LAYOUT AND JOINT TYPE IN THIS PLAN
MAY BE CHANGED IF APPROVED BY THE
ENGINEER.
2.ALL HEADER JOINTS ARE INCIDENTAL AND NO
DIRECT PAYMENT WILL BE MADE.
3.DOWEL BARS ARE NOT REQUIRED FOR
SHOULDERS.
4.ALL JOINTS IN CURB AND GUTTER ARE TO
MATCH JOINTS IN ADJOINING CONCRETE
PAVEMENT PANELS.
5.TIE ALL CONCRETE CURB & GUTTER TO
CONCRETE SHOULDERS WITH A L2KTH JOINT.
6.MAXIMUM JOINT SPACING IS 15'
PERMANENT
TERMINAL HEADER.
SEE STANDARD
PLAN 5-297.221.
8'
8'
C1U-D
L1TU
PERMANENT
TERMINAL HEADER.
SEE STANDARD
PLAN 5-297.221.
L1TU
C1U-D
8'
8'
STRIPING KEY
TITLE SHEET
PERMANENT SIGNING AND PAVEMENT
MARKING PLAN INDEX
122
___
___
EXAMPLE:4SW
GCW
4" SOLID LINE WHITE PREF THERMO
GROUND IN, CONTRAST, WET REFLECTIVE=
___
___
3RD DIGIT
COLOR
W - WHITE
Y - YELLOW
B - BLACK
2ND DIGIT
PATTERN
S - SOLID
B - BROKEN
T - DOTTED
D - DOUBLE
K - DOUBLE BROKEN
H - DOUBLE DOTTED
1ST DIGIT
WIDTH
4", 8", ETC.
CIRCLE-MULTI-
COMPONENT
TRIANGLE-PAINT
G=GROUND IN
C=CONTRAST
W=WET REFLECTIVE
E=ENHANCED SKID RESISTANCE
SYMBOLS & MATERIALS LEGEND
PERMANENT SIGNING & PAVEMENT MARKING PLAN
NOTES AND GUIDELINES TABULATIONS
STRIPING DETAILS
BROKEN LINE - 50' CYCLE (10' LINE, 40' GAP)
_______________________
_________
_____
SIGNATURE:
PRINT NAME:LICENSE #
I HEREBY CERTIFY THAT SHEETS 132 THROUGH 136 AND SHEETS 143 THROUGH 147 OF THIS PLAN WERE
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
12/09/2025
___OCTAGON-PERF
THERMO
128-131
1.SEE 2582 IN THE SPECIAL PROVISIONS FOR PAVEMENT MARKING SPOTTING RESPONSIBILITIES.
2.EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS, AND AT PRIVATE ENTRANCES IF THEY
ARE CONTROLLED BY AN AGENCY PLACED YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF
THE MAINLINE RADIUS.
3.DO NOT APPLY THE PAVEMENT MARKINGS WHEN WEATHER AND OTHER CONDITIONS CAUSE A FILM OF DUST OR DEBRIS TO BE
DEPOSITED ON THE PAVEMENT SURFACE AFTER CLEANING AND BEFORE THE MARKING MATERIAL IS APPLIED.
4.THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED
PAVEMENT SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT SPILLAGE OF MATERIAL.
GENERAL INFORMATION:
_________DATE:
DESIGNER:___
123-125
ZACH A. PARSONS 57761
JJO
EXISTING SIGNING PLAN
PROPOSED SIGNING AND STRIPING PLAN
132-142
143-153
SIGNAGE & STRIPING PLAN
TITLE SHEET
122
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
DOTTED LINE - 15' CYCLE (3' LINE, 12' GAP)
DOTTED LINE (CAT TRACKS) - 8' CYCLE (2' LINE, 6' GAP)
_______________________
_________
_____
SIGNATURE:
PRINT NAME:LICENSE #
I HEREBY CERTIFY THAT SHEETS 122 THROUGH 131, SHEETS 137 THROUGH 142, AND SHEETS 148 THROUGH 153 OF THIS PLAN WERE
PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
12/09/2025_________DATE:
DESIGNER:___
MICHAEL R. WARNER 44693
BJN
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
SIGNING TABULATIONS
123
SIGN AND DELINEATOR / MARKER N
SIGN
NUMBER
PANEL SUPPORT REMOVE
SIGN
REMOVE
SIGN
SPECIAL
SIGN SIGN
SPECIAL
SALVAGE
SIGN
SALVAGE
SIGN
SPECIAL
INSTALL
SIGN
INSTALL SIGN
SPECIAL
REMOVE
DELINEATOR
/MARKER
DELINEATOR
/MARKER
PANEL
CODE LEGEND
SIZE
(W x H)AREA MOUNTING
HEIGHT
A
DISTANCE TYPE RISER POST
SIZE
NUMBER OF
POSTS
INCHES SQ FT FEET FEET INCHES EACH EACH SQ FT SQ FT EACH EACH EACH EACH EACH EACH
S.P. 8205-159
S-1 X3-5U SNOWPLOW MARKER UP 6 x 12 4 SQ-SOIL 2 1 1 1
S-2 NOT USED
S-3 NOT USED
S-4 X3-5U SNOWPLOW MARKER UP 6 x 12 4 SQ-SOIL 2 1 1 1
S-5 D1-2 80TH St/Grange Blvd x 7 SQ-SOIL 2 1 1
S-6 R3-8AELA L-LT-R 48 x 30 7 SQ-SOIL 2-1/2 1 1 10.00
S-7 R5-1a WRONG WAY 42 x 30 7 SQ-SOIL 2 1 1 8.75
S-8 R3-8AELA L-LT-R 48 x 30 7 SQ-SOIL 2-1/2 1 1 10.00
S-9 R5-10aM PEDS PROHIBITED 30 x 36 7 SQ-SOIL 2 1 1 7.50
S-10 R5-1 DO NOT ENTER 36 x 36 7 SQ-SOIL 2 1 1 9.00
S-11 X3-5D SNOWPLOW MARKER DOWN 6 x 12 4 SQ-SOIL 2 1 1 1
S-12 R5-1 DO NOT ENTER 36 x 36 7 SQ-SOIL 2 1 1 9.00
S-13 R6-1L ONE WAY LEFT 54 x 18 7 SQ-SOIL 2 1 1 6.75
S-15 R9-3 NO PEDESTRIANS 18 x 18 7 SQ-SOIL 2 1 1 2.25
S-16 R9-3 NO PEDESTRIANS 18 x 18 7 SQ-SOIL 2 1 1 2.25
(1)S-17
R6-1R ONE WAY RIGHT 54 x 18
7 SQ-SOIL 2 1 1
6.75
R6-1L ONE WAY LEFT 54 x 18 6.75
(1)S-20
R6-1R ONE WAY RIGHT 54 x 18
7 SQ-SOIL 2 1 1
6.75
R6-1L ONE WAY LEFT 54 x 18 6.75
S-21 X3-5U SNOWPLOW MARKER UP 6 x 12 4 SQ-SOIL 2 1 1 1
S-22 NOT USED
S-24 R8-7M EMERGENCY STOPPING ONLY PEDS
PROHIBITED 42 x 48 7 SQ-SOIL 2-1/2 1 1 14.00
S-25 X3-5U SNOWPLOW MARKER UP 6 x 12 4 SQ-SOIL 2 1 1 1
S-26 X4-1 GUIDE DELINEATOR (WHITE)8 x 24 4 SQ-SOIL 2 1 1 1 1
S-27 D1-2 80TH St/Grange Blvd x 7 SQ-SOIL 2 1 1
S-28 R5-1a WRONG WAY 42 x 30 7 SQ-SOIL 2 1 1 8.75
S-29 R5-10aM PEDS PROHIBITED 30 x 36 7 SQ-SOIL 2 1 1 7.50
S-30 R5-1 DO NOT ENTER 36 x 36 7 SQ-SOIL 2 1 1 9.00
(1)S-31 R6-1R ONE WAY RIGHT 54 x 18 7 SQ-SOIL 2 1 1
6.75
R6-1L ONE WAY LEFT 54 x 18 6.75
S-32 Adopt a Road Next 0.5 Miles x 7 SQ-SOIL 2 1 1 1
S-33 R6-1R ONE WAY RIGHT 54 x 18 7 SQ-SOIL 2 1 1 6.75
S-35 R1-2 YIELD 48 x 48 7 SQ-SOIL 2-1/2 1 1 1 1
S-36 R8-7M EMERGENCY STOPPING ONLY PEDS
PROHIBITED 42 x 48 7 SQ-SOIL 2-1/2 1 1 14.00
S-37 OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 SQ-SOIL 2 1
S-40 East US10/South US61 Straight x 7 SQ-CONC 2-1/2 2 1 1
S-41 East US10/South US61 Right x 7 U-SOIL 2 1 1
SUBTOTAL (S.P. 8205-159):22 166 1 2 1 2 7 7
S.A.P. 082-639-008
S-14 R2-1 SPEED LIMIT 30 30 x 36 7 SQ-SOIL 2 1 1 7.50
(1)S-18 R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1 5.00
R3-4 NO U-TURN 36 x 36 9.00
S-19 R3-2 NO LEFT TURN 36 x 36 7 SQ-CONC 2 1 1 9.00
S-23 R5-1 DO NOT ENTER 36 x 36 7 SQ-CONC 2 1 1 9.00
S-25.1
R4-7 KEEP RIGHT 24 x 30
7 SQ-CONC 2 1 1 1(1)
OM1-2 TYPE 1 OBJECT MARKER 18 x 18
R10-X12 LEFT TURN YIELD ON FLASHING YELLOW
ARROW 24 x 30
SUBTOTAL (S.A.P. 082-639-008):4 40 1 1
SPECIFIC NOTE(S):
(1)MOUNT BACK TO BACK.
(2)SIGN PANEL(S) TO BE MOUNTED ON LIGHT POLE, SIGNAL POLE OR EXISTING POST. SEE PROPOSED SIGNING AND STRIPING PLAN FOR MORE INFORMATION.
(3)EXISTING SIGN TO BE REMOVED WITH NO SIGN REPLACEMENT.
(4)EXISTING SIGN TO REMAIN IN PLACE.
S.P 180-102-020
S-34 R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-38 R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 U-SOIL 1 1 9.00
(2)S-39 COTTAGE GROVE WINTER BAN x 7 1 1
(2)S-42
R3-1 NO RIGHT TURN 36 x 36
7 1
9.00
SEMI TRUCKS 36 x 24 6.00
(2)S-43 R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 1 9.00
S-44 R1-1 STOP 30 x 30 7 U-SOIL 1 1 6.25
R6-1R ONE WAY RIGHT 36 x 12 3.00
S-45 US10/US61 JUNCTION x 7 U-SOIL 2 1 1
S-46 R3-8AB DOUBLE LEFT TURN LANE 36 x 30 7 SQ-CONC 2 1 1 7.50
(1)S-47
R3-4 NO U-TURN 36 x 36 7
SQ-CONC 2-1/2 1 1
9.00
R4-7 KEEP RIGHT 24 x 30 7 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
SIGNING TABULATIONS
124
SIGN AND DELINEATOR / MARKER N
SIGN
NUMBER
PANEL SUPPORT
REMOVE
SIGN
REMOVE
SIGN
SPECIAL
SIGN SIGN
SPECIAL
SALVAGE
SIGN
SALVAGE
SIGN
SPECIAL
INSTALL
SIGN
INSTALL SIGN
SPECIAL
REMOVE
DELINEATOR
/MARKER
DELINEATOR
/MARKERPANEL
CODE LEGEND
SIZE
(W x H)AREA MOUNTING
HEIGHT
A
DISTANCE TYPE RISER POST
SIZE
NUMBER OF
POSTS
INCHES SQ FT FEET FEET INCHES EACH EACH SQ FT SQ FT EACH EACH EACH EACH EACH EACH
SPECIFIC NOTE(S):
(1)MOUNT BACK TO BACK.
(2)SIGN PANEL(S) TO BE MOUNTED ON LIGHT POLE, SIGNAL POLE OR EXISTING POST. SEE PROPOSED SIGNING AND STRIPING PLAN FOR MORE INFORMATION.
(3)EXISTING SIGN TO BE REMOVED WITH NO SIGN REPLACEMENT.
(4)EXISTING SIGN TO REMAIN IN PLACE.
(1)S-48
R3-4 NO U-TURN 36 x 36 7
SQ-CONC 2-1/2 1 1
9.00
R4-7 KEEP RIGHT 24 x 30 7 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
(2)S-49 R8-3 NO PARKING 30 x 30 7 1 6.25
S-50
R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 SQ-CONC 2-1/2 1 1
9.00
R8-3 NO PARKING 30 x 30 7 6.25
(2)S-51 R2-1 SPEED LIMIT 35 30 x 36 7 1 7.50
S-52 R3-8AB DOUBLE LEFT TURN LANE 36 x 30 7 SQ-CONC 2 1 1 7.50
S-53 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-54 R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-55 R1-1 STOP 30 x 30 7 U-SOIL 1 1 1
S-56 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
(2)S-57 MET COUNCIL BUS STOP SIGN x 7 1 1
(2)S-58 R8-3 NO PARKING 30 x 30 7 1
(2)S-59 R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 1 9.00
(2)S-60 ADOPT A ROAD - SNOWMOBILE CLUB x 7 1 1
(2)S-61 ADOPT A ROAD - JENNIFER JOHNSON x 7 1 1
(2)S-62 R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 1 1
(2)S-63 R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 1 9.00
(1)(2)S-64
R8-3A NO PARKING 30 x 30
7 1 6.25 1 1RESIDENT PARKING ONLY 24 x 24
(2)S-65
S1-1 SCHOOL ZONE 36 x 36
7 1
9.00
W16-9P AHEAD 24 x 12 2.00
(2)S-66 R9-3 NO PEDESTRIANS 18 x 18 7 1 2.25
(2)S-67
NO RIGHT TURN ON RED WHEN
PEDESTRIANS
ARE PRESENT
30 x 36 7 1 7.50
S-68
R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-69
R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36
7 U-SOIL 1 1
9.00
R8-3 NO PARKING 30 x 30 6.25
S-70 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-71 R1-1 STOP 30 x 30 7 U-SOIL 1 1 6.25
S-72 HORNELL AV STREET SIGN 30 x 54 7 SQ-CONC 2-1/2 2 1 11.25
(1)(2)S-73
S4-3P SCHOOL 24 x 8
7 1
1.33
R2-1 SPEED LIMIT 20 24 x 36 6.00
S4-2P WHEN CHILDREN ARE PRESENT 24 x 10 1.67
R8-3 NO PARKING 30 x 30 6.25
RESIDENT PARKING ONLY 24 x 24 4.00
(2)S-74 R8-3 NO PARKING 30 x 30 7 1 6.25
S-75 R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
(1)S-76
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4
SQ-CONC 2-1/2 1 1 1R1-1 STOP 30 x 30 7
R3-4 NO U-TURN 36 x 36 7
S-77
R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-78 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-79 R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 U-SOIL 1 1 9.00
(1)(2)S-80 R8-3 NO PARKING 30 x 30 7 1 6.25 1 1
RESIDENT PARKING ONLY 24 x 24
(2)S-81 R8-3 NO PARKING 30 x 30 7 1 6.25
(2)S-82
S4-3P SCHOOL 24 x 8
7 1
1.33
R2-1 SPEED LIMIT 20 24 x 36 6.00
S4-2P WHEN CHILDREN ARE PRESENT 24 x 10 1.67
S-83 HORNELL AV STREET SIGN x 7 U-SOIL 2 1 1
(2)S-84
S4-3P SCHOOL 24 x 8
7 1
1.33
R2-1 SPEED LIMIT 20 24 x 36 6.00
S4-2P WHEN CHILDREN ARE PRESENT 24 x 10 1.67
(1)(2)S-85
R8-3 NO PARKING 30 x 30
7 1 6.25 1 1
RESIDENT PARKING ONLY 24 x 24
(2)S-86 R8-3 NO PARKING 30 x 30 7 1 6.25
(2)S-87 R8-3 NO PARKING 30 x 30 7 1 6.25
(1)
S-88
R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2-1/2 1 1
5.00
R3-2 NO LEFT TURN 36 x 36 9.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
SIGNING TABULATIONS
125
SIGN AND DELINEATOR / MARKER N
SIGN
NUMBER
PANEL SUPPORT
REMOVE
SIGN
REMOVE
SIGN
SPECIAL
SIGN SIGN
SPECIAL
SALVAGE
SIGN
SALVAGE
SIGN
SPECIAL
INSTALL
SIGN
INSTALL SIGN
SPECIAL
REMOVE
DELINEATOR
/MARKER
DELINEATOR
/MARKERPANEL
CODE LEGEND
SIZE
(W x H)AREA MOUNTING
HEIGHT
A
DISTANCE TYPE RISER POST
SIZE
NUMBER OF
POSTS
INCHES SQ FT FEET FEET INCHES EACH EACH SQ FT SQ FT EACH EACH EACH EACH EACH EACH
SPECIFIC NOTE(S):
(1)MOUNT BACK TO BACK.
(2)SIGN PANEL(S) TO BE MOUNTED ON LIGHT POLE, SIGNAL POLE OR EXISTING POST. SEE PROPOSED SIGNING AND STRIPING PLAN FOR MORE INFORMATION.
(3)EXISTING SIGN TO BE REMOVED WITH NO SIGN REPLACEMENT.
(4)EXISTING SIGN TO REMAIN IN PLACE.
(1)(2)S-89
R8-3 NO PARKING 30 x 30
7 1
6.25
RESIDENT PARKING ONLY 24 x 24 4.00
(2)S-90
R3-1 NO RIGHT TURN 36 x 36
7 1
9.00
R8-3 NO PARKING 30 x 30 6.25
(2)S-91 ICE ARENA NEXT LEFT 30 x 36 7 1 7.50
(1)(2)S-92 R8-3 NO PARKING 30 x 30 7 1 6.25 1 1
RESIDENT PARKING ONLY 24 x 24
(2)S-93 R8-3A NO PARKING 30 x 30 7 1 6.25
(1)S-94
R4-7 KEEP RIGHT 24 x 30
7 SQ-CONC 2-1/2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 2.25
ICE ARENA 24 x 24 4.00
BASKETBALL PARKING NEXT LEFT 30 x 36 7.50
(1)S-95
R10-11B NO TURN ON RED 36 x 36
7 SQ-CONC 2 1 1
9.00
RESIDENT PARKING ONLY 24 x 24 4.00
(1)S-96
R4-7 KEEP RIGHT 24 x 30
7 SQ-CONC 2 1 1
5.00
1 1OM1-2 TYPE 1 OBJECT MARKER 18 x 18 2.25
ACTIVITY CENTER x
S-97 R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 U-SOIL 1 1 9.00
(2)S-98
S4-3P SCHOOL 24 x 8 7
1
1.33
R2-1 SPEED LIMIT 20 24 x 36 7 6.00
S4-2P WHEN CHILDREN ARE PRESENT 24 x 10 7 1.67
S-116 R6-1R ONE WAY RIGHT 54 x 18 7 SQ-CONC 2 1 6.75
S-117 R6-1R ONE WAY RIGHT 54 x 18 7 SQ-CONC 2 1 6.75
(2)S-118 R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 9.00
S-119 R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-120 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-121
R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-122
R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-123 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-124 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-125 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-126 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-127 R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-128
R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-129 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-130 R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-131 R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
(2)S-132 R2-1 SPEED LIMIT 35 30 x 36 7 7.50
S5-2 END SCHOOL ZONE 24 x 30 4 5.00
S-133 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
(1)
S-134
R3-4 NO U-TURN 36 x 36 7
SQ-CONC 2-1/2 1 1
9.00
R4-7 KEEP RIGHT 24 x 30 7 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-135
R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-136 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-137
R4-7 KEEP RIGHT 24 x 30 7 SQ-CONC 2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-138 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
S-139 R3-7R RIGHT LANE MUST TURN RIGHT 36 x 36 7 U-SOIL 1 1 9.00
S-140 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
(2)S-141
R2-1 SPEED LIMIT 35 30 x 36
7 1
7.50
1 1
S5-2 END SCHOOL ZONE 24 x 30 5.00
R8-3 NO PARKING 30 x 30 6.25
RESIDENT PARKING ONLY x
(1)S-142
R1-1 STOP 30 x 30 7
SQ-CONC 2-1/2 1 1 1R3-4 NO U-TURN 24 x 24 7
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4
(3)S-143 RIGHT TURN LANE x 1
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
SIGNING TABULATIONS
126
SIGN AND DELINEATOR / MARKER N
SIGN
NUMBER
PANEL SUPPORT
REMOVE
SIGN
REMOVE
SIGN
SPECIAL
SIGN SIGN
SPECIAL
SALVAGE
SIGN
SALVAGE
SIGN
SPECIAL
INSTALL
SIGN
INSTALL SIGN
SPECIAL
REMOVE
DELINEATOR
/MARKER
DELINEATOR
/MARKERPANEL
CODE LEGEND
SIZE
(W x H)AREA MOUNTING
HEIGHT
A
DISTANCE TYPE RISER POST
SIZE
NUMBER OF
POSTS
INCHES SQ FT FEET FEET INCHES EACH EACH SQ FT SQ FT EACH EACH EACH EACH EACH EACH
SPECIFIC NOTE(S):
(1)MOUNT BACK TO BACK.
(2)SIGN PANEL(S) TO BE MOUNTED ON LIGHT POLE, SIGNAL POLE OR EXISTING POST. SEE PROPOSED SIGNING AND STRIPING PLAN FOR MORE INFORMATION.
(3)EXISTING SIGN TO BE REMOVED WITH NO SIGN REPLACEMENT.
(4)EXISTING SIGN TO REMAIN IN PLACE.
(4)
S-145
KEEP RIGHT x
(2)OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
(4)
S-146
KEEP RIGHT x
(2)OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
(4)
S-147 KEEP RIGHT x
(2)OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
SUBTOTAL (S.P 180-102-020):73 1 701 12 14 2 14 2
S.P. 180-112-014
S-99 W12-1 KEEP LEFT OR KEEP RIGHT 36 x 36 4 SQ-CONC 2 1 1 9.00
S-100
R1-1 STOP 36 x 36
7 SQ-CONC 2 1 1
9.00
R1-4 ALL WAY 18 x 6 0.75
S-101 R1-1 STOP 36 x 36 7 SQ-CONC 2 1 1 9.00
R1-3P ALL WAY 18 x 6 0.75
(1)S-102
R1-1 STOP 36 x 36 7
SQ-CONC 2-1/2 1 1
9.00
R1-3P ALL WAY 18 x 6 7 0.75
R3-4 NO U-TURN 36 x 36 7 9.00
R4-7 KEEP RIGHT 24 x 30 7 5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
S-103 R1-1 YIELD 36 x 36 7 U-SOIL 1 1 3.90
S-104 R6-1R ONE WAY RIGHT 54 x 18 7 SQ-CONC 2 1 1 6.75
(1)S-105 R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 SQ-CONC 2 1 1 9.00
R3-7L LEFT LANE MUST TURN LEFT 36 x 36 7 9.00
S-106 R5-1 DO NOT ENTER 36 x 36 7 SQ-CONC 2 1 1 9.00
(1)S-107
R4-7 KEEP RIGHT 24 x 30 7
SQ-CONC 2-1/2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
R3-4 NO U-TURN 36 x 36 7 9.00
(1)S-108
R4-7 KEEP RIGHT 24 x 30 7
SQ-CONC 2-1/2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
R3-4 NO U-TURN 36 x 36 7 9.00
(3)S-109 RIGHT LANE MUST TURN RIGHT x 1
S-110 R3-8AC LEFT AND THRU LANE 36 x 30 7 U-SOIL 1 1 7.50
S-111 R6-1R ONE WAY RIGHT 54 x 18 7 SQ-CONC 2 1 1 6.75
S-112 R3-8ABCA DOUBLE LEFT, STRAIGHT AND RIGHT 66 x 30 7 U-SOIL 2 1 1
S-113 R1-1 STOP 30 x 30 7 SQ-CONC 2-1/2 1 1
6.25
R6-2R ONE WAY RIGHT 24 x 30 5.00
S-114 R3-8ABCD DOUBLE LEFT, STRAIGHT AND
RIGHT/STRAIGHT 72 x 30 7 U-SOIL 2 1 15.00
(1)S-115
R4-7 KEEP RIGHT 24 x 30 7
SQ-CONC 2-1/2 1 1
5.00
OM1-2 TYPE 1 OBJECT MARKER 18 x 18 4 2.25
R3-4 NO U-TURN 36 x 36 7 9.00
(3)S-144 DOUBLE LEFT TURN LANE x 1
SUBTOTAL (S.P. 180-112-014):17 182 1 1
TOTAL:116 1 1089 12 17 4 17 4 7 7
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
STRIPING TABULATIONS
127
PERMANENT PAVEMENT MARKINGS AND STRIPING O
ROADWAY STATION TO STATION
2582
4" SOLID LINE
MULTI-COMPONENT
4" BROKEN LINE
MULTI-COMPONENT
(1)
4" SOLID LINE
MULTI-COMPONENT
(WR)
4" BROKEN LINE
MULTI-COMPONENT
(WR) (1)
4" DOTTED LINE
MULTI-COMPONENT
(WR) (2)
4" SOLID LINE
MULTI-COMPONENT
GROUND IN
12" SOLID LINE
PAINT GROUND IN
24" SOLID LINE
PAINT GROUND IN
4" BROKEN LINE
MULTI-COMPONENT
GROUND IN (1)
6" DOTTED LINE
MULTI-COMPONENT
GROUND IN (2)
4" SOLID LINE
MULTI-COMPONENT
GROUND IN (WR)
6" SOLID LINE
MULTI-COMPONENT
GROUND IN (WR)
4" BROKEN
LINE
MULTI-COMP
ONENT
GROUND IN
(WR) (1)
24" SOLID
LINE
PREFORM
THERMO
GROUND IN
24" SOLID
LINE
PREFORM
THERMO
GROUND IN
CONTRAST
PAVEMENT
MESSAGE
PAINT
PAVEMENT
MESSAGE
PAINT
GROUND IN
PAVEMENT
MESSAGE
PREFORM
THERMOPLAS
TIC
CONTRAST
PAVEMENT
MESSAGE
PREFORM
THERMOPLAS
TIC GROUND
IN
CROSSWALK
PREFORM
THERMOPLAS
TIC GROUND
IN ENHANCED
SKID
RESISTANCE
(3)
WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE WHITE
LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT LIN FT SQ FT SQ FT SQ FT SQ FT SQ FT
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 2853 2853 51 123
RAMP E 1014+42 TO 1024+00 1640 1640 120
RAMP F 2003+00 TO 2012+03 1905 1905 92 408
RAMP H 2014+09 TO 2024+00 1847 1847
SUBTOTAL:8245 8245 51 215 528
S.A.P. 082-639-008
80TH ST 65+50 TO 71+64 80 48 617 40 85 59 47
SUBTOTAL:80 48 617 40 85 59 47
S.P. 180-102-020
80TH ST
71+64 TO 80+13 1226 140 745 37 190 62 31
80+13 TO 88+70 1757 54 452 28 186
88+70 TO 103+70 1415 716 104 661 69 279
103+70 TO 112+40 254 92 58 428 47
112+40 TO 141+00 1592 320 112 1270 233
SUBTOTAL:1226 140 5763 1128 365 3001 97 62 776
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 1204 313 153 302 72 186
SUBTOTAL:1204 313 153 302 72 186
TOTAL 1226 140 8245 80 48 6967 1441 518 3303 169 617 8245 40 51 85 62 962 59 262 528
NOTES:
(1) LENGTH DOES NOT INCLUDE GAPS. BROKEN LINE STRIPE IS A 10' STRIPE WITH A 30' GAP.
(2) LENGTH DOES NOT INCLUDE GAPS. DOTTED LINE STRIPE IS A 3' STRIPE WITH A 12' GAP ("CAT TRACKS" ARE 2' STRIPE AND 6' GAP).
(3) CROSSWALK BLOCKS ARE 24 SQ FT.
PAVEMENT STRIPING COLOR BREAKDOWN
ROADWAY STATION TO STATION
2582 2582
4" SOLID LINE MULTI-COMPONENT
(WR)
6" SOLID LINE MULTI-COMPONENT
GR (WR)
WHITE YELLOW TOTAL WHITE YELLOW TOTAL
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 1855 998 2853
RAMP E 1014+42 TO 1024+00 820 820 1640
RAMP F 2003+00 TO 2012+03 1065 840 1905
RAMP H 2014+09 TO 2024+00 912 935 1847
SUBTOTAL:4652 3593 8245
S.A.P. 082-639-008
80TH ST 67+50 TO 72+00 990 982 1972
SUBTOTAL:990 982 1972
S.P. 180-102-020
80TH ST
74+00 TO 80+13
80+13 TO 88+70
88+70 TO 103+70
103+70 TO 112+40
112+40 TO 141+00
SUBTOTAL:
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00
SUBTOTAL:
TOTAL 990 982 1972 4652 3593 8245
PAVEMENT MESSAGE AREA CALCULATION
ROADWAY STATION TO STATION
LEFT TURN ARROW
PAINT
(5)
TOTAL
PAINT
RIGHT TURN ARROW
PAINT GR
(4)
LEFT TURN ARROW
PAINT GR
(5)
TOTAL
PAINT GR
RIGHT TURN ARROW
THERMOPLASTIC
CONTRAST
(6)
LEFT TURN ARROW
THERMOPLASTIC
CONTRAST
(7)
TOTAL
THERMO
CONTRAST
RIGHT TURN ARROW
THERMOPLASTIC GR
(4)
LEFT TURN ARROW
THERMOPLASTIC GR
(5)
THRU/LEFT ARROW
THERMOPLASTIC GR
(8)
TOTAL
THERMO
GR
EACH SQ FT SQ FT EACH SQ FT EACH SQ FT SQ FT EACH SQ FT EACH SQ FT SQ FT EACH SQ FT EACH SQ FT EACH SQ FT SQ FT
S.P. 8205-159
RAMP G 1002+50 TO 1012+49 2 31 2 31 2 61 123
RAMP E 1014+42 TO 1024+00
RAMP F 2003+00 TO 2012+03 2 31 2 61 92
RAMP H 2014+09 TO 2024+00
S.A.P. 082-639-008
80TH ST 67+50 TO 72+00 2 39 1 20 59 2 31 1 16 47
S.P. 180-102-020
80TH ST
74+00 TO 80+13 4 62 62 2 31 31
80+13 TO 88+70 6 93 6 93 186
88+70 TO 103+70 4 62 14 217 279
103+70 TO 112+40 1 16 2 31 47
112+40 TO 141+00 7 109 8 124 233
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00 2 31 10 155 186
TOTAL 4 62 62 22 342 40 620 962 2 39 1 20 59 6 93 3 47 4 122 262
NOTES:
(4) STANDARD RIGHT TURN ARROW IS 15.45 SQ FT
(5) STANDARD LEFT TURN ARROW IS 15.45 SQ FT
(6) CONTRAST RIGHT TURN ARROW IS 19.06 SQ FT
(7) CONTRAST LEFT TURN ARROW IS 19.06 SQ FT
(8) STANDARD THRU/LEFT ARROW IS 30.09 SQ FT
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
12" SOLID
LINE YELLOW
CROSSHATCHING
12" SOLID
LINE WHITE
12" SOLID
LINE WHITE
WHEN "A" IS LESS THAN 4' NO
CROSSHATCHING REQUIRED.
45°
10" SOLID
LINE WHITE
"A"
10" SOLID
LINE WHITE
"A"
4" DOUBLE
LINE YELLOW
20'
20'
45°45°
20'
"A"
= DIRECTION OF TRAVEL
S
PEDESTRIAN CROSSWALK MARKINGS
(SEE NOTE 2)
1.5' MINIMUM
DISTANCE "H"
W
L
13'
12'
3.0'
3.0'
9'
11'
10'
2.0'
2.5'
2.5'
NOTES:
3.0'
3.5'
2.5'
3.0'
2.5'
(SEE NOTE 7)
2.5'
-
-
2.0'
2.0'
3.5'
-
-
3.5'
3.0'
CONTINENTAL
1.PAINTED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES.
2.A MINIMUM OF 1.5' CLEAR DISTANCE MUST BE LEFT ADJACENT TO THE CURB FACE. IF
LAST PAINTED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED.
3.ON 2-LANE 2-WAY STREETS, USE SPACING SHOWN FOR 11' INSIDE LANE
4.FOR DIVIDED ROADWAYS, ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE
MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER
LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY.
5.AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES
AS SHOWN.
6.THE BLOCKS SHALL BE PLACED SO THAT THEY ARE NOT LOCATED IN THE WHEEL PATH
OF THE VEHICLES.
7.THE BLOCKS SHALL BE MINIMUM OF 6' LONG AND AT LEAST AS LONG AS THE
TRUNCATED DOMES. FOR FANNED TRUNCATED DOMES THE BLOCKS SHALL BE AT LEAST
AS LONG AS APPROACHING SIDEWALK OR SHARED USE PATH.
8.THE ALTERNATE (W) AND (S) MAY BE USED WHEN BLOCKS LONGER THAN 6' (H) ARE
USED.
WIDTH OF
INSIDE
LANE (L)
WIDTH OF
PAINTED
AREA (W)
WIDTH OF
SPACE (S)
ALTERNATE
WIDTH OF
PAINTED
AREA (W)
ALTERNATE
WIDTH OF
SPACE (S)
SIGNAGE & STRIPING PLAN
STRIPING DETAILS
128
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
2" +/- 1"
2" +/- 1"
2" +/- 1"
2" +/- 1"
LEFT TURN LANE RIGHT TURN LANE
MODIFIED: 12 FEB 2025
2" +/- 1"2" +/- 1"
TURN LANE WITH ARROW MESSAGE
PUBLISHED BY OTE: 16 NOV 2021
50'
20'
30' - 80'
50'
NOTE:
END PAVEMENT
MARKINGS AT
BEGINNING OF
RADIUS
50'
200'
OR LESS
"L"
1/2
"L"
50'
30' - 80'
OVER 200'
20'
4" SOLID
LINE YELLOW
4" SOLID
LINE WHITE
4" SOLID
LINE WHITE
TURN LANE TURN LANE
TURN LANE TURN LANE
4" SOLID
LINE WHITE
4" SOLID
LINE WHITE
4" BROKEN OR
SOLID LINE
2" +/- 1"
2" +/- 1"
2" +/- 1"
2" +/- 1"
LEFT TURN LANE RIGHT TURN LANE
MODIFIED: 12 FEB 2025
2" +/- 1"2" +/- 1"
TURN LANE WITH DOTTED LINE EXTENSION
PUBLISHED BY OTE: 16 NOV 2021
50'
50'
NOTE:
END PAVEMENT
MARKINGS AT
BEGINNING OF
RADIUS
50'
50'
4" SOLID
LINE YELLOW
4" SOLID
LINE WHITE
4" SOLID
LINE WHITE
TURN LANE TURN LANE
TURN LANE TURN LANE
4" SOLID
LINE WHITE
4" SOLID
LINE WHITE
4" BROKEN OR
SOLID LINE
12'12'
4" DOTTED
LINE WHITE
4" DOTTED
LINE WHITE
4" DOTTED
LINE WHITE
SIGNAGE & STRIPING PLAN
STRIPING DETAILS
129
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\
C
3
D
\
1
3
1
4
8
1
C
7
0
6
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
7
:
5
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
NOTE:
MODIFIED: 12 FEB 2025PUBLISHED BY OTE: 16 NOV 2021
END PAVEMENT MARKINGS AT BEGINNING OF RADIUS
CHANNELIZED LEFT TURN LANE
4" BROKEN
LINE WHITE
4" SOLID
LINE WHITE
10" SOLID
LINE WHITE 4" DOUBLE
LINE YELLOW
4" SOLID
LINE WHITE
4" SOLID
LINE WHITE
4" BROKEN
LINE WHITE
4" SOLID
LINE YELLOW
4" DOUBLE
LINE YELLOW
4" BROKEN
LINE WHITE
4" SOLID
LINE YELLOW
4" SOLID
LINE WHITE
10" SOLID
LINE WHITE
"A"
10" SOLID
LINE WHITE
45°
20'
_
50'
MA
J
O
R
C
R
O
S
S
S
T
R
E
E
T
MI
N
O
R
C
R
O
S
S
S
T
R
E
E
T
A
8'-16'
50'50'
MINIMUM
100'
MINIMUM
A
TWO-WAY LEFT-TURN LANE
MODIFIED: __________
AREA =
1
5
S
Q
'
REM =
4
8
S
Q
'
PERIM
E
T
E
R
=
3
0
'
AREA =
1
5
S
Q
'
REM =
4
8
S
Q
'
PERIM
E
T
E
R
=
3
0
'
AREA =
1
5
S
Q
'
REM =
4
8
S
Q
'
PERIM
E
T
E
R
=
3
0
'
AREA
=
1
5
S
Q
'
REM
=
4
8
S
Q
'
PERI
M
E
T
E
R
=
3
0
'
AREA =
1
5
S
Q
'
REM =
4
8
S
Q
'
PERIM
E
T
E
R
=
3
0
'
AREA
=
1
5
S
Q
'
REM
=
4
8
S
Q
'
PERIME
T
E
R
=
3
0
'
PUBLISHED BY OTE: 26 SEPT 2024
LANE WIDTH
4"4"
TWO WAY LEFT TURN LANE
SECTION A-A
4" BROKEN
LINE WHITE
4" BROKEN
LINE YELLOW
4" SOLID
LINE YELLOW
DOUBLE
LINE YELLOW
4" SOLID
LINE WHITE
4" SOLID
LINE YELLOW
4"BROKEN
LINE YELLOW
4" SOLID
LINE YELLOW
SIGNAGE & STRIPING PLAN
STRIPING DETAILS
130
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
6
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
7
:
5
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
12' LANE 12' LANE
2" +/- 1"2" +/- 1"
4" SPACING
SECTION B-B
B B
50
'
C
Y
C
L
E
12
.
5
'
37
.
5
'
CL
CL
SHOULDERSHOULDER
TWO-LANE, TWO-WAY
MODIFIED: 12 FEB 2025PUBLISHED BY OTE: 26 SEPT 2024
4" BROKEN LINE YELLOW
LEFT EDGE 2" OF ℄ IN
DIRECTION OF TRAVEL
4" SOLID
LINE WHITE
4" BROKEN
LINE YELLOW
4" SOLID
LINE YELLOW
4" SOLID
LINE YELLOW
4" SOLID OR BROKEN
LINE YELLOW
4" SOLID
LINE WHITE 4" SOLID
LINE WHITE
1:
1
5
T
A
P
E
R
50'
1:
1
5
T
A
P
E
R
1:
1
5
T
A
P
E
R
1:
1
5
T
A
P
E
R
50'
RAILROAD CROSSING WITH TRUCK STOPPING LANE
MODIFIED: 12 FEB 2025
PASSINGNO
ZONE
RR
TRUCK
LANE
STOPPING
RR
SIGN LOCATION FOR REFERENCE ONLY.
15' (IF NO GATE ARM PRESENT)
GENERAL NOTE:
WHEN USED, A PORTION OF THE PAVEMENT MARKING SYMBOL
SHOULD BE DIRECTLY OPPOSITE THE ADVANCE WARNING SIGN (W10-1).
1
1
PUBLISHED BY OTE: 16 NOV 2021
GATE (OPTIONAL)
GATE (OPTIONAL)
24" SOLID
LINE WHITE
8'
2'
100'
2'
60'
16'
20'
24'
2'
4" SOLID
LINE YELLOW
4" BROKEN
LINE YELLOW
4" SOLID
LINE YELLOW
500'
MINIMUM
SOLID
YELLOW
LINE
10" DOTTED
LINE WHITE
4" SOLID
LINE WHITE
24" SOLID LINE WHITE.
15' FROM NEAREST RAIL
IF NO GATE ARM PRESENT
OR 8' PRIOR TO GATE ARM
10" DOTTED
LINE WHITE
4" SOLID
LINE WHITE
4" BROKEN
LINE YELLOW 4" SOLID
LINE YELLOW
500'
MINIMUM
SOLID
YELLOW
LINE
SIGNAGE & STRIPING PLAN
STRIPING DETAILS
131
S
S
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
X
X
X
X
C-D
C-D
1002+00 1003+00 1004+00 1005+00 1006+00
1007+00
1008+00
1009+00
TH 61/TH 10
MNDO
T
R
O
W
2 2
2
2
2 2
2
2
2
2
2
4
4
FO
O
D
GA
S
FO
O
D
S-
1
S-
4
S-
5
4
S
S
X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
X
X
X
X
X
X
X
X
X
X X X
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
1008+00 1009+00 1010+00 1011+00 1012+00 1013+001013+02.52
TH 61/TH 10
80
t
h
S
t
r
e
e
t
MNDOT ROW
COTTAGE GROVE
ROW
2
2
4
2
22
2
2
2
2
2
4
4
4
4
2
4
4
2
2
2
2 2
2
2
2
ONE WAY
ONE WAY
SPEED
LIMIT
30
ON
E
W
A
Y
ON
E
W
A
Y
PE
D
E
S
T
R
I
A
N
S
BI
C
Y
C
L
E
S
MO
T
O
R
I
Z
E
D
B
I
C
Y
C
L
E
S
NO
N
-
M
O
T
O
R
I
Z
E
D
TR
A
F
F
I
C
PR
O
H
I
B
I
T
E
D
WA
Y
WR
O
N
G
80
t
h
S
t
Gr
a
n
g
e
B
l
v
d
ONE WAY
ONE WAY
Sieben
Bridge
ON
L
Y
ON
L
Y
ON
L
Y
ON
L
Y
S-
5
S-
6
S-
7
S-
8
S-
9
S-
1
0
S-
1
1
S-1
2
S-
1
6
S-
1
3
S-14
S-15
S-17
S-18
S-19
S-20
S-21
S-23
2
4
2
4
4 4
4
4
4
4
4
4 4
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
8
:
3
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
13
3
RAMP G
SEE SHEET 136
R
R
LEGEND
INPLACE
SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
REMOVE SIGN SPECIAL
2
3
4
5
7
EXISTING
SIGNAGE & STRIPING PLAN
RAMP G
132
FEETSCALE
0 25 50
HORZ.
℄ RAMP G
℄ RAMP G
℄ 80TH ST WB
℄ 80TH ST EB
BEGIN S.P. 8205-159
RAMP G STA. 1002+82.24
S
S
S
S
XXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X
1013+59.50 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00
TH 61/TH 10
MNDOT ROW4
2
22
2
2
4
4
22
4
EM
E
R
G
E
N
C
Y
ST
O
P
P
I
N
G
ON
L
Y
PE
D
E
S
T
R
I
A
N
S
BI
C
Y
C
L
E
S
MO
T
O
R
I
Z
E
D
B
I
C
Y
C
L
E
S
NO
N
-
M
O
T
O
R
I
Z
E
D
T
R
A
F
F
I
C
PR
O
H
I
B
I
T
E
D
ONE WAY
ONE WAY
ON
E
W
A
Y
Sieben
Bridge
S-19
S-20
S-21
S-23
S-
2
4
S-
2
5
2
4
4
S
S
D
S
S
L
X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
>>
>>
>>
>>
>>
>>
1019+00 1020+00 1021+00 1022+00 1023+00 1024+00 1025+001025+00.96
TH 61/TH 10
TH 61/TH 10
MNDOT ROW
MNDOT ROW
2
2
4
S-
2
5
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
8
:
4
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
RAMP E
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
13
6
R
R
LEGEND
INPLACE
SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
REMOVE SIGN SPECIAL
2
3
4
5
7
EXISTING
SIGNAGE & STRIPING PLAN
RAMP E
133
FEETSCALE
0 25 50
HORZ.
℄ RAMP E
℄ 80TH ST EB
℄ RAMP E
END S.P. 8205-159
RAMP E STA. 1023+77.30
S
S
S
D
D
DD
S
S
S
S
XX
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
XXXXXXXXX
X
X
XXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
2002+00
2003+00
2004+00 2005+00 2006+00
2007+00
2008+00
2009+00
TH 61/TH 10
MNDOT ROW
MNDOT ROW
COT
T
A
G
E
G
R
O
V
E
R
O
W
2
2
2
2
2
2
2
22
2
2
2
2
G
r
a
n
g
e
B
l
v
d
8
0
t
h
S
t
FO
O
D
GA
S
FO
O
D
MIL
E126
EX
I
T
S-
2
6
S-
2
7
4
4
S
D
D
S
S
E-
D
F-D
F-D
F-D
H
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
XXXXXX
X
X
X
X
X
X
X
X
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-DF-DF-DF-DF-DF-DF-DF-D
F-
D
F-
D
F-
D
H H
C-D
C-
D
C-
D
C-
D
C-
D
H
2007+00
2008+00
2009+00 2010+00 2011+00 2012+00 2012+54.07
TH 61/T
H
1
0
80
t
h
S
t
r
e
e
t
Ramp
H
MNDOT
R
O
W
MNDO
T
R
O
W
2
2
2
2
2
4
3
22
2
2
2
2
4
4
YIE
L
D
ONE WAY
ONE WAY
ON
E
W
A
Y
PE
D
E
S
T
R
I
A
N
S
BI
C
Y
C
L
E
S
MO
T
O
R
I
Z
E
D
B
I
C
Y
C
L
E
S
NO
N
-
M
O
T
O
R
I
Z
E
D
TR
A
F
F
I
C
PR
O
H
I
B
I
T
E
D
WA
Y
WR
O
N
G
G
r
a
n
g
e
B
l
v
d
8
0
t
h
S
t
FO
O
D
GA
S
S-
2
7
S-
2
8
S-
3
0
S-31
S-
3
3
S-34
S-3
5
S-
2
9
S-37
SPEEDLIMIT35
4
4 4
4
4
2
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
4
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
4
9
:
0
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
RAMP F
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5
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LEGEND
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SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
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2
3
4
5
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EXISTING
SIGNAGE & STRIPING PLAN
RAMP F
134
FEETSCALE
0 25 50
HORZ.
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
RAMP H
SE
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B
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SE
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SE
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6
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LEGEND
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4
5
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EXISTING
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
80TH STREET
SEE SHEET 132
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SEE SHEET 135
SEE SHEET 134
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13
7
R
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LEGEND
INPLACE
SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
REMOVE SIGN SPECIAL
2
3
4
5
7
EXISTING
SIGNAGE & STRIPING PLAN
80TH STREET
136
FEETSCALE
0 25 50
HORZ.
℄ 80TH ST EB
℄ 80TH ST WB
℄ 80TH ST WB
℄ 80TH ST EB℄ RAMP F
℄ RAMP G
℄ RAMP E
80TH ST EB STA. 65+65.59
BEGIN S.A.P. 082-639-008
80TH ST EB STA. 71+64.41
BEGIN S.P. 180-102-020
END S.A.P. 082-639-008
80TH ST EB STA. 67+78.07
BEGIN S.A.P. 180-020-015
END S.A.P. 180-020-015
80TH ST EB STA. 70+25.61
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81+00
82+00 83+00 84+00 85+00 86+00 87+00
80+00
81+00
82+00 83+00 84+00 85+00 86+00 87+00
COTTAGE GROVE ROW (TYP.)
2 4
2 5
2 4
2
2 4 2 44
EXISTING DRAINAGE
AND UTILITY EASEMENT
HH H
E
H H
H
H
H H H
M
H
H
H
HH
H
M
MM H
HH
H H
H
H
G H
H E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DE-D E-D E-D
E-
D
E-
D
G-D G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
E-
D
E-
D
E-
D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-D
F-D
F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-
D
F-
D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-
D
F-
D
F-
D
F-D F-D F-D
C-D
C-D
C-D C-D C-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-DG-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-
D
G-
D G-
D
G-
D
E-D
E-D
C
E
CC
C
C
C C
H
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S SSS
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-D
E-
D
E-
D
E-
D
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B
F-B
F-B
F-B
E-BE-B
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-
B
F-
B
F-
B
F-
B
F-
B
F-B
F-
B
E-B
E-B
E-BE-BE-BE-BE-BE-BE-B
EEEEEEEEEE
GGGGGGGGG
G
G
EEE
E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-B
C-D
C-
D
C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-
D
F-
D
F-D F-D
F-
D
F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
SP
E
E
D
LI
M
I
T
35P
RI
G
H
T
TU
R
N
LA
N
E
P
S-
4
7
S-
4
8
S-
4
9
S-
5
1
S-115
S-
5
0
87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
88+00 89+00 90+00 91+00 92+00 93+00 94+00
Ha
r
d
w
o
o
d
Av
e
n
u
e
Ea
s
t
P
o
i
n
t
Do
u
g
l
a
s
R
o
a
d
COTTAGE GROVE ROW (TYP.)
2 4
2 4
2
2
2
4
4
4
SHEET
B
o
l
t
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n
&
M
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k
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c
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2
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,
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0
N
1
1
3
1
4
8
1
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C
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3
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3
1
4
8
1
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7
2
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g
12
/
1
1
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2
0
2
5
6
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0
:
0
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
13
6
SE
E
S
H
E
E
T
13
8
R
137
SEE SHEET 142
R
LEGEND
INPLACE
SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
REMOVE SIGN SPECIAL
2
3
4
5
7
EXISTING
F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
S
S
S
DD
D
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DF-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C
F-
D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-
D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D
C-D C-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
C
H
F-D F-D F-D F-D F-D F-D F-D F-DH
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
C
C
C
C
C
C H
H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
D
S
S
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D F-D
C-
D
C-
D
C-
D
C-
D
H
E
H
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
LE
F
T
TU
R
N
LA
N
E
STOP LE
F
T
TU
R
N
LA
N
E
LE
F
T
TU
R
N
LA
N
E
LE
F
T
TU
R
N
LA
N
E
LE
F
T
TU
R
N
LA
N
E
36
1
P
RI
G
H
T
TU
R
N
LA
N
E
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
AD
O
P
T
A
R
O
A
D
NE
X
T
0
.
5
M
I
L
E
S
Co
t
t
a
g
e
G
r
o
v
e
S
S
S
Sn
o
w
m
o
b
i
l
e
C
l
u
b
STOP
S-55
S-
5
7
S-
5
4
S-
5
8
S-
6
0
S-
5
2
S-
5
3
S-
5
6
S-
5
9
S-
1
1
9
S-
1
2
0
S-
1
2
1
S-
1
2
2
S-
1
2
4
S-
1
2
3
94+00 95+00
96+00 97+00 98+00 99+00 100+00 101+00
94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00
He
m
i
n
g
w
a
y
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
2 4
2 4
2 2
2
2 4
2 4 2 3
2
2
2 3
2
2 2
2 4
2
2 4 2
2
2 3
4
4
4
4
4
4
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
SS S
SS S S
D
E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
H
H
G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-D
F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D
C-
D
E-D E-D E-D E-D E-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
G-
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
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E-
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E-
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
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G-
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G-
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G-
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E-
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E-
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E-
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F-D F-D
F-
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F-
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F-
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F-
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F-
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C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
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HEMMINGWAY AVE S
80TH ST S
361
STOP
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TU
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2
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6
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2
7
S-
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8
S-
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101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
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2
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2
3
2
3
2
2
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2 4
2
UTILITY & SIDEWALK EASEMENT (TYP.)
SIDEWALK EASEMENT (TYP.)
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
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W
SE
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B
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13
7
SE
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13
9
138
R
R
LEGEND
INPLACE
SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
REMOVE SIGN SPECIAL
2
3
4
5
7
EXISTING
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-D F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
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E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-
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F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-
D
C-
D
C
F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
C-
D
C-
D
C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D F-D F-D F-D
F-
D
F-
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F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D
G-D
G-D G-D G-D G-D G-D
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D
E-D
E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
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G-
D
G-
D
G-
D
G-
D
G-
D
G-
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G-D
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D
SS
E
DD D
E-
D
E-
D
E-
D
E-
D
E-
D
H
M
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
H
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-
D
F-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D
E-D
E-
D
E-
D
E-
D
E-
D E-D E-D E-D E-D
E-
D
P
RE
S
I
D
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N
T
PA
R
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Y
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F
T
TU
R
N
LA
N
E
AH
E
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F
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TU
R
N
LA
N
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NO
R
I
G
H
T
TU
R
N
ON
R
E
D
WH
E
N
RI
G
H
T
TU
R
N
LA
N
E
P
S-
6
4
S-
6
5
S-66
S-
6
8
S-
6
7
S-
6
9
S-
1
2
9
S-
1
3
0
S-
1
3
1
S-
1
3
3
S-
1
3
4
PE
D
E
S
T
R
I
A
N
S
AR
E
P
R
E
S
E
N
T
108+00 109+00 110+00 111+00 112+00 113+00 114+00
108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
Av
e
n
u
e
Hi
n
t
o
n
Av
e
n
u
e
Ho
m
e
s
t
e
a
d
COTTAGE GROVE ROW (TYP.)
2
2 4
2
2
2
2
2 4
2 2
2 4
2 4
2 4
UTILITY & SIDEWALK EASEMENT (TYP.)UTILITY & SIDEWALK EASEMENT (TYP.)
4
4
4
4
4
2 34
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
W
S S
S
S S
S
D
D
W
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-D E-D E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-
D
G-D G-D G-D G-D G-D G-D
G-
D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
C
C
C
HH H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
D D
E E E E E E E E E E E E
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-BF-B F-B F-B F-B
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
HO
R
N
E
L
L
A
V
AR
E
P
R
E
S
E
N
T
CH
I
L
D
R
E
N
WH
E
N
SC
H
O
O
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SP
E
E
D
LI
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I
T
20
P
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F
T
TU
R
N
LA
N
E
ST
O
P
P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
RI
G
H
T
TU
R
N
LA
N
E
LE
F
T
TU
R
N
LA
N
E
PSTOP
S-
7
2
S-71
S-
7
3
S-
7
4
S-
7
6
S-
7
5
S-
7
7
S-
8
1
S-
8
0
S-
7
0
S-
7
8
S-
7
9
115+00 116+00 117+00 118+00 119+00 120+00 121+00
115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
Ho
m
e
s
t
e
a
d
Av
e
n
u
e
Ho
r
n
e
l
l
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
2 4
2 4
2 4
2 4
2 4
2 3
2 4
2 4
2 4
2 7
2 4 2 34
SHEET
B
o
l
t
o
n
&
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k
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I
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c
.
20
2
5
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A
l
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1
1
3
1
4
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1
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3
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1
3
1
4
8
1
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7
2
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12
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1
1
/
2
0
2
5
6
:
5
0
:
3
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
13
8
SE
E
S
H
E
E
T
14
0
139
R
R
LEGEND
INPLACE
SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
REMOVE SIGN SPECIAL
2
3
4
5
7
EXISTING
TRASH
HF
S
SS
F-D F-D F-D F-D F-D F-D
H
E-
D
E-
D
E-
D
H
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D G-D G-D G-D
C
C
C
H
S S
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-
D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
CC
H H H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D
G
G
E E E E E E E E E E
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
F-B F-B F-B F-B
E
F
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C
AR
E
P
R
E
S
E
N
T
CH
I
L
D
R
E
N
WH
E
N
SC
H
O
O
L
SP
E
E
D
LI
M
I
T
20
HO
R
N
E
L
L
A
V
AR
E
P
R
E
S
E
N
T
CH
I
L
D
R
E
N
WH
E
N
SC
H
O
O
L
SP
E
E
D
LI
M
I
T
20
P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
P
P P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
S-
8
2
S-
8
3
S-
8
4
S-
8
5
S-
8
7
S-
8
6
S-
8
8
S-
8
9
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00
Hy
n
e
s
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
2 4
2 4
2 4
2 4
2 2 4
2 5
4
2 34
S
S S
SS
H
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-
D
E-
D
E-
D
E-
D
H
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
D
CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D
F-D F-D F-D F-DCCC-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-DF-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D
G-
D
C
H H HE-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
P
P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
LE
F
T
TU
R
N
LA
N
E
P
IC
E
AR
E
N
A
BA
S
K
E
T
B
A
L
L
PA
R
K
I
N
G
NE
X
T
L
E
F
T
IC
E
A
R
E
N
A
NE
X
T
L
E
F
T
AC
T
I
V
I
T
Y
C
E
N
T
E
R
SE
C
O
N
D
L
E
F
T
S-
9
0
S-
9
1
S-
9
2
S-
9
3
S-
9
4
S-
1
3
5
S-
1
3
6
S-
1
4
6
129+00 130+00 131+00 132+00 133+00 134+00 135+00
129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00
Hy
n
e
s
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
2 4
2 4
2 4
2 4 2
2 4
2 4
2 34
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
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1
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3
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1
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3
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1
3
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12
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1
/
2
0
2
5
6
:
5
0
:
5
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
13
9
SE
E
S
H
E
E
T
14
1
140
R
R
LEGEND
INPLACE
SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
REMOVE SIGN SPECIAL
2
3
4
5
7
EXISTING
EE
E
E
E E
EE
E
E
E
S
S
S
S
D
E-
D
H
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
H
H U
H
M
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
D
S
CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D
E-D
E-D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D
C-
D
C-
D
H
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D
C-
D
C-
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C-
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C-
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C-
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C-
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C-
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C-
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C
C
F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-
D
G-
D
G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
C
C
H H H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
S
M
F-B F-B F-B F-B F-B F-B F-B
G
F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D
C-
D
C-
D
RI
G
H
T
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N
LA
N
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NO
ON
R
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S-
9
6
S-
9
8
S-
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5
S-
9
7
P
RE
S
I
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E
N
T
PA
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K
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L
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S-
1
3
7
S-
1
3
8
S-
1
3
9
S-
1
4
0
S-
1
4
1
S-
1
4
3
S-
1
4
7
S-
1
4
6
134+00 135+00 136+00 137+00 138+00 139+00 140+00 140+62.38
135+00 136+00 137+00 138+00 139+00 140+00 140+99.53
Hy
d
e
A
v
e
n
u
e
Id
e
a
l
A
v
e
n
u
e
COTTAGE GROVE ROW
80TH STREET EB STA 140+62.38
END S.P. 180-102-020
2 4
2 2 2
2 4
22
222
2
2 4
2
2 4
43
4
44
4
2 34
SHEET
B
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2
5
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3
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7
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/
1
1
/
2
0
2
5
6
:
5
1
:
1
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
S
H
E
E
T
14
0
141
R
LEGEND
INPLACE
SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
REMOVE SIGN SPECIAL
2
3
4
5
7
EXISTING
H
HH
H
H
M
H
H
S
DD
EE
D
DD
D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-
D
E-
D
E-
D
G-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
C-
D
C-
D
C-
D
C-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D
G-D G-D G-D
E-D E-D E-D E-D
E-D
E-D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-D E-D E-D E-D
E-
D
E-D E-D E-D
E-D E-D
E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
CHC
C
C C
H
S
S S
S
S
D
D
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E-
B
E-
B
F-
B
F-
B
F-
B
F-
B
F-
B
F-
B
G
G G
G
G
G
E E E E E
G G
G-
D
G-D
C
C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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F-D F-D F-D F-D F-D F-
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F-
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M
H
E
LE
F
T
MU
S
T
TU
R
N
LA
N
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LE
F
T
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F
T
TU
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N
LA
N
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ONE WAY
ST
O
P
AL
L
W
A
Y
ST
O
P
AL
L
W
A
Y
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D
STOP
ALL WAY
S-99
S-100
S-
1
0
1
S-
1
0
2
S-1
0
3
S-104
S-10
6
S-
1
0
7
S-
1
0
5
Ea
s
t
P
o
i
n
t
Do
u
g
l
a
s
R
o
a
d
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00 1+00 2+00
3+00 4+00
5+00
6+00
BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA 0+16.84
2 4
2 4
2 4
2 4
2 4
2 4
2 4 2 4 2 4
Gr
o
v
e
P
l
a
z
a
En
t
r
a
n
c
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H
HHH
H
H
H
H
M
MM
H
H
H
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E-D
E-D
H
PP
P
P
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H
HE-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
E-
D
E-
D
E-
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E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D F-D
F-D
F-D
F-D
F-D
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E-
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E-
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E-
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E-
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E-
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E-
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E-
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E-
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G-
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G-
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G-
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G-
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G-
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G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
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E-D
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E-D
E-D
E-D
E-D
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C-
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C-D
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C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
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C-D
C-D
C-D
C-D
C-D
F-D
F-D
F-D
F-
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F-D
F-D
F-D
F-D
F-D
C-D
C-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
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G-
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G-
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C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
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G-D
G-D
G-D
G-D
G-
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G-
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G-
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G-
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G-D
G-D
G-D
G-D
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F-D
F-D
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C-D
C-D
C-D
C-D
C-D
C-
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C-
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C
C
C
C C
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E-D
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E-D
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C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D E-D E-D E-D E-D E-D
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E-D
E-D
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F-
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F-
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F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
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E-B
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
ON
L
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ON
L
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L
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L
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L
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L
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L
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L
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L
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L
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ON
L
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TU
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N MU
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T
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H
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TU
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MU
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S-48
S-
1
0
8
S-111
S-113
S-
1
1
4
S-1
1
5
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0
9
S-
1
1
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S-
1
1
2
S-
1
4
4
89
+
0
0
90
+
0
0
91
+
0
0
90
+
0
0
80
t
h
S
t
r
e
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t
6+00
7+00
8+00
9+00
10+00
11+00
6+00
7+00
8+00
9+00
10+00
11+00
EAST POINT DOUGLAS ROAD NB STA 10+37.69
END S.P. 180-112-014
2 4
2
2
2 4
2 4
2 4
2 4
2 4
2 4
2 4
4
3
SHEET
B
o
l
t
o
n
&
M
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n
k
,
I
n
c
.
20
2
5
,
A
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1
1
3
1
4
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1
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3
1
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1
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7
2
5
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d
w
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12
/
1
1
/
2
0
2
5
6
:
5
1
:
3
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
EAST POINT DOUGLAS ROAD
FEETSCALE
0 25 50
HORZ.
EAST POINT DOUGLAS ROAD
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
13
7
142
LEGEND
INPLACE
SALVAGE SIGN
REMOVE SIGN
SALVAGE SIGN SPECIAL
REMOVE SIGN SPECIAL
2
3
4
5
7
EXISTING
R
R
S
S
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X
X
X
X
X
X
X
X
C-D
C-D
1002+00 1003+00 1004+00 1005+00 1006+00
1007+00
1008+00
1009+00
TH 61/TH 10
MNDO
T
R
O
W
X X
ON
L
Y
ON
L
Y
S-
1
S-
4
S-
6
S-
5
2 2 2 2
2
2
2
2
1
1
1
FO
O
D
GA
S
FO
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D
S
S
X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
G-D
G-D
G-D
G-D
G-D
G-D
G-D
X
X
X
X
X
X
X
X
X
X X X
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
1008+00 1009+00 1010+00 1011+00 1012+00 1013+001013+02.52
TH 61/TH 10
80
t
h
S
t
r
e
e
t
Ramp E
MNDOT
ROW
COTTAGE
GROVE ROW
ONE WAY
ONE WAY
ONE WAY
ONE WAY
SPEED
LIMIT
30
ON
E
W
A
Y
PE
D
E
S
T
R
I
A
N
S
BI
C
Y
C
L
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MO
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B
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C
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C
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NO
N
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M
O
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TR
A
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PR
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I
B
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80
t
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ON
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Y
ON
L
Y
ON
L
Y
ON
L
Y
S-
6
S-
5
S-
7
S-
8
S-
9
S-
1
0
S-
1
2
S-
1
1
S-15
S-
1
6
S-17
S-18
S-
1
3
S-14
S-19
S-20
S-21
S-23
1
1
1
22
1
1
1
1
1
1
1
1
1 1 1
1
1
ON
E
W
A
Y
Sieben
Bridge
1
1
SHEET
B
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&
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k
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c
.
20
2
5
,
A
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C
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0
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1
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1
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1
3
1
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1
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0
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/
1
1
/
2
0
2
5
6
:
5
2
:
2
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
14
4
RAMP G
SEE SHEET 147
R
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
PROPOSED
6SW
GW
6SY
GW
6SW
GW
6SW
GW
6SY
GW
SIGNAGE & STRIPING PLAN
RAMP G
143
FEETSCALE
0 25 50
HORZ.
℄ RAMP G
℄ RAMP G
℄ 80TH ST WB
℄ 80TH ST EB
24SW
GE
BEGIN S.P. 8205-159
RAMP G STA. 1002+82.24
W
G
W
G
W
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S
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X
X
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X X X X X X X X X X X X X X X X X X X X X X X X
1013+59.50 1014+00 1015+00 1016+00 1017+00 1018+00 1019+00 1020+00 1021+00
TH 61/TH 10
Ramp E
MNDOT ROW
MNDOT
ROW
ONE WAY
ONE WAY
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E
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ST
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Bridge
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>>
>>
1019+00 1020+00 1021+00 1022+00 1023+00 1024+00 1025+001025+00.96
TH 61/TH 10
TH 61/TH 10
MNDOT ROW
MNDOT ROW
S-
2
5
2
1
SHEET
B
o
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&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
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s
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1
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1
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w
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12
/
1
1
/
2
0
2
5
6
:
5
2
:
4
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
RAMP E
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
14
7
R
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
PROPOSED
6SW
GW
6SY
GW
6SW
GW
6SY
GW
SIGNAGE & STRIPING PLAN
RAMP E
144
FEETSCALE
0 25 50
HORZ.
℄ RAMP E
℄ 80TH ST EB
℄ RAMP E
END S.P. 8205-159
RAMP E STA. 1023+77.30
W
GE
S
S
S
D
D
DD
S
S
S
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G-
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X
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X
X
X
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2002+00
2003+00
2004+00 2005+00 2006+00
2007+00
2008+00
2009+00
TH 61/TH 10
MNDOT ROW
MNDOT ROW
COT
T
A
G
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F-D
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X
X
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E-
D
E-
D
E-
D
E-
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E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
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F-
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D
F-
D
F-
D
H H
C-D
C-
D
C-
D
C-
D
C-
D
H
2007+00
2008+00
2009+00 2010+00 2011+00 2012+00 2012+54.07
TH 61/T
H
1
0
80
t
h
S
t
r
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e
t
Ramp
H
MNDOT
R
O
W
MN
D
O
T
R
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O
W
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E
W
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B
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2
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,
A
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w
g
12
/
1
1
/
2
0
2
5
6
:
5
3
:
0
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
RAMP F
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SEE SHEET 147
SEE SHEET 147
SE
E
S
H
E
E
T
14
6
R
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
PROPOSED
6SW
GCW
6SY
GW
6SW
GW
6SY
GW
SIGNAGE & STRIPING PLAN
RAMP F
145
FEETSCALE
0 25 50
HORZ.
℄ RAMP F
℄ RAMP F
℄ 80TH ST EB
℄ 80TH ST WB
W
G
W
G
W
G
W
G
W
GE
S D
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S
S
S
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X
X
X
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F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
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F-D
F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-
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F-
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F-
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F-D
F-D
F-D
F-D
F-D
F-D
C-
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C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
H
2013+17.12 2014+00 2015+00 2016+00 2017+00 2018+00 2019+00 2020+00
80
t
h
S
t
r
e
e
t
MNDOT ROW
MNDOT ROW
MN
D
O
T
R
O
W
EM
E
R
G
E
N
C
Y
ST
O
P
P
I
N
G
ON
L
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PE
D
E
S
T
R
I
A
N
S
BIC
Y
C
L
E
S
MO
T
O
R
I
Z
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D
B
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C
Y
C
L
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S
NO
N
-
M
O
T
O
R
I
Z
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D
T
R
A
F
F
I
C
PR
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H
I
B
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T
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D
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3
6
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3
0
)
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81
1
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X
X
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2019+00 2020+00 2021+00 2022+00 2023+00 2024+00 2025+00
2025+82.70
TH 61/TH 1
0
MNDOT ROW
MNDOT ROW
2
SHEET
B
o
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&
M
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n
k
,
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c
.
20
2
5
,
A
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s
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c H:
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0
N
1
1
3
1
4
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1
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3
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3
1
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5
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d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
3
:
3
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
RAMP H
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
14
7
R
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
PROPOSED
6SW
GW
6SY
GW
6SW
GW
6SY
GW
SIGNAGE & STRIPING PLAN
RAMP H
146
FEETSCALE
0 25 50
HORZ.
℄ RAMP H
℄ RAMP H
℄ 80TH ST EB
D
SS
X
X
X
X
X
X
X
X
X
X X X X
G-
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G-
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G-
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G-
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G-
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G-
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G-
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G-
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G-
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G-
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G-
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G-
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X
X
X
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X
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X
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
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74+00
75+00 76+00 77+00
78+00
79+00
80+00
81+0074+00
75+00 76+00
77+00
78+00
79+00
80+00
81+00
MNDOT ROW
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M
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10
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W
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(3
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ZACH A. PARSONS
57761 12/09/2025
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
ZAP
JJO
80TH STREET
SEE SHEET 143
SE
E
B
E
L
O
W
SEE SHEET 144
SEE SHEET 146
SEE SHEET 145
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
14
8
R
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
PROPOSED
2
6
4SW
W
4SY
W
4SW
W
4SW 4BW
4SW
4BW
W
4BW
G
4SW
G
4SW
G
4BW
G
SIGNAGE & STRIPING PLAN
80TH STREET
147
FEETSCALE
0 25 50
HORZ.
℄ 80TH ST EB
℄ 80TH ST WB
℄ 80TH ST WB
℄ 80TH ST EB
W
GE
W
GE
4SW
W
4TW
W
4BW
4SW 4BW
4BW 4SW
W
W
W
G
W
G
W
G
W
G
24SW
G
W
24SW
GCE
24SW
GCE
W
80TH ST EB STA. 65+65.59
BEGIN S.A.P. 082-639-008
80TH ST EB STA. 71+64.41
BEGIN S.P. 180-102-020
END S.A.P. 082-639-008
4SW
GW
4BW
GW
4SY
W
W
C
W
C
W
G
W
C
W
G
80TH ST EB STA. 67+78.07
BEGIN S.A.P. 180-020-015
END S.A.P. 180-020-015
80TH ST EB STA. 70+25.61
HH H
HH
P
H
H
H
H
H
H
H
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C
CCH
C
C
C
C
S
S
S
S
S S SS
S
S
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D
EEEEEEEEE
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
EEEEEEEE
EEEEE
E
E
E
E
E
E
GGGGGG
G G G G
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
E
E
E
E
E
E
E
E
E
E
E
E-B E-B
E-BE-B
H
E-
D
E-D
E-D
E-
D
E-D
E-D E-D E-D
E-
D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
D
D
RI
G
H
T
TU
R
N
MU
S
T
RI
G
H
T
LA
N
E
(3
6
X
3
6
)
R3
-
7
R
STOP R1-1
30 X 30
ONE WAY R6-1R
36 X 12
R3
-
1
(3
6
X
3
6
)
10
J
CT
6
1
SE
M
I
TR
U
C
K
S
ON
L
Y
ON
L
Y
R3
-
8
A
B
(3
6
X
3
0
)
S-
4
3
S-
4
5
S-
4
2
S-44
S-
4
6
ONE WAYR6-1R
54 X 18 ONE WAY R6-1R
54 X 18
RI
G
H
T
TU
R
N
MU
S
T
RI
G
H
T
LA
N
E
(3
6
X
3
6
)
R3
-
7
R
S-116 S-117 S-118
(3
6
X
2
4
)
80+00
81+00
82+00 83+00 84+00 85+00 86+00 87+00
80+00
81+00
82+00 83+00 84+00 85+00 86+00 87+00
COTTAGE GROVE ROW (TYP.)
7
1
1
1
4SW
G
4SW
G
4BW
G
4BW
G
4SW
G
4SW
G
4TW
G
4BW
G
1
1 1
1
W
G
W
G
W
G
W
G
W
G
W
G
EXISTING DRAINAGE
AND UTILITY EASEMENT
HH H
E
H H
H
H
H H H
M
H
H
H
HH
H
M
MM H
HH
H H
H
H
G H
H E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DE-D E-D E-D
E-
D
E-
D
G-D G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
E-
D
E-
D
E-
D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
F-
D
F-D
F-D
F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-
D
F-
D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-
D
F-
D
F-
D
F-D F-D F-D
C-D
C-D
C-D C-D C-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-DG-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-
D
G-
D G-
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G-
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E-D
E-D
C
E
CC
C
C
C C
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E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S SSS
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-D
E-
D
E-
D
E-
D
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B
F-B
F-B
F-B
E-BE-B
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-
B
F-
B
F-
B
F-
B
F-
B
F-B
F-
B
E-B
E-B
E-BE-BE-BE-BE-BE-BE-B
EEEEEEEEEE
GGGGGGGGG
G
G
EEE
E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-B
C-D
C-
D
C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-
D
F-
D
F-D F-D
F-
D
F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
D
DR3
-
4
36
X
3
6
R4
-
7
24
X
3
0
OM
1
-
2
18
X
1
8
R3
-
4
36
X
3
6
R4
-
7
24
X
3
0
OM
1
-
2
18
X
1
8
P R8
-
3
(3
0
X
3
0
)
SP
E
E
D
LI
M
I
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R2
-
1
(3
0
X
3
6
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35
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(3
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RI
G
H
T
TU
R
N
MU
S
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RI
G
H
T
LA
N
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(3
6
X
3
6
)
R3
-
7
R
S-
4
7
S-
4
8
S-
5
0
S-
4
9
S-
5
1
S-115
R3
-
7
R
87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
88+00 89+00 90+00 91+00 92+00 93+00 94+00
Ha
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W
G W
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W
G
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12SW
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
14
7
SE
E
S
H
E
E
T
14
9
R
148
SEE SHEET 57
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
PROPOSED
F-D
F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
S
S
S
DD
D D
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-DF-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
H
H
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C
F-
D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
C
H
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DH
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
C
C
C
C
C
C
C H
H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
D
S
S
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D F-D
C-
D
C-
D
C-
D
C-
D
H
E
H
D
D D
D
D
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
36
X
3
6
R4
-
7
24
X
3
0
OM
1
-
2
18
X
1
8
STOP
P LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
AD
O
P
T
A
R
O
A
D
NE
X
T
0
.
5
M
I
L
E
S
Co
t
t
a
g
e
G
r
o
v
e
S
S
S
Sn
o
w
m
o
b
i
l
e
C
l
u
b
ON
L
Y
ON
L
Y
R3
-
8
A
B
(3
6
X
3
0
)
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
36
X
3
6
RI
G
H
T
TU
R
N
MU
S
T
RI
G
H
T
LA
N
E
(3
6
X
3
6
)
R3
-
7
R
36
1
S-
5
2
S-
5
3
S-
5
4
S-55
S-
5
6
S-
5
7
S-
5
8
S-
5
9
S-
6
0
R4
-
7
24
X
3
0
OM
1
-
2
18
X
1
8
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
36
X
3
6
R4
-
7
24
X
3
0
R4
-
7
24
X
3
0
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
36
X
3
6
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
36
X
3
6
S-
1
1
9
S-
1
2
0
S-
1
2
1
S-
1
2
2
S-
1
2
3
S-
1
2
4
R8
-
3
30
X
3
0
OM
1
-
2
18
X
1
8
OM
1
-
2
18
X
1
8
94+00 95+00
96+00 97+00 98+00 99+00 100+00 101+00
95+00 96+00 97+00 98+00 99+00 100+00 101+00
He
m
i
n
g
w
a
y
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
1
1
1
1
1
1 2
2
1 2
2
6
1 1
6
1
1
1
6
4BW
G
4BW
G
4SW
G 4SW
G
4SW
G
4SW
G
4SW
G
4SW
G
4TW
G
W
G
W
G
W
G
W
G
W
G
W
G
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
SS S
SS S S
D
E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
H
H
G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-D
F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D
C-
D
E-D E-D E-D E-D E-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C
C H
H
H
H H H
H
H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E
C C
H
D
AD
O
P
T
A
R
O
A
D
NE
X
T
1
.
4
M
I
L
E
S
Th
e
F
a
m
i
l
y
o
f
Je
n
n
i
f
e
r
J
o
h
n
s
o
n
ST
O
P
RI
G
H
T
TU
R
N
MU
S
T
RI
G
H
T
LA
N
E
HEMMINGWAY AVE S
80TH ST S
361
STOP
RI
G
H
T
TU
R
N
MU
S
T
RI
G
H
T
LA
N
E
(3
6
X
3
6
)
R3
-
7
R
S-
6
2
S-
6
1
S-
6
3
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
36
X
3
6
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
36
X
3
6
R4
-
7
24
X
3
0
R4
-
7
24
X
3
0
S-
1
2
5
S-
1
2
6
S-
1
2
7
S-
1
2
8
S-
1
4
2
S-
1
4
5
OM
1
-
2
(1
8
X
1
8
)
OM
1
-
2
(1
8
X
1
8
)
OM
1
-
2
(1
8
X
1
8
)
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
He
m
i
n
g
w
a
y
Av
e
n
u
e
He
m
i
n
g
w
a
y
Av
e
n
u
e
He
n
s
l
o
w
Av
e
n
u
e
S
COTTAGE GROVE ROW (TYP.)
1
2
6
1
16
2
2
1
1
4BW
G
4SW
G
4BW
G
UTILITY & SIDEWALK EASEMENT (TYP.)
SIDEWALK EASEMENT (TYP.)
W
G
24SW
G
12SW
G
W
G
6
1
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
3
1
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
5
:
1
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
14
8
SE
E
S
H
E
E
T
15
0
149
R
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
PROPOSED
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-D F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
H HFF
HEHF
FH
E
EE
E
E E
H
E
XXXXXXXX
S
S
S
D
D
CO
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-
D
F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-
D
C-
D
C
F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
C-
D
C-
D
C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D F-D F-D F-D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D
G-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D
E-D
E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
C
H
H H
HH
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D
SS
E
DD D
E-
D
E-
D
E-
D
E-
D
E-
D
H
M
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
H
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-
D
F-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D
E-D
E-
D
E-
D
E-
D
E-
D E-D E-D E-D E-D
E-
D
DDDD
P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
NO
R
I
G
H
T
TU
R
N
ON
R
E
D
WH
E
N
R9-3
(18 X 18)
PE
D
E
S
T
R
I
A
N
S
AR
E
P
R
E
S
E
N
T
(3
0
X
3
6
)
RI
G
H
T
TU
R
N
MU
S
T
RI
G
H
T
LA
N
E
(3
6
X
3
6
)
R3
-
7
R
P R8
-
3
(3
0
X
3
0
)
AR
E
P
R
E
S
E
N
T
CH
I
L
D
R
E
N
WH
E
N
S4
-
2
P
(2
4
X
1
0
)
SC
H
O
O
L
S4
-
3
P
(2
4
X
8
)
SP
E
E
D
LI
M
I
T
R2
-
1
(2
4
X
3
6
)
20
S-
6
4
S-
6
5
S-66
S-
6
8
S-
6
7
S-
6
9
S-
8
2
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
36
X
3
6
R4
-
7
24
X
3
0
R4
-
7
24
X
3
0
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
36
X
3
6
R4
-
7
24
X
3
0
R3
-
4
36
X
3
6
R4
-
7
24
X
3
0
SP
E
E
D
LI
M
I
T
R2
-
1
30
X
3
6
35
SC
H
O
O
L
EN
D
ZO
N
E
S5
-
2
24
X
3
0
(3
6
X
3
6
)
S1
-
1
S-
1
2
9
S-
1
3
0
S-
1
3
1
S-
1
3
2
S-
1
3
3
S-
1
3
4
R8
-
3
(3
0
X
3
0
)
AH
E
A
D
W1
6
-
9
P
(2
4
X
1
2
)
OM
1
-
2
(1
8
X
1
8
)
OM
1
-
2
(1
8
X
1
8
)
OM
1
-
2
(1
8
X
1
8
)
OM
1
-
2
(1
8
X
1
8
)
108+00 109+00 110+00 111+00 112+00 113+00 114+00
108+00 109+00
110+00
111+00 112+00 113+00 114+00 115+00
Av
e
n
u
e
S
Hi
n
t
o
n
Av
e
n
u
e
Ho
m
e
s
t
e
a
d
COTTAGE GROVE ROW (TYP.)
1
2
2
1
1
1
1 1 1 1
1
1
4BW
G
24SW
G
4BW
G
4SW
G
4SW
G
4SW
G
UTILITY & SIDEWALK EASEMENT (TYP.)UTILITY & SIDEWALK EASEMENT (TYP.)
W
G
W
G
12SW
G
24SW
G
W
G
61
1
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
W
S S
S
S S
S
D
D
W
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-D E-D E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-
D
G-D G-D G-D G-D G-D G-D
G-
D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
C
C
C
HH H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
D D
E E E E E E E E E E E E
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-BF-B F-B F-B F-B
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
D D
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
HO
R
N
E
L
L
A
V
P
ST
O
P
P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
STOP
R1-1 (30 X 30)
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
(3
6
X
3
6
)
R4
-
7
(2
4
X
3
0
)
PR8
-
3
(3
0
X
3
0
)
(2
4
X
2
4
)
AR
E
P
R
E
S
E
N
T
CH
I
L
D
R
E
N
WH
E
N
S4
-
2
P
(2
4
X
1
0
)
SC
H
O
O
L
S4
-
3
P
(2
4
X
1
0
)
SP
E
E
D
LI
M
I
T
R2
-
1
(2
4
X
3
6
)
20
R4
-
7
24
X
3
0
OM
1
-
2
18
X
1
8
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
(3
6
X
3
6
)
RI
G
H
T
TU
R
N
MU
S
T
RI
G
H
T
LA
N
E
(3
6
X
3
6
)
R3
-
7
R
PR8
-
3
(3
0
X
3
0
)
(3
0
X
5
4
)
S-
7
0
S-
7
2
S-71
S-
7
3
S-
7
4
S-
7
6
S-
7
5
S-
7
7
S-
7
8
S-
7
9
S-
8
1
S-
8
0
S-
8
2
R8
-
3
(3
0
X
3
0
)
R8
-
3
(3
0
X
3
0
)
OM
1
-
2
(1
8
X
1
8
)
115+00 116+00 117+00 118+00 119+00 120+00 121+00
115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
Ho
m
e
s
t
e
a
d
Av
e
n
u
e
Ho
r
n
e
l
l
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
1 11
1
6
1
11
1
1
1
4SW
G
4BW
G
4BW
G
4SW
G
4SW
G
W
G
W
G
W
G
W
G
61
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
3
1
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
5
:
3
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
14
9
SE
E
S
H
E
E
T
15
1
150
R
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
PROPOSED
TRASH
HF
S
S
SS
F-D F-D F-D F-D F-D F-D
H
E-
D
E-
D
E-
D
E-
D
H
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D G-D G-D G-D
C
C
C
C
H
S S
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
CC
H H H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D
G
G
E E E E E E E E E E
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
F-B F-B F-B F-B
E
F
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C
D
HO
R
N
E
L
L
A
V
P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
P
P
AR
E
P
R
E
S
E
N
T
CH
I
L
D
R
E
N
WH
E
N
S4
-
2
P
(2
4
X
1
0
)
SC
H
O
O
L
S4
-
3
P
(2
4
X
8
)
SP
E
E
D
LI
M
I
T
R2
-
1
(2
4
X
3
6
)
20
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
PR8
-
3
(3
0
X
3
0
)
(2
4
X
2
4
)
S-
8
3
S-
8
4
S-
8
7
S-
8
6
S-
8
8
S-
8
9
S-
9
0
R4
-
7
(2
4
X
3
0
)
R3
-
2
36
X
3
6
S-
1
3
5
R8
-
3
(3
0
X
3
0
)
S-
8
5
R8
-
3
(3
0
X
3
0
)
R8
-
3
(3
0
X
3
0
)
OM
1
-
2
(1
8
X
1
8
)
122+00 123+00 124+00 125+00 126+00 127+00 128+00
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00
Hy
n
e
s
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
7
1 1
1
1
1
1
4SW
G
4BW
G
W
G
W
G W
G
61
S
S S
SS
H
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-
D
E-
D
E-
D
E-
D
H
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
C
C
C
C
D
CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
F-D F-D F-DCCC-D C-D C-D
C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-DF-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D F-D
G-
D
C
H H HE-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
IC
E
A
R
E
N
A
NE
X
T
L
E
F
T
AC
T
I
V
I
T
Y
C
E
N
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E
R
SE
C
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PA
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A
BA
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E
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B
A
L
L
PA
R
K
I
N
G
NE
X
T
L
E
F
T
(3
6
X
3
0
)
R3
-
1
(3
6
X
3
6
)
P R8
-
3
(3
0
X
3
0
)
PR8
-
3
(3
0
X
3
0
)
R4
-
7
(2
4
X
3
0
)
S-
9
0
S-
9
1
S-
9
2
S-
9
3
S-
9
4
(3
0
X
3
6
)
(2
4
X
2
4
)
R4
-
7
24
X
3
0
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
(3
6
X
3
6
)
S-
1
3
5
S-
1
3
6
R8
-
3
(3
0
X
3
0
)
OM
1
-
2
(1
8
X
1
8
)
OM
1
-
2
(1
8
X
1
8
)
OM
1
-
2
(1
8
X
1
8
)
S-
1
4
6
128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00
129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00
Hy
n
e
s
Av
e
n
u
e
COTTAGE GROVE ROW (TYP.)
1
1
1
21
1
1 4SW
G
4SW
G
4SW
G
4BW
G
4BW
G
4BW
G
W
G
W
G
61
1
SHEET
B
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l
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&
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k
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.
20
2
5
,
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1
1
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2
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2
5
6
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5
6
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0
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
15
0
SE
E
S
H
E
E
T
15
2
151
R
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
PROPOSED
EE
E
E
E E
EE
E
E
E
S
S
S
S
D
E-
D
H
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
H U
H
M
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D
E-D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D
C-
D
C-
D
H
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
C
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-
D
G-
D
G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
C
H H H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
M
F-B F-B F-B F-B F-B F-B F-B
G
F-D
C-D
C-
D
C-
D
TU
R
N
NO
ON
R
E
D
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
ST
O
P
P
ID
E
A
L
A
V
RI
G
H
T
TU
R
N
MU
S
T
RI
G
H
T
LA
N
E
(3
6
X
3
6
)
R3
-
7
R
AR
E
P
R
E
S
E
N
T
CH
I
L
D
R
E
N
WH
E
N
S4
-
2
P
(2
4
X
1
0
)
SC
H
O
O
L
S4
-
3
P
(2
4
X
8
)
SP
E
E
D
LI
M
I
T
R2
-
1
(2
4
X
3
6
)
20
TU
R
N
NO
ON
R
E
D
R1
0
-
1
1
b
(3
6
X
3
6
)
(2
4
X
2
4
)
S-
9
5
S-
9
6
S-
9
7
S-
9
8
R4
-
7
(2
4
X
3
0
)
AC
T
I
V
I
T
Y
CE
N
T
E
R
R4
-
7
24
X
3
0
RI
G
H
T
TU
R
N
MU
S
T
RI
G
H
T
LA
N
E
(3
6
X
3
6
)
R3
-
7
R
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
(3
6
X
3
6
)
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
(3
6
X
3
6
)
P
SP
E
E
D
LI
M
I
T
R2
-
1
30
X
3
6
35
SC
H
O
O
L
EN
D
ZO
N
E
S5
-
2
24
X
3
0
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
S-
1
3
7
S-
1
3
8
S-
1
3
9
S-
1
4
0
S-
1
4
1
R8
-
3
(3
0
X
3
0
)
OM
1
-
2
(1
8
X
1
8
)
OM
1
-
2
(1
8
X
1
8
)
S-
1
4
7
OM
1
-
2
(1
8
X
1
8
)
135+00 136+00 137+00 138+00 139+00 140+00 140+62.38
140+99.53136+00
137+00
138+00 139+00 140+00
Hy
d
e
A
v
e
n
u
e
Id
e
a
l
A
v
e
n
u
e
COTTAGE GROVE ROW
80TH STREET EB STA 140+62.38
END S.P. 180-102-020
1 2 2 1 2
1
2
1
11
2
1
4SW
G24SW
G
4BW
G
4SW
G
16
W
G
W
G
W
G
12SW
G
12SW
G
24SW
G
6
1
1
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
3
1
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
6
:
1
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
S
H
E
E
T
15
1
152
R
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7 PROPOSED
H
HH
H
H
M
H
H
S
DD
EE
D
DD
D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-
D
E-
D
E-
D
G-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
C-
D
C-
D
C-
D
C-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D
G-D G-D G-D
E-D E-D E-D E-D
E-D
E-D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-D E-D E-D E-D
E-
D
E-D E-D E-D
E-D E-D
E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
CHC
C
C C
H
S
S S
S
S
D
D
D
E-
B
E-
B
F-
B
F-
B
F-
B
F-
B
F-
B
F-
B
G
G G
G
G
G
E E E E E
G G
G-
D
G-D
C
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-
D
F-
D
M
H
E
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
(3
6
X
3
6
)
LE
F
T
MU
S
T
TU
R
N
LA
N
E
LE
F
T
R3
-
7
L
(3
6
X
3
6
)
R5-1
(36
X
3
6
)
R3
-
4
36
X
3
6
R4
-
7
24
X
3
0
OM
1
-
2
18
X
1
8
ONE WAY
R6-1R
(54 X 18)
W12-1
(36 X 36)
YIELD
R1-2
(36 X 36 X 36)
ST
O
P
R1
-
1
(3
6
X
3
6
)
AL
L
W
A
Y
R1
-
3
P
(1
8
X
6
)
R4
-
7
24
X
3
0
OM
1
-
2
18
X
1
8
R3
-
4
36
X
3
6
ST
O
P
R1
-
1
(3
6
X
3
6
)
AL
L
W
A
Y
R1
-
3
P
(1
8
X
6
)
S-99
S-100
S-
1
0
1
S-
1
0
2
S-103
S-104
S-
1
0
5
S-10
6
S-
1
0
7
ON
L
Y
R3
-
8
A
D
(3
6
X
3
0
)
S-
1
0
9
STOP R1-1
(36 X 36)
ALL WAY R1-3P
(18 X 6)
Ea
s
t
P
o
i
n
t
Do
u
g
l
a
s
R
o
a
d
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00 1+00 2+00
3+00 4+00
5+00
6+00
BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA 0+16.84
1
1
1
1
1
1
11
1
4BW
G
4SW
G4BW
G
24SW
G
W
G
W
G
24SW
G
24SW
G
12SW
G 12SW
G
4TW
G
1
Gr
o
v
e
P
l
a
z
a
En
t
r
a
n
c
e
H
HHH
H
H
H
H
M
MM
H
H
H
S
E-D
E-D
E-D
H
PP
P
P
E
H
HE-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D F-D
F-D
F-D
F-D
F-D
F-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-
D
E-D
E-D
E-D E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
F-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-D
C-D
C-D
C-D
C-D
F-D
F-D
F-D
F-
D
F-D
F-D
F-D
F-D
F-D
F-D
C-D
C-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
G-
D
G-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
E-D
E-D
F-D
F-D
F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C
C
C
C C
C
H
E-D
E-D
E-D
E-D
E-D
E-D
E-D
S
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-
B
F-
B
F-
B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
E-B
E-B
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
D
ON
L
Y
ON
L
Y
ON
L
Y
ON
L
Y
ON
L
Y
ON
L
Y
ON
L
Y
R3
-
4
36
X
3
6
R4
-
7
24
X
3
0
OM
1
-
2
18
X
1
8
R3
-
4
36
X
3
6
R4
-
7
24
X
3
0
OM
1
-
2
18
X
1
8
ONE WAY
R6-1R(54 X 18)
(6
6
X
3
0
)
ONE
WAY R6-2R
(24 X 30)
STOP R1-1(30 X 30)
S-48
S-
1
0
8
S-111
S-113
S-
1
1
4
S-1
1
5
ON
L
Y
ON
L
Y
R3
-
8
A
C
(3
6
X
3
0
)
S-
1
1
0
S-
1
1
2
89
+
0
0
90
+
0
0
91
+
0
0
90
+
0
0
80
t
h
S
t
r
e
e
t
6+00
7+00
8+00
9+00
10+00
11+00
6+00
7+00
8+00
9+00
10+00
11+00
EAST POINT DOUGLAS ROAD NB STA 10+37.69
END S.P. 180-112-014
1
6
1
1
1
1
1
4SW
G
4TW
G
4BW
G
4TW
G
W
G
W
G
W
G
W
G
24SW
G
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
3
6
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
6
:
5
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAGE & STRIPING PLAN
EAST POINT DOUGLAS ROAD
FEETSCALE
0 25 50
HORZ.
EAST POINT DOUGLAS ROAD
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
14
8
153
LEGEND
F&I
INPLACE
INSTALL
INSTALL SIGN
SPECIAL
1
6
2
7
R
R
PROPOSED
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
1
.
d
w
g
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CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
80TH ST S80TH ST S
E P
O
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DOU
G
L
A
S
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HA
R
D
W
O
O
D
AV
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HI
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N
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S
HY
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E
A
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E
A
L
A
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TH
6
1
WP
PTZ
HANDHOLE
HANDHOLE SPECIAL
EQ.G CONNECTION
EVP CONFIRMATORY LIGHT
EVP DETECTOR
EVP DETECTOR AND CONFIRMATORY LIGHT
LUMINAIRE NO.
SIGNAL BASE NO.
SIGNAL FACE NO./FLASHER FACE NO.
WOOD POLE NO.
PAN TILT ZOOM CAMERA (PTZ)
FOR PLANS AND UTILITIES SYMBOLS SEE TECHNICAL
MANUAL
SYMBOLS
1
3
3-2
1
ACCESSIBLE PEDESTRIAN SIGNAL
ADVANCE WARNING FLASHER
COUNT DOWN
DETECTOR (PHASE 2, NO. 1)
DEGREES
DON'T WALK
EQUIPMENT GROUND
EMERGENCY VEHICLE PRE-EMPTION
FURNISH AND INSTALL
FLASH/FLASHING
FLASHING YELLOW ARROW
FLASHING YELLOW LEFT ARROW
GREEN LEFT ARROW
GREEN INDICATION
GROUND ROD
GREEN RIGHT ARROW
GREEN THRU ARROW
HANDHOLE
HIGH PRESSURE SODIUM
INDICATION
INTERMEDIATE METAL CONDUIT
INPLACE
INSULATED GROUND
JUNCTION BOX
LIGHT EMITTING DIODE
LUMINAIRE
NEUTRAL
NONMETALLIC CONDUIT
PEDESTRIAN INDICATION (PHASE 1, NO.1)
PUSH BUTTON
PUSH BUTTON (PHASE 2, NO. 1)
PHOTOELECTRIC CELL
PEDESTRIAN
POLYVINYL CHLORIDE (CONDUIT)
RED INDICATION
REMOVE AND SALVAGE
RED LEFT ARROW
RIGID STEEL CONDUIT
SALVAGE AND INSTALL
SOURCE OF POWER
SPARE
STATION
WALK
YELLOW INDICATION
YELLOW LEFT ARROW
YELLOW RIGHT ARROW
APS
AWF
C.D.
D2-1 (e.g.)
DEG
DWK
EQ.G
EVP
F&I
FL
FYA
FYLA
GLA
GRN
GR. RD.
GRA
GTA
HH
HPS
IND
IMC
INP
INS. GR.
JB
LED
LUM
NEU
NMC
P1-1 (e.g.)
PB
PB2-1 (e.g.)
PEC
PED
PVC
RED
R&S
RLA
RSC
S&I
SOP
SPR
STA
WLK
YEL
YLA
YRA
ABBREVIATIONS
SIGNAL PLAN
TITLE SHEET
154
ST. PAUL
PLATE NO.
Mn/DOT
PLATE NO.STANDARD DETAIL
7038A DETECTABLE WARNING SURFACE TRUNCATED DOMES
8106D EQUIPMENT PAD B (3 SHEETS)
8110E TRAFFIC SIGNAL BRACKETING (POLE MOUNTED)
8111E TRAFFIC SIGNAL BRACKETING (PEDESTAL MOUNTED)
8112I PEDESTAL FOUNDATION (TRAFFIC CONTROL SIGNALS)
8122F PEDESTAL & PEDESTAL BASE (FOR TRAFFIC CONTROL SIGNALS SUPPORT)
8124A POLE AND MAST ARM TYPE TS FOR MAST ARM LENGTHS 15' TO 55' (12 SHEETS)
8129A SHIM AND WASHER (TRAFFIC CONTROL SIGNALS AND ROADWAY LIGHTING)
5121 TRANSFORMER POLE BASE
5122 POLE AND MAST ARM - LUMINAIRES & TRAFFIC LIGHTS ASSEMBLY (FOR ALL POLE TYPES) (2 SHEETS)
5123 POLE FOUNDATION (PA85 & PA90 & PA100)
5-297.861 POLE FOUNDATION TYPE TS 02-21-2024
5-297.869 350 ATCC AND SSB CABINET EQUIPMENT PAD - CAST IN PLACE 02-22-2022
5-297.885 ACCESSIBLE PEDESTRIAN SIGNAL (APS)02-21-2024
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H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sid001A.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
155
5-297.869
PLAN
STANDARD
1 OF 1
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
THOMAS STYRBICKIREVISED:
02-22-2022APPROVED:
350 ATCC AND SSB CABINET EQUIPMENT PAD
CAST IN PLACE
BRIAN SORENSON
STATE TRAFFIC ENGINEER
OFFICE OF TRAFFIC ENGINEERING
CABINET
350 ATC
5
11"
2
SERVICE CONDUCTORS TO SOP
2" CONDUIT AND SIGNAL
2
STRANDED GROUNDING CONDUCTOR
6 AWG GREEN INSULATED
1" PVC CONDUIT
1
INTERSECTION LAYOUT.
TO HANDHOLE. SEE
LUMINAIRE CABLES
2" CONDUIT AND
REAR DOOR
FRONT DOOR
20"
14"
10"
TERMINATION VENTS
1" PVC PIPE WITH
4
CHAMFERED END
8"
9'
CABINET
350 ATC 11.5"
CABINET
SSB
GROUND LINE
PAD
CONCRETE
12" CONCRETE PAD
3'4'
CABINET
SSB
9"
(3' X 9')
3'
4" CONCRETE WALK
PLAN VIEW
SSB CABINET BASE TEMPLATE
ANCHOR ROD DETAIL
WET CAST
FRONT VIEW
SIDE VIEW
11"
2"
FRONT DOOR (TYP)
SIGNAL CABINET
REAR DOOR (TYP)
SIGNAL CABINET
9"
9"
3'
3'
CAP BOTH ENDS
2" CONDUIT STUB OUT
CABINET (TYPE SSB)
SIGNAL SERVICE
CAP BOTH ENDS
2" CONDUIT STUB OUT
CAP BOTH ENDS
3" CONDUIT STUB OUT
(PHONE LINE/FIBER)
OUT, CAPPED
1½" CONDUIT STUB
TERMINATION VENTS
1" PVC DRAIN PIPE WITH
1
GR.RD.
GR.RD.
14¾"
18½"
14¾"
40½"32½"9¾"
3
¾" DIAMETER
2"`½"
GALVANIZED
LENGTH
8" FULL
AND 2" O.D. WASHER
GALVANIZED NUT
4
¾" DIAMETER
O.D. WASHER
NUT AND 2"
GALVANIZED
LENGTH
4" THREAD
1"X2" SLOT (TYP)
NOTES:
5
GROUND LINE
12" MAXIMUM
SUBBASE IN ACCORDANCE WITH SPEC. 3149
6" COMPACTED LAYER OF GRANULAR
LONG GROUND ROD
⅝" DIAMETER X 10'
SUBBASE IN ACCORDANCE WITH SPEC. 3149
6" COMPACTED LAYER OF GRANULAR
JOINT FILLER
PREFORMED
4" CONCRETE WALK
JOINT FILLER
PREFORMED
5" MAXIMUM
STEP 4½" MINIMUM
9"
FRONT VIEW DETAIL.
NOT SHOWN ON
OF THE CABINET.
TOWARD THE BACK
3" CONDUITS. PLACE
3
PROJECTION (TYP)
2"-3" CONDUIT
2
14"
0"
3"
5"
16"
18"
25"
27"
30"
0"3"
1¾
"
12
"
14
"
36
"
34
¼
"
33
"
(TYP)
SLOT
1"x2"
DIVIDER
CABINET
(3' X 9')
0"2"8"
20
"
0"
26"
0"
4"
22"
26"
15¼"
CONCRETE PAD ANCHOR ROD LOCATIONS
5
4
3
2
1
(48V DC)
2"
2"(COMMS)
11.5"
8"
8"
350 ATC CABINET BASE TEMPLATE
8"8"
22¼"
3¾"
24
½
"
36
½
"
42
½
"
44
½
"
SYSTEM ROD DETAIL
ADHESIVE ANCHORING
SPEC. 3385 TYPE A OR TYPE B SPEC. 3385 TYPE A OR TYPE B
FLUSH WITH THE TOP AND SIDE OF THE PAD AND PROTECT FROM CONCRETE INTRUSION BEFORE CONCRETE PLACEMENT OPERATIONS.
EACH END OF THE PIPE. PROVIDE PVC TERMINATION VENTS WITH A STAINLESS STEEL SCREEN. ENSURE THE TERMINATION VENT SCREEN AND PIPE ARE
FURNISH AND INSTALL A DRAIN IN THE PAD USING 1" SCHEDULE 40 PVC PIPE. PLACE PVC TERMINATION VENT SCREEN DESIGNED FOR PVC PIPE AT
UNDER SIGNALS/PEDESTRIAN PUSHBUTTONS AND MOUNTING HARDWARE.
INCLUDING CURE TIME AND GEL TIME BASED ON CONCRETE TEMPERATURE. USE AN APPROVED ADHESIVE ANCHORING SYSTEM LISTED ON MnDOT'S APL
MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS FOR ¾"\ RODS. FOLLOW THE ADHESIVE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS
PAD AT THE LOCATIONS SHOWN ON THE ANCHOR ROD LOCATION DETAIL. DRILL THE HOLES TO THE DIAMETER SIZE SHOWN IN THE ADHESIVE
ADHESIVE ANCHORING SYSTEM. WHEN USING THE ADHESIVE, FULLY INSERT THE ¾"\ X 8" LONG ANCHOR RODS INTO 6" DEEP DRILLED HOLES IN THE
ANCHOR ROD DETAIL IF WET-CASTING ANCHORS IN CONCRETE. FURNISH AND INSTALL ANCHOR RODS SHOWN ON THE ANCHOR ROD DETAIL IF USING AN
SET ANCHOR RODS IN THE CONCRETE PAD WITH A 2" TO 2¼" PROJECTION ABOVE THE PAD. FURNISH AND INSTALL ANCHOR RODS SHOWN ON THE
THE CABINETS, CONDUITS, AND ANCHOR RODS. 350 BASE OPENINGS FOR TEMPLATE ARE SMALLER THAN THE ACTUAL BASE OPENINGS.
USE TEMPLATES WITH THE DIMENSIONS SHOWN INCLUDING OPENINGS, DIVIDERS, AND ANCHOR ROD HOLES AS A GUIDE TO ENSURE PROPER PLACEMENT OF
ENSURE CONDUITS ARE NOT PLACED DIRECTLY UNDER ANCHOR ROD LOCATIONS.
CONDUIT SIZE, QUANTITY, AND DIRECTION MAY VARY. FURNISH AND INSTALL CONDUITS AS SPECIFIED ON THE INTERSECTION LAYOUT PLAN SHEET.
GROUND ROD IS LOCATED WITHIN THE SPECIFIED DISTANCE MENTIONED, BOND THE GREEN INSULATED 6 AWG CONDUCTOR TO THAT GROUND ROD.
AND PULL A GREEN INSULATED 6 AWG CONDUCTOR IN THE CONDUIT GOING TO THAT HAND HOLE. IF THE REQUIRED TRAFFIC SIGNAL POLE HANDHOLE
PAD, THE SUPPLEMENTAL GROUND ROD MAY BE PLACED IN THAT HANDHOLE. USE A 12' GROUND ROD IN THE HAND HOLE INSTEAD OF A 10' GROUND ROD
TRAFFIC SIGNAL SYSTEM HAND HOLE IS LOCATED AT LEAST 6' APART AND NO MORE THAN 10' APART FROM THE GROUND ROD LOCATED IN THE EQUIPMENT
FURNISH AND INSTALL 10' GROUND ROD ELECTRODES, 6 AWG GREEN INSULATED COPPER CONDUCTOR, AND EXOTHERMIC WELDED CONNECTIONS. IF A MnDOT
PLACE A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH THE GROUNDING ELECTRODE SYSTEM DETAIL ON STANDARD PLATE 8106 SHEET 3 EXCEPT
INTERFERENCE WITH THE INSTALLATION OF THE ANCHOR RODS.
ENSURE THE CONDUITS FULLY ENCASED IN CONCRETE FROM ONE CABINET TO THE OTHER ARE PLACED AT THE CORRECT DEPTH AND LOCATION TO AVOID
3" MINIMUM CLEAR REQUIRED BETWEEN THE TOP AND BOTTOM SURFACES OF THE PAD AND THE OUTSIDE OF THE CONDUIT.
THE PAD FOR PROPER DRAINAGE.
IF THE SITE CONDITIONS REQUIRE THE PAD TO BE PLACED ON A SLOPE, INCREASE THE THICKNESS OF THE PAD BY 6". SHAPE THE TERRAIN AROUND
STANDARD PLATES.
FOUNDATIONS. DO NOT USE NON-METALLIC FIBERS AS A SUBSTITUTE FOR THE REQUIRED REINFORCEMENT IN ACCORDANCE WITH THE POLE FOUNDATION
FOR CONCRETE WALK, USE CONCRETE MIX 3G52. 3G52 CONCRETE MIX WITH NON-METALLIC FIBERS MAY BE USED FOR THE CONCRETE WALK AND POLE
FIBERS MANUFACTURER'S INSTRUCTIONS AND CONTRACT DOCUMENTS.
APL UNDER CONCRETE "NONMETALLIC FIBERS (BRIDGE APPLICATIONS)." ADD FIBERS TO THE CONCRETE MIX IN ACCORDANCE WITH THE NON-METALLIC
FOR THE EQUIPMENT PAD, USE CONCRETE MIX 3G52 WITH APPROVED MACRO NON-METALLIC FIBERS FOR REINFORCEMENT. THESE ARE LISTED ON MnDOT'S
SEE INTERSECTION LAYOUT FOR CABLE INFORMATION.
108"
DENOTES DEVIATION FROM STANDARD PLAN
AND FITTINGS FOR A DRAING IN THE PAD.
INTRUSION BEFORE CONCRETE PLACEMENT OPERATIONS. DO NOT USE ELECTRICAL CONDUIT
CAPS WITH STAINLESS STEEL SCREEN INSIDE THE COUPLINGS. PROTECT FROM CONCRETE
SIDE OF THE PAD AND FURNISH AND INSTALL PREMANUFACTURED PVC TERMINATION VENT
STANDARD 61. PLACE COUPLINGS AT BOTH ENDS OF THE PIPE, FLUSH WITH THE TOP AND
STANDARD 61 OR SDR-26 ASTM D 1784, ASTM D2241 NSF STANDARD 14, AND NSF
ACCORDANCE WITH DWV PIPE ASTM D 1785, ASTM D 2665 NSF STANDARD 14, AND NASF
FURNISH AND INSTALL A DRAIN IN THE PAD USING 1" PVC PIPE AND FITTINGS IN
5
*
*
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CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sid001.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
GRADE 5
7/16" X 2"
LOCKING BOLTS
JAM NUT
BY POLE MFG"R.
1/2" DIMPLE (2)
NIPPLE
CLOSE
O RING
FLANGE
MEMBER
SUPPORTING
BUSHING
HOLE
MOUNTING
7/16"
HOLE
MOUNTING
7/16"
BOLT CIRCLE
4-3/4" DIA.
9-
1
/
2
"
1"
3-
3
/
4
"
1"
5-3/4"
3-
3
/
4
"
SEAL
O-RING
WIREWAY
PVC
4-3/4"
NOM.
1-1/2"
PIPE NIPPLE
STAINLESS STEEL
SCHEDULE 80
1-1/2" HEAVY
HOLES
THREADED
(4) 15/32"
TUBE
PVC
5-1/2"
POLE MFG'R.
POLE HUB BY
C
5-3/4"
4-3/4"
BOLTS 1/2"
LOCKING
WASHER
1/2" LOCK
1/2" NUT
(BY POLE MFG'R.)
1/2" DIMPLE (2)
NOM.
1-1/2"
PIPE
STAINLESS STEEL
SCHEDULE 80
1-1/2" HEAVY
MFG'R.)
(BY POLE
POLE HUB
MFG'R.)
(BY POLE
POLE
HOLES
THREADED
(4) 1/2"
SIGNAL MOUNT)
HOLES (FOR
1" SLOTTED
(4) 7/16" X
FLANGE
COATED WITH ANTI-SEIZE COMPOUND.
ALL THREADED SURFACES TO BENOTE:
PIPE
3 1/2"
THREADED HUB AND FLANGE POLE ADAPTER
EXTENDED THREADED POLE ADAPTER
BOLT ON HUB & FLANGE
TOP VIEW
MAST ARM
12
'
-
8
"
9'
-
6
"
3'
-
2
"
PL
U
M
B
I
Z
E
R
M
O
U
N
T
A
N
G
L
E
MOUNT CAP
ANGLE & STRAIGHT
NOT TO SCALE
BASE
BOTTOM OF
TYPICAL SIGNAL POLE MOUNTING
ADAPTER
FLANGE POLE
THREADED HUB &
SE
C
T
I
O
N
H
E
A
D
S
WI
T
H
4
US
E
S
P
A
C
E
R
S
3'
-
6
"
AB
O
V
E
L
A
N
D
I
N
G
UNIT W/SIGN
PUSHBUTTON
PEDESTRIAN
ACCESSIBLE
PUSHBUTTON
PEDESTRIAN
MOUNT ADAPTOR
BUTTON POLE
APS PUSH
27
"
MI
N
WIRE
HOLE FOR
DRILL 1/2"
ADAPTERS
THREADED POLE
USE EXTENDED
HEAD ASSEMBLIES
SECTION CLUSTER
WHEN MOUNTING 5
1"
1"
PVC WIREWAY
1"
7-
1
/
2
"
2-3/4"
O-RING SEAL
SIDE VIEW
INSERT
THREADED
FOR BLIND
HOLES (2)
DRILL 25/64"
BOTTOM OF BASE
PUSHBUTTON
PEDESTRIAN
3'
-
6
"
10
'
-
0
"
3-
2
"
NOT TO SCALE
MOUNT CAP
STRAIGHT
ANGLE/
PL
U
M
B
I
Z
E
R
MO
U
N
T
ST
R
A
I
G
H
T
AB
O
V
E
S
I
D
E
W
A
L
K
WIRE
HOLE FOR
DRILL 1/2"
14' PEDESTAL MOUNTING
SE
C
T
I
O
N
H
E
A
D
S
WI
T
H
4
US
E
S
P
A
C
E
R
S
UNIT W/SIGN
PUSHBUTTON
PEDESTRIAN
ACCESSIBLE
INSERT & SPACERS
BLIND THREADED
HOLES (3) FOR
DRILL 25/64"
MOUNTING SPACERS
APS PUSHBUTTON
14
'
-
2
"
14
'
-
0
"
15
'
-
5
"
PVC WIREWAY
O-RING SEAL
WHEEL
WITH GRINDING
TO PROPER LENGTH
FIELD CUT ROD
DRILL FOR HOLE
BUSHING, USE 1"
1" OD X 3/4" ID
REMOVE HOLE TEMPLATES
FIELD POSITON SUPPLIED
3/8" SS THREADED ROD
SEE STANDARD PLATE NUMBER 8124A FOR ADDITIONAL SIGNAL POLE DETAILS.
NOTES:
BOTTOM OF BASE
PUSHBUTTON
PEDESTRIAN
3'
-
6
"
10
'
-
0
"
1'
10
'
-
0
"
11
'
-
0
"
NOT TO SCALE
MOUNT CAP
STRAIGHT
ANGLE/
PL
U
M
B
I
Z
E
R
MO
U
N
T
ST
R
A
I
G
H
T
AB
O
V
E
S
I
D
E
W
A
L
K
WIRE
HOLE FOR
DRILL 1/2"
10' PEDESTAL MOUNTING
UNIT W/SIGN
PUSHBUTTON
PEDESTRIAN
ACCESSIBLE
INSERT & SPACERS
BLIND THREADED
HOLES (3) FOR
DRILL 25/64"
MOUNTING SPACERS
APS PUSHBUTTON
AND ADVANCED EVP SENSOR
USED FOR PED HEAD
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
156
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CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sid002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
PTZ CAMERA EXTENSION ATTACHMENT
6' LUMINAIRE DAVIT
OPTIONAL BACKSIDE
AND PLATE
AIR TERMINAL
WITH COVER
3"X5" ACCESS OPENING
PER LUMINAIRE
MAX 2 CAMERAS
DAVIT ARM
9' LUMINAIRE
2'-4' FROM END OF DAVIT
FROM END OF DAVIT
MOUNTED AT 2' AND 4'
DETECTION CAMERAS
LUMINAIRE VIDEO
WHERE REQUIRED
CORE DRILL FOR CONDUIT
OR INPLACE)
(DEPARTMENT FURNISHED
CONTROL CABINET
PROPOSED SIGNAL
2
W/6-SM F/O
CONDUIT
4
5
3
2
1
NOTES:
THE END OF THE CABLE WITH UNSHIELDED RJ-45 (T-568B) CONNECTORS.
BETWEEN THE SIGNAL CONTROL CABINET AND THE TOP OF THE POLE. TERMINATE
F&I ETHERNET CABLE IN ACCORDANCE WITH 3815.2C.6.d (CAT 5E),
RJ45 PLUG AS SHOWN ON THE IP CAMERA CONNECTOR STANDARD PLAN.
USE THE 20 INCH CABLE PIGTAIL SUPPLIED WITH THE CAMERA TO TERMINATE A
TRANSITION THE LIGHTNING PROTECTION CONDUCTOR INSIDE THE POLE.
INTO THE POLE. F & I A 3/4 INCH CORD GRIP TYPE FITTING INTO THE HOLE TO
USE THE 3/4 COUPLING (DONE BY MFG) NEAREST THE CAMERA TO FEED THE CORD
HAND HOLE AS SHOWN.
WITHOUT SPLICES FROM THE AIR TERMINAL TO THE 5/8 INCH DIA. GROUND IN THE
NET WEIGHT 215 LBS PER 1000 FEET. CONNECT THE LIGHTNING PROTECTION CONDUCTOR
32 STRANDS OF 17 AWG COPPER WIRE, BRAIDED SMOOTH TWIST, 65,500 CIRCULAR MILS,
F AND I 7/16 INCH DIA. LIGHTING PROTECTION CONDUCTOR MEETING THE FOLLOWING:
LIGHTNING PROTECTION CONDUCTOR IN PLACE.
THREADS INTO THE TOP OF TEH CONDUCTOR AND BOLTS OR SET SCREWS HOLD THE
BASE CONNECTOR INTENDED FOR "LESS ADAPTER" TYPE AIR TERMINALS. AIR TERMINAL
F & I AN NRTL LISTED BRASS, TINNED BRASS OR BRONZE HEX STRAIGHT VERTICAL
(DEPARTMENT FURNISHED)
INSTALL CAMERA & MOUNT
1MIN 12"
CONDUCTOR (INSIDE POLE)
LIGHTNING PROTECTION
TERMINAL TO THE GROUND ROD IN HANDHOLE
- F&I LIGHTNING PROTECTION CONDUCTOR FROM AIR
THE SIGNAL CABINET. (NOT TO EXCEED 250' LENGTH)
TERMINATIONS) FROM THE TOP OF THE POLE TO
- F&I CAT 5E (600V RATED) (WITH THE PROPER
2
3
CAMERA AT THE TOP OF THE POLE)
F/I CAT 5E (TO
GROUND ROD
CONDUCTOR
LIGHTNING PROTECTION
WELD
EXOTHERMIC
(SEE LAYOUT)
HANDHOLE
HANDHOLE
(SEE LAYOUT)
CONDUITS
ETHERNET SWITCH
MMU
SIGNAL CONTROLLER
PATCH CORDS
ETHERNET (POE) INJECTOR
CAMERA POWER OVER
DEPARTMENT FURNISHED/INSTALLED:
SHIELDED -RJ-45 (T-568B)
COM CABLE- CAT 5E
REQUIRED CABLE TERMINATION:
600V RATED
CAT 5E CABLE
CAMERA & MOUNT AT TOP OF EXTENSION
GROUND WIRE
EXTENSION
LUMINAIRE/ CAMERA
IN TOP OF
TO 0.25") OR M8437GBH
(CABLE RANGE DOWN
3/4" CORD GRIP
(MPT X FPT)
1" TO 3/4" REDUCER
(DEPARTMENT FURNISHED)
IP CAMERA
4
(DEPARTMENT FURNISHED)
MOUNT
CAMERA
CONDUCTOR
LIGHTNING PROTECTION
LOCK WASHER
(1) 5/16" STAINLESS STEEL INTERNAL TOOTH
(3) 5/16" STAINLESS STEEL LOCK WASHERS
(8) 5/16" STAINLESS STEEL FLAT WASHERS
(4) 5/16" STAINLESS STEEL NUTS
(4) 5/16" x 1-1/4" STAINLESS STEEL BOLTS
F&I MOUNTING BOLTS W/ANTI-SEIZE
10"
5
(BY MFG)
1" RSC WELDED HALF COUPLING
7" BOLT CIRCLE
(8) 3/8" DIA ON
8-1/2"
EXTENSION TOP & LIGHTNING PROTECTION DETAIL
OR M8437GBH
(CABLE RANGE DOWN TO 0.25")
3/4"CORD GRIP
(MPT X FPT)
1" TO 3/4" REDUCER
AWAY FROM CAMERA VIEW OF TRAFFIC
90 DEGREES AWAY FROM ROADWAY CENTERLINE,
POSITION AIR TERMINAL ASSEMBLY
AIR TERMINAL PLATE
GROUND ROD, CLAMP #230
F&I LIGHTNING PROTECTION CONDUCTOR,
ACCORDANCE WITH THE CONTRACT
F&I TS POLE PTZ EXTENSION IN
22'9"
20'
16
'
HOLE FOR GROUNDING CAMERA
1/4-20 BOLT WITH THREADED
(BY MFG)
HALF COUPLING
3/4" WELDED
TERMINAL GROUNDING PLATES (BY MFG)
WELDED MOUND TO SHAFT AT
(ASTM A325-GV)
BOLTS, NUTS AND LOCKWASHER
1/2"-13NC X 1 1/2" LG HVY HEX HEAD
INSIDE SHAFT
WELDED HOOK
COUPLING (BY MFG)
1 1/2" WELDED HALF
1/2" DIA. x 48" LONG
COPPER AIR TERMINAL
48"
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
157
SHEET
al
e
x
m
a
1:
2
9
:
3
3
P
M
12
/
1
2
/
2
0
2
5
pd
f
-
B
a
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13
1
4
8
1
_
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e
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-
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g
n
a
l
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t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sid003.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
1 2 3 4 5 6 7 8
WH
I
T
E
/
O
R
A
N
G
E
WH
I
T
E
/
B
R
O
W
N
OR
A
N
G
E
WH
I
T
E
/
G
R
E
E
N
BL
U
E
WH
I
T
E
/
B
L
U
E
GR
E
E
N
BR
O
W
N
ETHERNET CABLE 4/PR
1
2
3
4
5
6
7
8
CAT 6 RJ-45 PLUG
T-568B
(SUPPLIED WITH CAMERA)
RJ-45 PLUG (T-568B)
CAT 5E (600V RATED) CABLE TERMINATION
WITH CONNECTOR (RJ-45 PLUG)
FACTORY INSTALLED 20" PIGTAIL
THE SIGNAL CABINET
CONNECTOR LOCATED IN
SEALING NUT
SILICON
EDPM or
SEAL
RJ45 MALE TO MALE
ADAPTOR SEALING NUT
SILICON
EDPM or
SEAL
(IN CAMERA MOUNT)
TOP OF THE SIGNAL POLE
CONNECTORS LOCATED AT THE
F&I RJ45 CABLE TERMINATION - FOR HIGH SPEED APPLICATION.
SEALING NUT
SEALING NUT
GLAND NUT (SEALING COLLAR)
CABLE/COMPRESSION
GLAND NUT (SEALING COLLAR)
CABLE/COMPRESSION
CAT 5E (600V RATED)
QUABBIN PART NO. 5089 MEETS THE REQUIREMENTS.
L-COM PART NO. TFDL5089 MEETS THE REQUIREMENTS.
WITH 3815.2C.6d."ETHERNET CABLE (OUTSIDE PLANT)"
F&I ETHERNET CABLE CAT 5E IN ACCORDANCE
2
1
2
3
1
3
4
4
MEETS CATERGORY 6 ANSI/EIA 568-C.2
CONTACTS, ACCEPTS CABLES WITH DIAMETERS UP TO 0.310 INCHES.
CAT 6 UNSHIELDED MODULAR PLUG, RJ45 (8 CONDUCTOR), GOLD PLATED
(DEPARTMENT FURNISHED)
IP CAMERA
WATERPROOF SHIELDED RJ-45 (MALE TO MALE) INLINE COUPLER/ADAPTER
NYLON HOUSING
GOLD CONTACT PLATING
COPPER ALLOY CONTACT MATERIAL
IP67
VPI PART NO. CAT5E-WTP-FF MEETS REQUIREMENTS
AMPHENOL PART NO. RDP-00BFFA-SLM7001 &
RJ45 MALE TO MALE
ADAPTER
SPECIFIED INSTALLATION TOOL(S).
AS RECOMMENDED BY THE MANUFACTURER, AND USE THE
INSTALL FIELD TERMINATIONS/CONNECTORS
THE ENDS OF THE CABLE WITH RJ-45 (T-568B) CONNECTORS.
CABINET AND THE TOP OF THE SIGNAL POLE. TERMINATE
INSTALL BETWEEN THE SIGNAL CONTROL
TERMINATION (CONNECTOR)
F&I SHIELDED RJ45 CABLE
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
158
SHEET
al
e
x
m
a
1:
2
9
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3
7
P
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/
1
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pd
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a
l
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t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sid004.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
159
TYPICAL LUMINAIRE ARM CAMERA MOUNTING DETAILS
HEAD SET SCREWS)
(WITH FOUR 5/16" SOCKET
REMOVABLE DOME COVER
POLE EXTENSION
22
'
9
"
16
'
LUMINAIRE (SEE CAMERA INSTALLATION DETAIL)
MOUNT CAMERA AT 2' OR 4' FROM
LEAST 40' ABOVE ROADWAY.
INSTALL CAMERA AT
9' LUMINAIRE ARM ATTACHMENT
FIELD OF VIEW
WELDED HALF COUPLING
INSTALLED IN 3/4
3/4 INCH CORD GRIP
LOCATION
LUMINAIRE ARM
STAINLESS STEEL BANDING
MOUNTING BRACKET
SUNSHIELD VIDEO DETECTOR CABLES
CAMERA INSTALLATION DETAIL
F & I CORD GRIPS INTO THE 3/4" HALF COUPLINGS TO SECURE THE CABLES.
PROVISIONS AND IN ACCORDANCE WITH THE VIDEO DETECTION MANUFACTURER.
FURNISH AND INSTALL CABLES FOR CAMERA OPERATION AS SPECIFIED IN SPECIAL
FROM THE ENGINEER AND THE SIGNAL DISTRICT TRAFFIC OFFICE BEFORE SPLICING.
IN THE CONTRACT DOCUMENTS BUT IMPERATIVE TO EMPLOY, OBTAIN APPROVAL
REQUIRED IN THE CONTRACT DOCUMENTS. IF SPLICES ARE NOT SPECIFIED
TO THE CAMERA. SPLICING IS PROHIBITED UNLESS SPECIFIED AT A LOCATION
INSTALL CONTINUOUS WITHOUT SPLICE VIDEO DETECTION CABLES FROM THE CABINET
FURNISH AND INSTALL CAMERA DETECTION EQUIPMENT
NOTES:
INCLUDED WITH THE 9' LUMINAIRE ARM ATTACHMENT.
MANUFACTURER WELDED 3/4' HALF COUPLINGS
1
1
1
SHEET
al
e
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2
9
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3
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pd
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g
n
a
l
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sid005.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
BL
O
R
WH
BLK
R/BLK
O/BLK
BL/BLK
BLK/WH
Red
Orange
Blue
White
Black
Red with Black Stripe
Orange with Black Stripe
Blue with Black Stripe
Black with White Stripe
WIRE COLOR CODE KEY
WH/BLK White with Black Stripe
WH/R White with Red Stripe
BLK/R Black with Red Stripe
CL Clear
BrownBRN
GreenG
TYPE
Number
Specification
1/C 6 INS.GR.
Loop Detector Lead-In Cable
3815.2C.6.b
1/C 2
1/C 6
2/C 14
3/C 16
4/C 16
6/C 16
6PR 19
3/C 20
Grounding Conductors
Signal Control Cable
Signal Control Cable
Signal Control Cable
Telephone Cables Outdoor
EVP Detector Cable
3815.2B.1
3815.2B.1
3815.2B.5
3815.2C.4
3815.2C.5
LUMINAIRE
X-Y SIGNAL HEAD
DETECTOR
ABBREVIATION
PUSH BUTTON
PED INDICATION
VIDEO DETECTION
EGC EQUIPMENT GROUNDING CONDUCTOR GROUND
SS SIGNAL SERVICE SERVICE WIRE
CC
PTZ1
IC INTERCONNECT
CABINET COMMS
FO FIBER OPTIC
INTERCONNECT CABLE
PTZ CAMERA
FIBER CABLE
PTZ CAMERA POLE NUMBER PTZ1
SPARE WIRE
COMMS CABLE
ENFORCEMENT LIGHT
EVP DETECTOR
EVP CON. LIGHT
RADAR DETECTION
CONDUCTOR AND CABLE SPECIFICATION CHART
INDIVIDUAL SERVICE CONDUCTORS
FEEDER AND BRANCH CONDUCTORS
CABLE LABELING ABBREVIATIONS
COMPONENT
INDICATION NUMBER 2-1
LOOP NUMBER D2-1
PUSH BUTTON NUMBER PB2-1
PED INDICATION NUMBER P2-1
LUMINAIRE NUMBER L1
EVP PHASE NUMBER EVP 2+5
EVP LIGHT PHASE NUMBER EVPL 2+5
VIDEO DETECTION PHASE V2-1
RADAR DETECTION PHASE RD2-1
X-Y
X-Y
X-Y
X-Y
X-Y
X-Y
X-Y
X-Y
SPARE Y
ELYZ *
SPARE WIRE TO POLE NUMB. SPARE1
ENFORC. LIGHT POLE & DIRECTION
LABEL REFERENCE DSISCRIPTION
& EXAMPLE
NUMBER OF
& AWG SIZE
CONDUCTORS
ON THIS TABLE AND IN ACCORDANCE WITH THE WIRING DIAGRAM.
FURNISH AND INSTALL LABELS ON CABLES WITH ABBREVIATIONS SHOWN
Z * = DIRECTION
Y = SIGNAL SYSTEM ASSIGNED COMPONENT NUMBER; REFER TO THE PLAN
X = SIGNAL SYSTEM PHASE NUMBER; REFER TO THE PLAN
SPEC. PROV.
SPEC. PROV.
SPEC. PROV.
CAT 5E ETHERNET CABLE 3815.2C.6.d
FOUNDATION DESIGNATION
BLANK=DOES NOT APPLY TO POLE TYPE, S=STANDARD, H=HEAVY
DS=DRILLED SHAFT, SF=SPREAD FOOTING
FOUNDATION TYPE TS
(SEE STANDARD PLAN 5-297.861)
POLE FOUNDATION TYPE TS45-55 - DS - S
2
2
3
1 3
1
POLE DESIGNATION
LUMINAIRE MAST ARM LENGTH
D=DAVIT, NUMBER REPRESENTS MOUNTING HEIGHT
SIGNAL MAST ARM LENGTH
MAST ARM ORIENTATION WITH RESPECT TO C OF ROADWAY (TYPE A=90° B=45°)
POLE TYPE TS
(SEE STANDARD PLATE 8125 60' TO 80' MAST ARMS)
(SEE STANDARD PLATE 8124 15' TO 55' MAST ARMS)
TYPE TS-A-45-D40-9
1
2
3
1 2 3
4
5
4 5
L
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
160
BLK OR BL
WH OR YEL
R OR O
BLK
WH
R
G
WH
BLK
WH OR CLR
BLK
WH
BLK
BLK/R
R
BLK
BLK/R
WH
BL
O
R
CABLE
(6SM)
G
WH
BLK
R
CABLE
COAXIAL
NEU
GLA
YLA/FYA
GRN/GLA
YEL/YLA
RED/RLA
WH
G
BLK
ONLY)
HEADS
(CLUSTER
5 SECTION
ENFORCEMENT LIGHT
VIDEO CAMERA
LUMINAIRE
EVP LIGHT/AWF
1/C 6
6PR 19
3-1/C 2
3-1/C 6
4/C 18
2/C 14
3/C 20
CABLE
6/C 16
CABLE
4/C 16
CABLE
3/C 16
SIGNAL CABINET TO DEVICE
CONDUCTOR COLOR CODE
SIGNAL CABINET TO DEVICE
FROM TO DEVICE
EGC
SOP
SERVICE
SIGNAL
SERVICE
SIGNAL
CABINET
SIGNAL
CABINET
SIGNAL
ON PLAN
AS SHOWN
SERVICE
SIGNAL
CABINET
SIGNAL
ON PLAN
AS SHOWN
ON PLAN
AS SHOWN
ON PLAN
AS SHOWN
ON PLAN
AS SHOWN
ON PLAN
AS SHOWN
CABLE
CABLE
CABLE
1/C MEANS AN INDIVIDUAL CONDUCTOR NOT PART OF A CABLE ASSEMBLY
NUMBER ONLY MEANS AWG CONDUCTOR SIZE (e.g. 14=14AWG)
ARRANGE AND TERMINATE CONDUCTORS AND CABLES AS SHOWN WITHOUT SPLICE.
NOTES:
HEADS
SIGNAL
SECTION
4 AND 5
PED HEADS
3 SECTION HEAD
GRN/SPR
YEL/WLK
RED/DWK
NEU
CAT 5E
ON PLAN
AS SHOWN
Y
BLK
BLK/R
WH
BL
O
R
NEU
GLA
YLA
FYA
GRN
YEL
RED
CABLE
7/C 16
68
69
70
71
72 73
1013
1014
1015
1012
1013
68
69
70
71
72
73
SHEET
al
e
x
m
a
1:
3
0
:
0
0
P
M
12
/
1
2
/
2
0
2
5
pd
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B
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13
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8
1
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S
i
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n
a
l
.
t
b
l
FEETSCALE
40200
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sgp001.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
FACE R Y FYA G
2-1, 2-2, 2-3
1-1, 1-2
6-1, 6-2, 6-3
4-1, 4-5
1-1/C 6 INS. GR.
1-2/C 14
1" CONDUIT
EXTEND INTO HH 4:
(LT ARROW) (PB2-1)
1-APS PB AND SIGN
PED PB STATION
1-1/C 6 INS. GR.
1-2/C 14
1" CONDUIT
EXTEND INTO HH 3:
(RT ARROW) (PB2-2)
1-APS PB AND SIGN
PED PB STATION
1
2
3
4
5 6
1+6 EVP
2 EVP
4 EVP
1
6
4
2
HARDWARE ARE STATE FURNISHED.-VIDEO DETECTION CAMERAS AND MOUNTING
PB2-1
P2-1
P2-2
PB2-2
1-1/C 6 INS. GR.1-CAT 5E TRA MGMT CAM1-3/C 16 (LUM)1-3/C 201-3/C 163-6/C 162-6/C 163" CONDUIT TO HH 6:1-SIGN (SEE SIGN DETAILS)1-R10-X12 SIGN ADJACENT TO HEAD 1-1LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASES 1+6)1-ANGLE MOUNT SIGNAL AT 180 DEG2-STRAIGHT MOUNT SIGNALS OVERHEAD AT 11' AND 23'1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'TYPE TS-A-55-D40-9 (DAVIT AT 350 DEG)POLE FOUNDATION TYPE TS45-55 DS SY:X:
1-1/C 6 INS. GR.
1-CAT 5E TRA MGMT CAM
1-3/C 18 (VIDEO)
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
4-4/C 16
2-6/C 16
4" CONDUIT
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
1-2/C 14
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
3-4/C 16
3-6/C 16
4" CONDUIT
1-1/C 6 INS. GR.
2-3/C 18 (VIDEO)
2-2/C 14
2-3/C 16 (LUM)
2-3/C 20
2-3/C 16
8-4/C 16
4-6/C 16
4" CONDUIT
AVE SIGNAL SYSTEM.
SEE SPECIAL PROVISIONS FOR REMOVAL OF INTERCONNECT CABLE FROM SYSTEM A TO HADLEY18.
PAINT SIGNAL SYSTEM AS SPECIFIED IN THE SPECIAL PROVISIONS.17.
POLE FOUNDATIONS NEED TO BE IN-PLACE BEFORE GUARDRAIL IS INSTALLED.16.
ITEMS DENOTED WITH AN ** ARE INCLUDED IN TRAFFIC MANAGEMENT SYSTEM QUANTITES.15.
ITEMS DENOTED WITH AN * ARE INCLUDED IN PAYMENT FOR THE EVP SYSTEM PAY ITEM.14.
TRAFFIC CONTROL SIGNAL SYSTEM PAY ITEM.
REMOVAL OF THE INPLACE SIGNAL SYSTEM IS INCLUDED IN PAYMENT FOR THE13.
PTZ CAMERA AND VIDEO DETECTION CAMERAS, AND BRACKETING, MUST BE GROUNDED.12.
ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE).11.
CONDUIT SIZES ARE NOMINAL DIAMETER.10.
USE PVC OR HDPE FOR ALL NEW CONDUIT.9.
WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS REQUIRE BORING.
THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS8.
SEE INTERSECTION DETAILS.
FOR CONSTRUCTION OF PEDESTRIAN CURB RAMPS, CONCRETE WALK AND MEDIAN WORK,7.
PAVEMENT MARKINGS ARE INCLUDED AS PART OF STRIPING PLANS.6.
INCLUDED IN THE PAYMENT FOR THE TRAFFIC CONTROL SIGNAL PAY ITEM.
FOR SIGN PANELS ON SIGNAL SEE DETAIL SHEET. ALL SIGN PANELS REQUIRED ARE5.
ELECTRICAL SERVICE. REFER TO THE SPECIAL PROVISION FOR MORE INFORMATION.
GROVE IS RESPONSIBLE FOR COST ASSOCIATED WITH THE SERVICE CONNECTION AND MONTHLY
TRAFFIC SIGNAL SYSTEM WITH THE POWER COMPANY (XCEL ENERGY). THE CITY OF COTTAGE
HE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE SERVICE CONNECTION FOR THET4.
PAD ARE VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONNEL.
ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, AND EQUIPMENT3.
REFER TO EXISTING SIGNAL PLANS FOR INPLACE SIGNAL COMPONENTS.2.
SEE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS.1.
NOTES:
POSTED SPEED 35 MPH
WB 80TH ST
POSTED SPEED 35 MPH
EB 80TH ST
RAM
P TO TH 61 SB
TH 61 SB
RAM
P FROM
SIGNAL HEAD CHART
GLA
4-2
4-3, 4-4
NUMBER LOCATION PHASE
V-1 POLE 1 2
V-2 POLE 2 4
V-3 POLE 3 1+6
VIDEO DETECTION
*
*
*
*
*
*
SIGNAL SYSTEM A - LAYOUT
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
2-2/C 14
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
3-4/C 16
3-6/C 16
4" CONDUIT
*
*
-FYA DENOTES FLASHING YELLOW ARROW
BACKGROUND SHIELDS
POLYCARBONATE WITH REFLECTORIZED
-ALL SIGNAL HEADS SHALL BE BLACK
-ALL SIGNAL INDICATIONS SHALL BE 12" LED
12'
12'
12'
12'12'12'
12'
12'
12'
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
161
INTERCONNECTION PAY ITEM.
ITEMS DENOTED WITH AN ** ARE INCLUDED IN PAYMENT FOR THE TRAFFIC CONTROL15.
ITEMS DENOTED WITH AN * ARE INCLUDED IN PAYMENT FOR THE EVP SYSTEM PAY ITEM.14.
TRAFFIC CONTROL SIGNAL SYSTEM PAY ITEM.
REMOVAL OF THE INPLACE SIGNAL SYSTEM IS INCLUDED IN PAYMENT FOR THE13.
PTZ CAMERA AND VIDEO DETECTION CAMERAS, AND BRACKETING, MUST BE GROUNDED.12.
ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE).11.
CONDUIT SIZES ARE NOMINAL DIAMTER.10.
USE PVC OR HDPE FOR ALL NEW CONDUIT.9.
WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS REQUIRE BORING.
THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS8.
SEE INTERSECTION DETAILS.
FOR CONSTRUCTION OF PEDESTRIAN CURB RAMPS, CONCRETE WALK AND MEDIAN WORK,7.
PAVEMENT MARKINGS ARE INCLUDED AS PART OF STRIPING PLANS.6.
INCLUDED IN THE PAYMENT FOR THE TRAFFIC CONTROL SIGNAL PAY ITEM.
FOR SIGN PANELS ON SIGNAL SEE DETAIL SHEET. ALL SIGN PANELS REQUIRED ARE5.
FOR THE TRAFFIC SIGNAL SYSTEM.
OORDINATE THE ELECTRICAL CONNECTION WITH THE ELECTRIC UTILITY COMPANYC4.
PAD ARE VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONNEL.
ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, AND EQUIPMENT3.
REFER TO EXISTING SIGNAL PLANS FOR INPLACE SIGNAL COMPONENTS.2.
SEE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS.1.
NOTES:
METER ADDRESS: XXXX XXXX
TE: #175729
SYSTEM ID: 23345214
SEE TMS PLANS
C1675
V-3
V-1
V-2
1
1
2
2
3
3
A
2-1
2-2
2-3
4-1 4-2
4-4
6-1
6-2
6-3
1-1
1-2
3
2
1
4-3
B
4-5
SHEET
al
e
x
m
a
1:
3
0
:
0
2
P
M
12
/
1
2
/
2
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2
5
pd
f
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a
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W
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c
f
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13
1
4
8
1
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a
l
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sgp001A.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
5-4/C 16
1-6/C 16
3" CONDUIT TO HH 2:
2-SIGNS (SEE SIGN DETAILS)
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
MOUNTED ON LUMINAIRE ARM 2' FROM LUMINAIRE
1-VIDEO DETECTION CAMERA (DEPARTMENT FURNISHED)
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 2)
1-ANGLE MOUTN CD PED HEAD AT 180 DEG
2-ANGLE MOUNT SIGNALS AT 90 AND 180 DEG
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 11'
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
TYPE TS-A-40-D40-9 (DAVIT AT 350 DEG)
POLE FOUNDATION TYPE TS30-40 DS S
Y: 131588.7550
X: 465874.9564
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
3-4/C 16
3-6/C 16
3" CONDUIT TO HH 4:
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
MOUNTED ON LUMINAIRE ARM 2' FROM LUMINAIRE
1-VIDEO DETECTION CAMERA (DEPARTMENT FURNISHED)
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 4)
1-ANGLE MOUNT CD PED HEADS AT 90 DEG
2-ANGLE MOUNT SIGNALS AT 90 AND 180 DEG
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 11'
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
TYPE TS-A-55-D40-9 (DAVIT AT 350 DEG)
POLE FOUNDATION TYPE TS45-55 DS S
Y: 131528.4589
X: 465808.8734
1-7/16" GROUNDING BRAID TO GROUND ROD IN HH 5
1-1/C 6 INS. GR.
1-CAT 5E TRA MGMT CAM
1-3/C 18 (VIDEO)
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
4-6/C 16
2-6/C 16
3" CONDUIT TO HH 5:
1-SIGN (SEE SIGN DETAILS)
1-R10-X12 SIGN ADJACENT TO HEAD 1-1
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
MOUNTED ON LUMINAIRE ARM 2' FROM LUMINAIRE
1-VIDEO DETECTION CAMERA (DEPARTMENT FURNISHED)
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASES 1+6)
2-ANGLE MOUNT SIGNAL AT 90 AND 180 DEG
2-STRAIGHT MOUNT SIGNALS OVERHEAD AT 11' AND 23'
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
1-TRAFFIC MANAGEMENT CAMERA (C1675)
(INCLUDES LIGHTNING ROD, 7/16" GROUND BRAID AND GROUND ROD)
TYPE TS-A-50-X6-350/CAM 400 EXTENSION (DAVIT AT 350 DEG)
POLE FOUNDATION TYPE TS45-55 DS S
Y: 131632.3055
X: 465720.6761
1-3/C 16 (LUM)
2" CONDUIT:
HH 1 TO HH 6:
(SEE EQUIPMENT PAD LAYOUT)
1-1/C 6 INS. GR.
1" CONDUIT
SERVICE CABINET TO EXTERNAL GR. RD.:
3-3/C 16 (LUM)
2" CONDUIT
SERVICE CABINET TO HH 1:
3-1/C 2
2" CONDUIT
SERVICE CABINET TO GROUND MOUNTED TRANSFORMER:
1-6PR 19
2" CONDUIT
CONTROLLER CABINET TO SERVICE CABINET (COMMS):
3-1/C 6
2" CONDUIT
CONTROLLER CABINET TO SERVICE CABINET:
1-FO PIGTAIL (6SM)
1.5" CONDUIT TO TMS VAULT
2-2" AND 1-3" CONDUIT STUBBED OUT (CAPPED BOTH ENDS)
GROUND WIRE AND GROUND ROD - MIN 8' OUT FROM PAD
1-1/C 6 INS. GR.
2-3/C 18
2-2/C 14
2-3/C 20
2-3/C 16
8-4/C 16
4-6/C 16
4" CONDUIT TO HH 1:
CONTROLLER AND CABINET (DEPARTMENT FURNISHED)
SERVICE CABINET (SSB) NO BATTERY BACKUP SYSTEM OR BATTERIES
EQUIPMENT PAD (SEE STANDARD PLAN 5-297.869)
1-1/C 6 INS. GR.
1-CAT 5E
1-3/C 18
1-3/C 20
1-3/C 16
4-4/C 16
2-6/C 16
4" CONDUIT TO HH 6:
*
*
*
*
*
*
*
*
*
*
SIGNAL SYSTEM A - INTERSECTION NOTES
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
162
INTERSECTION NOTES
*
*
*
**
**
ITEMS DENOTED WITH AN ** ARE INCLUDED IN TRAFFIC MANAGEMENT SYSTEM QUANTITES.2.
ITEMS DENOTED WITH AN * ARE INCLUDED IN PAYMENT FOR THE EVP SYSTEM PAY ITEM.1.
NOTES:
3-1/C 2
2" CONDUIT INTO SERVICE CABINET:
(XCEL ENERGY)
INPLACE SOP-GROUND MOUNTED TRANSFORMER
WAITING FOR FADR FROM MNDOT
1
2
3 A
B
SHEET
al
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3
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500wid001.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
10-30
CONTROLLER CABINET
HH 1 HH 2 HH 3
13
11
2-1
12
2-2
2-3
14
4-4
15
P2-2
16
EVP LIGHT
2
*
17
DETECTOR
2 EVP
*
19
PB2-2
PED PB STA
INS. GR.
30
GR.RD.
30
LUMINAIRE
3
1
HH 4
29
PB2-1
PED PB STA
INS. GR.
30
20
1-2
23
4-1
24
4-3
26
EVP LIGHT
4
*
27
DETECTOR
4 EVP
*
LUMINAIRE
4
2
1 2
25
P2-1
10
SPARE
21
SPARE
NEU
GLA
YLA
RLA
FYA
SPR
20
NEU
WLK
DWK
SPR
15
11
RED
YEL
GRN
NEU
2-1
P2-2
1-2
NEU
SPR
SPR
SPR
SPR
SPR
10
SPARE
12
RED
YEL
GRN
NEU
2-2
13
RED
YEL
GRN
NEU
2-3
14
RED
YLA
GLA
NEU
4-4
16
NEU
EQ.G
2 EVP LIGHT
*
DETECTOR
17
EVP
2
*
3-4, 10-30 4, 20-30
PB2-2
19
NEU
SPR
SPR
SPR
SPR
SPR
21
SPARE
23
RED
YEL
GRN
NEU
4-1
24
RED
YLA
GLA
NEU
4-3
NEU
WLK
DWK
SPR
25
P2-1
26
NEU
EQ.G
4 EVP LIGHT
*
DETECTOR
27
EVP
4
*
PB2-2
29
INS. GR.
30
INS. GR.
30
INS. GR.
30
GR.RD.
30
TO HH 6
22
4-2
NEU
GRN
YEL
RED
SPR
GLA
22
4-2
SERVICE
SIGNAL 3-1/C 6
7
COMMS
CABINET 1-6PR 19
****
100
1-FO PIGTAIL (6SM)
TO SYSTEM B CAB6-SM FIBER 100
OPTIC PIGTAIL
POWER
INPUT
SERVICE CABINET
COMMS
CABINET
LUMINAIRE
6
4
LUMINAIRE
5
3
LUMINAIRE
4
2
LUMINAIRE
3
1
SERVICE
SIGNAL 2
1
INS. GR.
GR.RD.GR.RD.
1-1/C 6
3-1/C 6
3-1/C 2
1-6PR 19XX
3-5
VIDEO DET
3/C 18
18
18
3/C 18
VIDEO DET
3/C 18
28
28
3/C 18
SIGNAL SYSTEM A - FIELD WIRING DIAGRAM (1 OF 2)
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
163
3-4, 10-30
5
NEU
GLA
YLA
RLA
FYA
SPR
32
33
RED
YEL
GRN
NEU
6-1
1-1
NEU
SPR
SPR
SPR
SPR
SPR
31
SPARE
34
RED
YEL
GRN
NEU
6-2
35
RED
YEL
GRN
NEU
6-3
37
NEU
EQ.G
1+6 EVP LIGHT
*
DETECTOR
38
EVP
1+6
*
INS. GR.
41
CAT-5E
PTZ CAM
40
39
3/C 18
31-41
HH 6HH 5
3433
6-1 6-2
35
6-3
37
EVP LIGHT
1+6
*38
DETECTOR
1+6 EVP
*
LUMINAIRE
5
3
32
1-1
3
31
SPARE
5, 31-41
INS. GR.
41
CAT-5E
PTZ CAM
40
FROM HH 1
VIDEO DET
3/C 18
39
GR.RD.
41
5
SIGNAL POLE WIRING CONNECTOR DETAIL.
2. FOR CONDUCTOR COLOR CODE SEE TRAFFIC
PAYMENT FOR THE EVP SYSTEM PAY ITEM.
3. ITEMS DENOTED WITH AN * ARE INCLUDED IN
4. SEE TMS PLANS FOR ITEMS DENOTED WITH AN **.
HANDHOLE NEAREST EACH POLE.
TO REACH THE END OF THE MAST ARM IN THE
5. FOR EACH "SPARE" WIRE, COIL ENOUGH WIRE
IN THE POLE BASE.
6. LEAVE ON LOOP OF SLACK FOR EACH CABLE
SERVICE CABINET (NO BATTERIES).
1. SIGNAL SYSTEM INCLUDES BATTERY- BACKUP
NOTES:
S.O.P.
36
4-5
36
RED
YEL
GRN
NEU
4-5
V-1
VID DET V-1
V-2
VID DET V-2
C1675
VID DET V-3
C1675
V-3
70
71
1013
1014
1013
70
71
SHEET
al
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1:
3
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2
2
P
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FEETSCALE
40200
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500spa001.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
EA
ST
SO
UTH
10
61
EA
ST
SO
UTH
10
61
W
EST
NO
RTH
10
61
7
10
12.4 10.6
9
8
1.6
20.9
7
10
10 8.1
9
8
2.2
29.8
5.
5
24
17 24 22.6 24
5.
5
13
48.4 11.2
12.4
20.4
48.4
7
55 55 55
72
108
9.0" Radius, 1.5" Border, White on Green;
"WEST", E Mod 2K; "NORTH", E Mod 2K; US 10 M1-4; US 61 M1-4;
Arrow 5 - 13.0" 90°;
12.4
24.6 31.9 39.6 55.5
65.8 74.4 81.8 89.2
17.0 63.6
48.4
W EST N O RTH
10 61
9.
3
10
13.2 7.4
11
.
3
8
1
22.8
9.
3
10
10 8.1
11
.
3
8
1.9
30.4
5.
5
24
16.8 24 21.8 24
4
11
.
4
45 18
13.2
21.4
45
7.
8
52
.
7
52
.
7
52
.
7
72
108
9.0" Radius, 1.5" Border, White on Green;
"EAST", E Mod 2K; "SOUTH", E Mod 2K; US 10 M1-4; US 61 M1-4;
Arrow 14 - 18.0" 0°;
13.2
21.6 30.8 38.5 54.4
64.4 73.1 81.0 88.4
16.8 62.6
45.0
EA ST SO UTH
10 61
9.
3
10
13.2 7.4
11
.
3
8
1
22.8
9.
3
10
10 8.1
11
.
3
8
1.9
30.4
5.
5
24
16.8 24 21.8 24
4
11
.
4
45 18
13.2
21.4
45
7.
8
52
.
7
52
.
7
52
.
7
72
108
9.0" Radius, 1.5" Border, White on Green;
"EAST", E Mod 2K; "SOUTH", E Mod 2K; US 10 M1-4; US 61 M1-4;
Arrow 14 - 18.0" 180°;
13.2
21.6 30.8 38.5 54.4
64.4 73.1 81.0 88.4
16.8 62.6
45.0
EA ST SO UTH
10 61
MAST ARM SIGN LOCATION
a
a
a
AS INDICATED WITH THE SIGNING PLAN.
REQUIRED AND ARE INCLUDED WITH THE SIGNING PLAN AND ARE PAID FOR SEPARATELY
FOR THE TRAFFIC CONTROL SIGNAL SYSTEM. ADDITIONAL GROUND MOUNTED SIGNS ARE
MAST ARM OR SIGNAL POLES. THESE SIGNS ARE INCLUDED IN THE LUMP SUM PAYMENT
THE SIGNS ON THIS DETAIL SHEET ARE SIGNS THAT ARE MOUNTED ON THE SIGNAL 2.
ALL SIGN DIMENSIONS ARE IN INCHES.1.
NOTES:
ONLE
F
T
T
U
R
N
YI
E
L
D
FL
A
S
H
I
N
G
YE
L
L
O
W
AR
R
O
W
SIGNAL SYSTEM A - MAST ARM SIGN DETAILS
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
164
P-1
P-2
P-3
SIGN PANELS ON SIGNALS
POLE
NUMBER
"A"
DISTANCE
(FEET)
OR POLE
PANEL
CODE
NUMBER
LEGEND
SIZE
(INCHES)
AREA
(SQ FT)
1 18 P-1 WEST 10 NORTH 61 UP ARROW 108 x 72 54.00
1 27 P-2 EAST 10 SOUTH 61 RIGHT ARROW 108 x 72 54.00
2 POLE R9-3 NO PEDESTRIAN 18 x 18 2.25
3 0 R10-X12 LEFT TURN YIELD ON FLASHING YELLOW ARROW 42 x 48 14.00
3 29 P-3 EAST 10 SOUTH 61 LEFT ARROW 108 x 72 54.00
3 POLE R9-3 NO PEDESTRIAN 18 x 18 2.25
3 POLE R9-3 NO PEDESTRIAN 18 x 18 2.25
SPECIFIC NOTE(S):
GENERAL NOTE(S):
1. SEE MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR STANDARD SIGN DESIGNS, ARROW DETAILS AND SPLICE PLATE DETAILS.
2. FOR NON STANDARD SIGN DESIGNS, LAYOUTS ARE INCLUDED. SIGN PANEL DIMENSIONS ARE IN INCHES.
3. SEE STANDARD PLAN 5-297.731 FOR SIGN MOUNTING TO MAST ARM.
4. SEE STANDARD PLAN 5-297.730 FOR SIGN MOUNTING TO ROUND POST.
5. MOUNTING HEIGHT OF POLE MOUNTED SIGN PANELS MUST BE 7 FOOT MINIMUM.
MOUNTING HEIGHT IS MEASURED FROM BOTTOM OF SIGN PANEL TO SURFACE IMMEDIATELY BELOW THE SIGN PANEL.
6. "A" DISTANCE = DISTANCE FROM THE END OF THE MAST ARM TO THE EDGE OF EACH SIGN PANEL.
P-
1
P-
2
P-
3
C1675
V-3
V-1
V-2
1
2
3
SHEET
al
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1:
3
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2
4
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DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500FIO001A.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
165
AS BUILT
SHEET
al
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1:
3
0
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2
5
P
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/
1
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/
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2
5
pd
f
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a
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b
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500FIO001B.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
166
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H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500FIO001C.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
167
AS BUILT
74
75
76 77
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2011
2012
2013
2014
2015
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PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sgp002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
SIGNAL HEAD CHART
FACE R Y FYA G
2-1, 2-2, 2-3
5-1, 5-2
6-1, 6-2, 6-3
8-1
1-1/C 6 INS. GR.
1-2/C 14
1" CONDUIT
EXTEND INTO HH 5:
(LT ARROW) (PB8-1)
1-APS PB AND SIGN
PED PB STATION
1-1/C 6 INS. GR.
1-2/C 14
1" CONDUIT
EXTEND INTO HH 5:
(RT ARROW) (PB2-2)
1-APS PB AND SIGN
PED PB STATION
1-1/C 6 INS. GR.
1-2/C 14
1" CONDUIT
EXTEND INTO HH 3:
(RT ARROW) (PB8-2)
1-APS PB AND SIGN
PED PB STATION
1-1/C 6 INS. GR.1- CAT 5E TRA MGMT CAM1-3/C 16 (LUM)1-3/C 201-3/C 164-4/C 161-6/C 163" CONDUIT TO HH 1:2-SIGNS (SEE SIGN DETAILS)LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 6)2-ANGLE MOUNT SIGNALS AT 90 AND 180 DEG1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 11'1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'1-TRAFFIC MANAGEMENT CAMERA (C____)TYPE TS-A-35-X6-350/CAM EXTENSION (DAVIT AT 350 DEG)POLE FOUNDATION TYPE TS30-40 DS SY:X:
1
2
6
7
8
6 EVP
2+5 EVP
8
E
V
P
6
8
2
5
PB2-1
P2-1
P2-2
P8-1
PB2-2
PB8-1
P8-2
PB8-3
1-1/C 6 INS. GR.1-3/C 16 (LUM)1-3/C 201-3/C 163-4/C 162-6/C 163" CONDUIT TO HH 2:LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 6)1-ANGLE MOUNT CD PED HEADS AT 180 DEG2-ANGLE MOUNT SIGNALS AT 90 AND 180 DEG1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'TYPE TS-A-35-D40-9 (DAVIT AT 350 DEG)POLE FOUNDATION TYPE TS30-40 DS SY:X:
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
2-2/C 14
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
5-4/C 16
2-6/C 16
4" CONDUIT1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
3-2/C 14
2-3/C 16 (LUM)
1-3/C 20
1-3/C 16
6-4/C 16
2-6/C 16
4" CONDUIT
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
2-2/C 14
1-3/C 16 (LUM)
2-3/C 20
2-3/C 16
2-4/C 16
3-6/C 16
4" CONDUIT
PAINT SIGNAL SYSTEM AS SPECIFIED IN THE SPECIAL PROVISIONS.17.
POLE FOUNDATIONS NEED TO BE IN-PLACE BEFORE GUARDRAIL IS INSTALLED.16.
.TRAFFIC MANAGEMENT SYSTEM QUANTITESITEMS DENOTED WITH AN ** ARE INCLUDED IN 15.
ITEMS DENOTED WITH AN * ARE INCLUDED IN PAYMENT FOR THE EVP SYSTEM PAY ITEM.14.
TRAFFIC CONTROL SIGNAL SYSTEM PAY ITEM.
REMOVAL OF THE INPLACE SIGNAL SYSTEM IS INCLUDED IN PAYMENT FOR THE13.
PTZ CAMERA AND VIDEO DETECTION CAMERAS, AND BRACKETING, MUST BE GROUNDED.12.
ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE).11.
CONDUIT SIZES ARE NOMINAL DIAMETER.10.
USE PVC OR HDPE FOR ALL NEW CONDUIT.9.
WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS REQUIRE BORING.
THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS8.
SEE INTERSECTION DETAILS.
FOR CONSTRUCTION OF PEDESTRIAN CURB RAMPS, CONCRETE WALK AND MEDIAN WORK,7.
PAVEMENT MARKINGS ARE INCLUDED AS PART OF STRIPING PLANS.6.
INCLUDED IN THE PAYMENT FOR THE TRAFFIC CONTROL SIGNAL PAY ITEM.
FOR SIGN PANELS ON SIGNAL SEE DETAIL SHEET. ALL SIGN PANELS REQUIRED ARE5.
ELECTRICAL SERVICE. REFER TO THE SPECIAL PROVISION FOR MORE INFORMATION.
GROVE IS RESPONSIBLE FOR COST ASSOCIATED WITH THE SERVICE CONNECTION AND MONTHLY
TRAFFIC SIGNAL SYSTEM WITH THE POWER COMPANY (XCEL ENERGY). THE CITY OF COTTAGE
HE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE SERVICE CONNECTION FOR THET4.
PAD ARE VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONNEL.
ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, AND EQUIPMENT3.
REFER TO EXISTING SIGNAL PLANS FOR INPLACE SIGNAL COMPONENTS.2.
SEE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS.1.
NOTES:
POSTED SPEED 35 MPH
EB 80TH ST
POSTED SPEED 35 MPHWB 80TH ST
RAMP TO TH 61 NB
TH 61 NB
RAM
P FROM
VIDEO DETECTION
NUMBER LOCATION PHASE
V-1 POLE 1 6
V-2 POLE 2 8
V-3 POLE 3 2+5
3
5
SIGNAL HEAD CHART
GLA
8-2
1-1/C 6 INS. GR.
1-2/C 14
1" CONDUIT
EXTEND INTO HH 4:
(DBL ARROW) (PB8-3)
1-APS PB AND SIGN
PED PB STATION
*
*
*
*
*
*
PB8-2
1-1/C 6 INS. GR.
2-2/C 14
1-3/C 20
1-3/C 16
4" CONDUIT
1-1/C 6 INS. GR.
1-2/C 14
4" CONDUIT
SIGNAL SYSTEM B - LAYOUT
-FYA DENOTES FLASHING YELLOW ARROW
BACKGROUND SHIELDS
POLYCARBONATE WITH REFLECTORIZED
-ALL SIGNAL HEADS SHALL BE BLACK
-ALL SIGNAL INDICATIONS SHALL BE 12" LED
12'
12'
12'
12'
12'
12'
12'12'
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
168
METER ADDRESS: XXXX XXXX
TE: #175730
SYSTEM ID: 23345215
8-3
SEE TMS PLANS
6 EVP
4
*
*
1-1/C 6 INS. GR.
1-3/C 20
1-3/C 16
4" CONDUIT
*
*
C30774
V-2
V-3
V-1
1
1
2
2
3
3
4
6-1
6-2
6-3
8-18-2
8-3
2-1
2-2
2-3
5-1
5-2
A
1 2
34
4
5
B
SHEET
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DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500sgp002A.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
1-1/C 6 INS. GR.
1- CAT 5E TRA MGMT CAM
1-3/C 18 (VIDEO)
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
4-4/C 16
1-6/C 16
3" CONDUIT TO HH 1:
2-SIGNS (SEE SIGN DETAILS)
2-R9-3 SIGNS FACING POLES 2 AND 4
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
MOUNTED ON LUMINAIRE ARM 2' FROM LUMINAIRE
1-VIDEO DETECTION CAMERA (DEPARTMENT FURNISHED)
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 6)
2-ANGLE MOUNT SIGNALS AT 90 AND 180 DEG
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 11'
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
1-TRAFFIC MANAGEMENT CAMERA (C30774)
TYPE TS-A-35-X6-350/CAM EXTENSION (DAVIT AT 350 DEG)
POLE FOUNDATION TYPE TS30-40 DS S
Y: 131925.4886
X: 466219.9660
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
2-4/C 16
3-6/C 16
3" CONDUIT TO HH 2:
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
MOUNTED ON LUMINAIRE ARM 2' FROM LUMINAIRE
1-VIDEO DETECTION CAMERA (DEPARTMENT FURNISHED)
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 6)
1-ANGLE MOUNT CD PED HEADS AT 180 DEG
2-ANGLE MOUNT SIGNALS AT 90 AND 180 DEG
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
TYPE TS-A-50-D40-9 (DAVIT AT 350 DEG)
POLE FOUNDATION TYPE TS45-55 DS S
Y: 131961.3611
X: 466293.7997
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
1-3/C 16 (LUM)
1-3/C 20
1-3/C 16
5-4/C 16
2-6/C 16
3" CONDUIT TO HH 6:
1-SIGN (SEE SIGN DETAILS)
1-R10-X12 SIGN ADJACENT TO HEAD 5-1
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
MOUNTED ON LUMINAIRE ARM 2' FROM LUMINAIRE
1-VIDEO DETECTION CAMERA (DEPARTMENT FURNISHED)
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 6)
1-ANGLE MOUNT CD PED HEADS AT 90 AND 180 DEG
1-ANGLE MOUNT SIGNALS AT 180 DEG
2-STRAIGHT MOUNT SIGNALS OVERHEAD AT 11' AND 23'
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
TYPE TS-A-50-D40-9 (DAVIT AT 350 DEG)
POLE FOUNDATION TYPE TS45-55 DS S
Y: 131840.9584
X: 466354.5768
2-1/C INS. GR.
1-3/C 16 (LUM)
1-4/C 16
3" CONDUIT TO HH 7:
1-R9-3 SIGN FACING POLE 1
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
1-STRAIGHT MOUNT CD PED HEAD AT 90 DEG
TS-A-D40-9
POLE FOUNDATION TYPE TS15-25 DS S
Y: 131815.3051
X: 466289.1999
2-3/C 16 (LUM)
2" CONDUIT:
HH 1 TO HH 8:
(SEE EQUIPMENT PAD LAYOUT)
1-1/C 6 INS. GR.
1" CONDUIT
SERVICE CABINET TO EXTERNAL GR. RD.:
4-3/C 16 (LUM)
2" CONDUIT
SERVICE CABINET TO HH 1:
3-1/C 2
2" CONDUIT
SERVICE CABINET TO GROUND MOUNTED TRANSFORMER:
1-6PR 19
2" CONDUIT
CONTROLLER CABINET TO SERVICE CABINET (COMMS):
3-1/C 6
2" CONDUIT
CONTROLLER CABINET TO SERVICE CABINET:
2-FO PIGTAILS (6SM)
1.5" CONDUIT TO TMS VAULT
2-2" AND 1-3" CONDUIT STUBBED OUT (CAPPED BOTH ENDS)
GROUND WIRE AND GROUND ROD - MIN 8' OUT FROM PAD
1-1/C 6 INS. GR.
1-CAT 5E
2-3/C 18
2-2/C 14
3-3/C 20
3-3/C 16
6-4/C 16
4-6/C 16
4" CONDUIT TO HH 1:
CONTROLLER AND CABINET (DEPARTMENT FURNISHED)
SERVICE CABINET (SSB) NO BATTERY BACKUP SYSTEM OR BATTERIES
EQUIPMENT PAD (SEE STANDARD PLAN 5-297.869)
1-1/C 6 INS. GR.
1-3/C 18
3-2/C 14
1-3/C 20
1-3/C 16
6-4/C 16
2-6/C 16
4" CONDUIT TO HH 8:
*
*
*
*
*
*
*
*
*
*
SIGNAL SYSTEM B - INTERSECTION NOTES
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
169
INTERSECTION NOTES
*
*
*
**
**
1-1/C INS. GR.
1-3/C 14
1-3/C 16
3" CONDUIT TO HH 4:
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 6)
10' PEDESTAL POLE PLUS BASE
PEDESTAL FOUNDATION
Y: 132027.1065
X: 466522.9808
ITEMS DENOTED WITH AN ** ARE INCLUDED IN TRAFFIC MANAGEMENT SYSTEM QUANTITES.2.
ITEMS DENOTED WITH AN * ARE INCLUDED IN PAYMENT FOR THE EVP SYSTEM PAY ITEM.1.
NOTES:
3-1/C 2
2" CONDUIT INTO SERVICE CABINET:
(XCEL ENERGY)
INPLACE SOP-GROUND MOUNTED TRANSFORMER
WAITING FOR FADR FROM MNDOT
1
2
3
4
A
5
B
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CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500wid002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
10-31
CONTROLLER CABINET
HH 1
13
11
6-1
12
6-2
6-3
8-3
15
EVP LIGHT
6
*
16
DETECTOR
6 EVP
*
LUMINAIRE
3
1
HH 2
29
PB8-3
PED PB STA
INS. GR.
31
19
5-2
21
8-1
8-2
24
EVP LIGHT
8
*
25
DETECTOR
8 EVP
*LUMINAIRE
4
2
1
2
23
P8-2
10
SPARE
20
SPARE
NEU
GLA
YLA
RLA
FYA
SPR
19
11
RED
YEL
GRN
NEU
6-1
5-2
NEU
SPR
SPR
SPR
SPR
SPR
10
SPARE
12
RED
YEL
GRN
NEU
6-2
13
RED
YEL
GRN
NEU
6-3
15
NEU
EQ.G
6 EVP LIGHT
*
DETECTOR
16
EVP
6
*
4, 19-31
NEU
SPR
SPR
SPR
SPR
SPR
20
SPARE
21
RED
YEL
GRN
NEU
8-1NEU
WLK
DWK
SPR
23
P8-2
24
NEU
EQ.G
8 EVP LIGHT
*
DETECTOR
25
EVP
8
*
PB8-3
29
INS. GR.
31
INS. GR.
31
INS. GR.
31
GR.RD.
31
GR.RD.
31
CAT-5E
PTZ CAM
18
CAT-5E
18
PTZ
VIDEO DET
3/C 18
17
17
3/C 18
VIDEO DET
3/C 18
26
26
3/C 18
SERVICE
SIGNAL 23-1/C 6
7
COMMS
CABINET 1-6PR 19
****
101
1-FO PIGTAIL (6SM)
TO TMS CABINET6-SM FIBER 101
OPTIC PIGTAIL
POWER
INPUT
SERVICE CABINET
COMMS
CABINET
LUMINAIRE
6
4
LUMINAIRE
5
3
LUMINAIRE
4
2
LUMINAIRE
3
1
SERVICE
SIGNAL 2
1
INS. GR.
GR.RD.GR.RD.
1-1/C 6
3-1/C 6
3-1/C 2
1-6PR 197
HH 3 HH 5
30
PB8-2
PED PB STA
INS. GR.
31
27-31 30-31
TO HH 8
22
NEU
GRN
YEL
RED
SPR
GLA
22
8-2
GR.RD.
31
GR.RD.
31
SIGNAL SYSTEM B - FIELD WIRING DIAGRAM (1 OF 2)
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
170
PB8-2
30
3-6
5-6
SIGNAL POLE WIRING CONNECTOR DETAIL.
2. FOR CONDUCTOR COLOR CODE SEE TRAFFIC
PAYMENT FOR THE EVP SYSTEM PAY ITEM.
3. ITEMS DENOTED WITH AN * ARE INCLUDED IN
4. SEE TMS PLANS FOR ITEMS DENOTED WITH AN **.
HANDHOLE NEAREST EACH POLE.
TO REACH THE END OF THE MAST ARM IN THE
5. FOR EACH "SPARE" WIRE, COIL ENOUGH WIRE
IN THE POLE BASE.
6. LEAVE ON LOOP OF SLACK FOR EACH CABLE
SERVICE CABINET (NO BATTERIES).
1. SIGNAL SYSTEM INCLUDES BATTERY- BACKUP
NOTES:
14
14
RED
YLA
GLA
NEU
8-3
HH 4
27
EVP LIGHT
6
*
28
DETECTOR
6 EVP
*
INS. GR.
31
DETECTOR
28
EVP
6
*
27
NEU
EQ.G
6 EVP LIGHT
*
5
27-28, 31
GR.RD.
31
****
100
1-FO PIGTAIL (6SM)
TO SYSTEM A6-SM FIBER 100
OPTIC PIGTAIL
S.O.P.
C30774
C30774
V-1
VID DET V-1
V-2
VID DET V-2
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R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500wid002A.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
32-46
CONTROLLER CABINET
HH 8HH 7
3736
2-1 2-2
38
2-3
32
P2-1
41
EVP LIGHT
2+5
*
42
DETECTOR
2+5 EVP
*
45
PB2-2
PED PB STA
INS. GR.
46
GR.RD.
46
LUMINAIRE
5
3
35
5-1
3
34
SPARE
NEU
GLA
YLA
RLA
FYA
SPR
35
NEU
WLK
DWK
SPR
32
36
RED
YEL
GRN
NEU
2-1
P2-1
5-1
NEU
SPR
SPR
SPR
SPR
SPR
34
SPARE
37
RED
YEL
GRN
NEU
2-2
38
RED
YEL
GRN
NEU
2-3
41
NEU
EQ.G
2+5 EVP LIGHT
*
DETECTOR
42
EVP
2+5
*
PB2-1
33
INS. GR.
46
INS. GR.
46
HH 6
INS. GR.
GR.RD.
46
LUGBASE
4
5, 34-46
44
PB8-1
PED PB STA
INS. GR.
46
39
P8-1
40
P2-2
NEU
WLK
DWK
SPR
39
P8-1
NEU
WLK
DWK
SPR
40
P2-2
PB8-1
44
PB2-2
45
VIDEO DET
3/C 18
43
43
3/C 18
5-6, 32-46
FROM HH 1
SIGNAL SYSTEM B - FIELD WIRING DIAGRAM (2 OF 2)
GR.RD.
46
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
171
5-6
SIGNAL POLE WIRING CONNECTOR DETAIL.
2. FOR CONDUCTOR COLOR CODE SEE TRAFFIC
PAYMENT FOR THE EVP SYSTEM PAY ITEM.
3. ITEMS DENOTED WITH AN * ARE INCLUDED IN
4. SEE TMS PLANS FOR ITEMS DENOTED WITH AN **.
HANDHOLE NEAREST EACH POLE.
TO REACH THE END OF THE MAST ARM IN THE
5. FOR EACH "SPARE" WIRE, COIL ENOUGH WIRE
IN THE POLE BASE.
6. LEAVE ON LOOP OF SLACK FOR EACH CABLE
SERVICE CABINET (NO BATTERIES).
1. SIGNAL SYSTEM INCLUDES BATTERY- BACKUP
NOTES:
LUMINAIRE
6
4
33
PB2-1
PED PB STA
INS. GR.
46
V-3
VID DET V-3
76 77
2012
2013
76 77
H
SHEET
al
e
x
m
a
1:
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1
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e
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i
g
n
a
l
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t
b
l
FEETSCALE
40200
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500spa002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
1-1/C 6 INS. GR.1- CAT 5E TRA MGMT CAM1-3/C 16 (LUM)1-3/C 201-3/C 164-4/C 161-6/C 163" CONDUIT TO HH 1:LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 6)2-ANGLE MOUNT SIGNALS AT 90 AND 180 DEG1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 11'1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'1-TRAFFIC MANAGEMENT CAMERA (C____)TYPE TS-A-35-X6-350/CAM EXTENSION (DAVIT AT 350 DEG)POLE FOUNDATION TYPE TS30-40 DS SY:X:1-1/C 6 INS. GR.1-3/C 16 (LUM)1-3/C 201-3/C 163-4/C 162-6/C 163" CONDUIT TO HH 2:LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 6)1-ANGLE MOUNT CD PED HEADS AT 180 DEG2-ANGLE MOUNT SIGNALS AT 90 AND 180 DEG1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'TYPE TS-A-35-D40-9 (DAVIT AT 350 DEG)POLE FOUNDATION TYPE TS30-40 DS SY:X:
MAST ARM SIGN LOCATION
a
a
a
AS INDICATED WITH THE SIGNING PLAN.
REQUIRED AND ARE INCLUDED WITH THE SIGNING PLAN AND ARE PAID FOR SEPARATELY
FOR THE TRAFFIC CONTROL SIGNAL SYSTEM. ADDITIONAL GROUND MOUNTED SIGNS ARE
MAST ARM OR SIGNAL POLES. THESE SIGNS ARE INCLUDED IN THE LUMP SUM PAYMENT
THE SIGNS ON THIS DETAIL SHEET ARE SIGNS THAT ARE MOUNTED ON THE SIGNAL 2.
ALL SIGN DIMENSIONS ARE IN INCHES.1.
NOTES:
W
EST
NO
RTH
10
61
W
EST
NO
RTH
10
61
EA
ST
SO
UTH
10
61
7
10
13.2 7.4
9
8
1
22.8
7
10
10 8.1
9
8
1.9
30.4
5.
5
24
16.8 24 21.8 24
5.
5
13
48.4 11.2
13.2
21.4
48.4
7
55 55 55
72
108
9.0" Radius, 1.5" Border, White on Green;
"EAST", E Mod 2K; "SOUTH", E Mod 2K; US 10 M1-4; US 61 M1-4;
Arrow 5 - 13.0" 90°;
13.2
21.6 30.8 38.5 54.4
64.4 73.1 81.0 88.4
16.8 62.6
48.4
EA ST SO UTH
10 61
9.
3
10
12.4 10.6
11
.
3
8
1.6
20.9
9.
3
10
10 8.1
11
.
3
8
2.2
29.8
5.
5
24
17 24 22.6 24
4
11
.
4
45 18
12.4
20.4
45
7.
8
52
.
7
52
.
7
52
.
7
72
108
9.0" Radius, 1.5" Border, White on Green;
"WEST", E Mod 2K; "NORTH", E Mod 2K; US 10 M1-4; US 61 M1-4;
Arrow 14 - 18.0" 180°;
12.4
24.6 31.9 39.6 55.5
65.8 74.4 81.8 89.2
17.0 63.6
45.0
W EST N O RTH
10 61
9.
3
10
12.4 10.6
11
.
3
8
1.6
20.9
9.
3
10
10 8.1
11
.
3
8
2.2
29.8
5.
5
24
17 24 22.6 24
4
11
.
4
45 18
12.4
20.4
45
7.
8
52
.
7
52
.
7
52
.
7
72
108
9.0" Radius, 1.5" Border, White on Green;
"WEST", E Mod 2K; "NORTH", E Mod 2K; US 10 M1-4; US 61 M1-4;
Arrow 14 - 18.0" 0°;
12.4
24.6 31.9 39.6 55.5
65.8 74.4 81.8 89.2
17.0 63.6
45.0
W EST N O RTH
10 61
ON LE
F
T
T
U
R
N
YI
E
L
D
FL
A
S
H
I
N
G
YE
L
L
O
W
AR
R
O
W
SIGNAL SYSTEM B - MAST ARM SIGN DETAILS
ALEXANDER MAKI
62445 12/09/2025
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
172
P-4
P-5
P-6
P-
4
P-
5
P-
6
SIGN PANELS ON SIGNALS
POLE
NUMBER
"A"
DISTANCE
(FEET)
OR POLE
PANEL
CODE
NUMBER
LEGEND
SIZE
(INCHES)
AREA
(SQ FT)
1 13 P-4 EAST 10 SOUTH 61 UP ARROW 108 x 72 54.00
1 22 P-5 WEST 10 NORTH 61 RIGHT ARROW 108 x 72 54.00
1 POLE R9-3 NO PEDESTRIAN 18 x 18 2.25
1 POLE R9-3 NO PEDESTRIAN 18 x 18 2.25
3 0 R10-X12 LEFT TURN YIELD ON FLASHING YELLOW ARROW 42 x 48 14.00
3 28 P-6 WEST 10 NORTH 61 LEFT ARROW 108 x 72 54.00
4 POLE R9-3 NO PEDESTRIAN 18 x 18 2.25
SPECIFIC NOTE(S):
GENERAL NOTE(S):
1. SEE MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR STANDARD SIGN DESIGNS, ARROW DETAILS AND SPLICE PLATE DETAILS.
2. FOR NON STANDARD SIGN DESIGNS, LAYOUTS ARE INCLUDED. SIGN PANEL DIMENSIONS ARE IN INCHES.
3. SEE STANDARD PLAN 5-297.731 FOR SIGN MOUNTING TO MAST ARM.
4. SEE STANDARD PLAN 5-297.730 FOR SIGN MOUNTING TO ROUND POST.
5. MOUNTING HEIGHT OF POLE MOUNTED SIGN PANELS MUST BE 7 FOOT MINIMUM.
MOUNTING HEIGHT IS MEASURED FROM BOTTOM OF SIGN PANEL TO SURFACE IMMEDIATELY BELOW THE SIGN PANEL.
6. "A" DISTANCE = DISTANCE FROM THE END OF THE MAST ARM TO THE EDGE OF EACH SIGN PANEL.
C30774
V-2
V-3
V-1
1
2
34
SHEET
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f
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DATEISSUED FORNO.
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DESIGNED
DRAWN
CHECKED
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500FIO002A.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
173
AS BUILT
SHEET
al
e
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a
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3
1
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1
2
P
M
12
/
1
2
/
2
0
2
5
pd
f
-
B
a
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d
W
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p
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c
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13
1
4
8
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_
p
e
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DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Signal\cd131481_500FIO002B.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
MJH
ABM
ABM
SIGNAL PLANS
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
174
AS BUILT
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
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7
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
7
:
1
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
LOCKING BOLTS
7/16" X 2"
GRADE 5
JAM NUT
1/2" DIMPLE (2)
BY POLE MFG"R.
CLOSE
NIPPLE
O RING
FLANGE
3/8" X 2" SS BOLT
1" OD X 3/4" ID
BUSHING, USE 1"
DRILL FOR HOLE
SUPPORTING
MEMBER
PVC WIREWAY
O-RING SEAL
BUSHING
7/16"
MOUNTING
HOLE
7/16"
MOUNTING
HOLE
TWO BLIND THREADED INSERTS (RIVET NUT)
USE 17/32" DRILL BIT FOR HOLES
*SEE NOTE NO.3 BELOW
4-3/4" DIA.
BOLT CIRCLE
9-
1
/
2
"
1"
3-
3
/
4
"
1"
5-3/4"
3-
3
/
4
"
O-RING
SEAL
PVC
WIREWAY
4-3/4"
1-1/2"
NOM.
1-1/2" HEAVY
SCHEDULE 80
STAINLESS STEEL
PIPE NIPPLE
(4) 15/32"
THREADED
HOLES
5-1/2"
PVC
TUBE
POLE HUB BY
POLE MFG'R.
5-3/4"
4-3/4"
LOCKING
BOLTS 1/2"
1/2" LOCK
WASHER
1/2" NUT
1/2" DIMPLE (2)
(BY POLE MFG'R.)
1-1/2"
NOM.
1-1/2" HEAVY
SCHEDULE 80
STAINLESS STEEL
PIPE
POLE HUB
(BY POLE
MFG'R.)
POLE
(BY POLE
MFG'R.)
(4) 1/2"
THREADED
HOLES(4) 7/16" X
1" SLOTTED
HOLES (FOR
SIGNAL MOUNT)
FLANGE
ALL THREADED SURFACES TO BE
COATED WITH ANTI-SEIZE COMPOUND.
NOTE:
3 1/2"
PIPE
THREADED HUB AND FLANGE POLE ADAPTOR
EXTENDED THREADED POLE ADAPTER
BOLT ON HUB & FLANGE
TOP VIEW
MAST ARM
12
'
-
8
"
9'
-
6
"
3'
-
2
"
A
N
G
L
E
M
O
U
N
T
PL
U
M
B
I
Z
E
R
ANGLE & STRAIGHT
MOUNT CAP
NOT TO SCALE
BOTTOM OF
TRANSFORMER
BASE
TYPICAL SIGNAL POLE MOUNTING
THREADED HUB &
FLANGE POLE
ADAPTOR
NOTES:
1. ALL THREADED SURFACES TO BE COATED WITH ANTI-SEIZE COMPOUND.
2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS.
3. SEE STANDARD PLATE NUMBER 8123 FOR ADDITIONAL SIGNAL POLE DETAILS.
4. EXTENDED THREADED POLE ADAPTOR ONLY USED WITH 5 SECTION CLUSTER HEADS.
US
E
S
P
A
C
E
R
S
WI
T
H
4
SE
C
T
I
O
N
H
E
A
D
S
3'
-
6
"
AB
O
V
E
L
A
N
D
I
N
G
ACCESSIBLE
PEDESTRIAN
PUSHBUTTON
UNIT W/SIGN
PEDESTRIAN
PUSHBUTTON
APS PUSH
BUTTON POLE
MOUNT ADAPTOR
6"
MI
N
DRILL 1/2"
HOLE FOR
WIRE
WHEN MOUNTING 5
SECTION CLUSTER
HEAD ASSEMBLIES
USE EXTENDED
THREADED POLE
ADAPTORS 1"
1"
PVC WIREWAY
1"
7-
1
/
2
"
2-3/4"
O-RING SEAL
SIDE VIEW
DRILL 25/64"
HOLES (2)
FOR BLIND
THREADED
INSERT
NOTES:
1. ALL THREADED SURFACES TO BE COATED WITH ANTI-SEIZE COMPOUND.
2. USE SIGNAL HEAD MOUNTED SPACERS FOR 4 SECTION POLY HEADS.
3. BLIND THREADED INSERTS (RIVET NUT) MUST BE INSERTED USING
MANUFACTURERS SPECIFIC INSERTION TOOL. NO OTHER METHOD IS ACCEPTABLE.
4. SEE STANDARD PLATE NUMBER 8122 FOR ADDITIONAL PEDESTAL POLE DETAILS.
BOTTOM OF BASE
PEDESTRIAN
PUSHBUTTON
3'
-
6
"
10
'
-
0
"
3-
2
"
NOT TO SCALE
ANGLE/
STRAIGHT
MOUNT CAP
ST
R
A
I
G
H
T
MO
U
N
T
PL
U
M
B
I
Z
E
R
AB
O
V
E
S
I
D
E
W
A
L
K
DRILL 1/2"
HOLE FOR
WIRE
TYPICAL PEDESTAL MOUNTING
US
E
S
P
A
C
E
R
S
WI
T
H
4
SE
C
T
I
O
N
H
E
A
D
S
ACCESSIBLE
PEDESTRIAN
PUSHBUTTON
UNIT W/SIGN
APS PUSHBUTTON
MOUNTING SPACERS
DRILL 25/64"
HOLES (3) FOR
BLIND THREADED
INSERT & SPACERS
14
'
-
2
"
14
'
-
0
"
15
'
-
5
"
SIGNAL SYSTEM - DETAILS
SIGNAL PLAN
CITY OF COTTAGE GROVE DETAILS
175
SHEET
B
o
l
t
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&
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20
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5
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A
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1
3
1
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8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
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7
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
7
:
2
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
7"+
4.25"
-
AB
O
V
E
S
I
D
E
W
A
L
K
L
A
N
D
I
N
G
A
R
E
A
+-
15
"
SILICONE BEAD
ACCESSIBLE
PEDESTRIAN
PUSH BUTTON
UNIT W/SIGN
PUSH BUTTON
SIDEWALK
LANDING
AREA
1'' RIGID PVC CONDUIT
RIGID PVC CONDUIT SWEEP
1/2" ROUNDED RADIUS
1" RIGID PVC CONDUIT WITH END
BELL (2"+/- 1/2" PROJECTION)
NOMINAL 4" NATIONAL PIPE THREAD (NPT)
AS REQUIRED AT THE END OF THE PIPE.
3" REFLECTIVE SHEETING
DRILL 3/4" HOLE
FOR WIRES
DRILL 25/64"
HOLES (2)
FOR BLIND
THREADED INSERT
3" REFLECTIVE
SHEETING
6" BOLT
CIRCLE
BREAKAWAY
BASE
ANCHOR
RODS
<
NOTES:
APS PUSH BUTTON STATION
3'
6
'
'
6'
'
M
I
N
.
6' WALK
C&G
6'
W
A
L
K
C
&
G
C&G
CR
O
S
S
W
A
L
K
CROSSWALK
C&
G
6'
W
A
L
K
6' WALK
1
1 2
(SHOWN)
PB2-1
6
1
CROSSWALK
CR
O
S
S
W
A
L
K
(SHOWN)
7
2
4
CURB IF NEEDED
TWIN PERPENDICULARS DEPRESSED CORNER
PB4-2
A
B
C D
7
4
3
THIS DETAIL APPLIES TO ALL DESIGNS WHEN
PUSH BUTTONS ARE AT THE TOP OF A RAMP
THIS DETAIL APPLIES TO ALL DESIGNS WHEN
PUSH BUTTONS ARE AT THE BOTTOM OF A RAMP
3
5
LANDING
NON-WALKABLE
SURFACE
LANDING
NON-WALKABLE
SURFACE
9"9"
9"
12"
12"
CONCRETE
WALK
CONCRETE
WALK
A - DISTANCE MEASURED FROM THE PUSH BUTTON
TO THE FRONT OF LANDING/TOP OF RAMP
B - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON
TO THE BACK OF LANDING/EDGE OF WALK
C - CLEAR DISTANCE MEASURED FROM THE PUSH BUTTON TO THE
OUTSIDE EDGE OF DOMES IN THE DIRECTION OF TRAVEL
D - CLEAR DISTANCE FROM THE PUSH BUTTON TO THE BACK OF
LANDING MEASURED IN THE OPPOSITE DIRECTION OF TRAVEL
X Y
DISTANCE TO
FRONT OF
LANDING (FT)
SIGNAL CONTROL POINTS
SIGNAL NO.
PB2-1
PB4-2
-
-
-
-
A B
C D
DISTANCE TO
BACK OF
LANDING (FT)
TYPICAL APS PEDESTRIAN PUSH BUTTON LOCATION
THIS IS A GENERAL DETAIL INTENDED TO SHOW THE REQUIREMENTS OF APS PUSH BUTTON LOCATION. FOR PROJECT
SPECIFIC INFORMATION REGARDING PEDESTRIAN RAMP LAYOUT AND PUSH BUTTON LOCATIONS, SEE THE PLAN.
SUPPLEMENTAL GUIDANCE FOR CONSTRUCTING COMPLIANT APS PUSH BUTTONS:
1
2
3
4
5
6
7
CONTRACTOR MUST USE OPTION 1 OR 2 WHEN THE APS PUSH BUTTON
IS SHOWN AT THE EDGE OF WALK. OPTION USED (OR SELECTED)
MUST BE THE SAME THROUGHOUT THE ENTIRE PROJECT.
ANCHOR ROD PLACEMENT
OPTION 1 OPTION 2
THE FACE OF THE BUTTON SHALL BE PARALLEL WITH THE OUTSIDE EDGE OF CROSSWALK.
A MINIMUM 4 FT X 4 FT LANDING AREA SHALL BE PROVIDED ADJACENT TO EACH BUTTON,
WITH A 2 PERCENT MAXIMUM SLOPE IN ALL DIRECTIONS.
BUTTONS SHALL BE WITHIN 5 FT OF THE OUTSIDE EDGE OF THE CROSSWALK.
BUTTONS SHALL BE BETWEEN 1.5 FT AND 10 FT FROM THE BACK OF CURB OR EDGE OF
ROADWAY, MEASURED IN THE DIRECTION OF TRAVEL. STANDALONE PUSH BUTTON STATIONS
SHOULD BE 4' MINIMUM FROM THE BACK OF CURB TO AVOID KNOCKDOWNS.
BUTTONS SHALL BE AT LEAST 10 FT APART.
PROVIDE A MAINTENANCE ACCESS ROUTE (MAR) WHEREVER POSSIBLE FOR SNOW REMOVAL
PURPOSES. A MAR REQUIRES A 6 FT MINIMUM CLEAR DISTANCE BETWEEN A PUSH BUTTON
AND ANY OBSTRUCTIONS,INCLUDING BUILDINGS, V-CURB, ELECTRICAL FOUNDATIONS,
SIGNAL CABINETS, OR ANOTHER PUSH BUTTON.
BUTTON SHOULD BE 2 FT MINIMUM FROM RAMP GRADE BREAK AND BACK OF WALK.
12'' MIN.
CONCRETE MIX
3F52 OR EQUAL
2
4'' TRADE SIZE DIAMETER ALUMINUM SHAFT
(SCHEDULE 40 ALUMINUM - 48" LENGTH)
SPUN FINISHED. ANODIC COATING AS PER
MIL-A-8625C FOR TYPE II, CLASS I COATING.
5/8"(UNC) X 7 1/2" +/- 1/4" STAINLESS
STEEL ROD IN ACCORDANCE WITH MNDOT
3385.2D RODS AND CHAMFERED
(ROUNDED) EDGE ON BOTH ENDS.
DRILL 4 - 3/4" HOLES 6" DEEP
INSERT FOUR ANCHOR RODS USING TWO PART
EPOXY FOUND ON THE MNDOT APL FOR SIGNALS
18" DIAMETER
ANODIZED ALUMINUM
DOME CAP
COMPACTED AGGREGATE BEDDING
APS PUSH BUTTON BASE (SEE MNDOTS
APPROVED/QUALIFIED PRODUCTS LIST)
PLACEMENT AND ORIENTATION OF THE PUSH BUTTON STATION IS CRITICAL. MOUNT THE BUTTON
SO THAT THE FACE IS PARALLEL WITH THE ASSOCIATED CROSSWALK. SCREW IN SHAFT TO A
TIGHTENED POSITION BEFORE MOUNTING ACCESSIBLE PEDESTRIAN PUSH BUTTON UNIT TO THE SHAFT.
ORIENT ACCESS OPENING ON THE BREAKAWAY PEDESTAL DIRECTLY BELOW THE APS BUTTON.
PLUMB THE PUSH BUTTON STATION WITH LEVELING SHIMS IN ACCORDANCE WITH STANDARD PLATE 8129.
INSTALL BLIND THREADED INSERTS USING MANUFACTURER'S SPECIFIC INSERTION TOOL.
USE ZINC PLATED STEEL 1/4 - 20 UNC BLIND THREADED INSERTS SUITABLE FOR MOUNTING ON SURFACE
WALL THICKNESS OF .337. APPROVED BLIND INSERTS ARE LISTED ON MNDOT'S APPROVED/QUALITY
PRODUCTS LIST WEBSITE FOR TRAFFIC SIGNALS.
USE APS 1/4 - 20 STAINLESS STEEL MOUNTING BOLTS. APPLY BRUSH ON ANTI SEIZE COMPOUND TO
BOLTS PRIOR TO ASSEMBLY.
APPLY A BEAD OF 100% SILICONE SEALANT ALONG THE TOP OF THE PUSH BUTTON UNIT WHERE IT
COMES IN CONTACT WITH THE 4" SHAFT.
USE WHITE REFLECTIVE SHEETING AT INTERSECTION CORNERS AND YELLOW REFLECTIVE SHEETING
IN CENTER MEDIANS. APPROVED TUBE DELINEATOR SHEETING IS LISTED ON MNDOT'S APPROVED/QUALIFIED
PRODUCTS LIST WEBSITE FOR SIGNING.
AN 18" X 6" FIBER FORMING TUBE MAY BE USED FOR THE LOWER HALF OF THE FOUNDATION WHEN
CONDITIONS DO NOT ALLOW FOR THE 18" X 6" HOLE TO STAND OPEN.
1:2 (V:H) SLOPE
GROUND LINE
3
3
THE PUSH BUTTON STATION FOUNDATION IS MONOLITHIC (POURED AT ONE TIME) WITH THE SIDEWALK.
PROVIDE A 1:2 (V:H) SLOPE GRADE WHERE THE 6" MIN SIDEWALK DEPTH TRANSITIONS TO THE 12" MIN
FOUNDATION DEPTH. MAINTAIN THE COMPACTED AGGREGATE BEDDING AND THICKNESS USED FOR THE
SIDEWALK THROUGHOUT THE SLOPE AND FOUNDATION GRADING. PROVIDE 1:2 (V:H) SLOPE GRADING 360
DEGREES FOR THE TRANSITION FROM THE SIDEWALK TO THE FOUNDATION WHEN THE FOUNDATION IS NOT
LOCATED NEAR EDGE OF SIDEWALK AND IS SURROUNDED BY CONCRETE WALK.
ENSURE CONCRETE CONTROL JOINTS AND EDGE OF CONCRETE WALK ARE A MINIMUM 9" FROM THE CENTER
OF THE PUSH BUTTON FOUNDATION.
INSTALL THE MANUFACTURER PROVIDED CABLE TETHER ASSEMBLY IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
CABLE TETHER
BOLT
SIGNAL SYSTEM - DETAILS
SIGNAL PLAN
CITY OF COTTAGE GROVE DETAILS
176
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
AP
P
R
O
X
.
2
6
'
+
20
'
3
"
3
"
UPPER CHORD
LOWER CHORD
B
B
SECTION B-B (UPPER CHORD)
3/16
NOTES:
4)
5)
SIGNAL PLAN
CITY OF COTTAGE GROVE DETAILS
177
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAL PLAN
CITY OF COTTAGE GROVE DETAILS
178
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P
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
23"
19"
16"
12
"
14
"
17
"
3 1/2"
1
1
/
2
"
ALUMINUM BASE FRAMEWITH OPEN BOTTOM
FOR ANCHOR RODSSLOTTED MTG. HOLEFOUR (4) 1" X 2 1/2"
17 1/4"
2"
1"
SLIDING RACK BRACE17" X 2" ADJUSTABLE
THREE (3) 2" DIA. HOLESWITH GROMMETS FOR WIRING
17"
15"
19"
10"13"
32
"
34
1
/
2
"
4"
21"
5"
39
1
/
4
"
56
3
/
4
"
27"
23"
4"
16
"
60
"
54
1
/
2
"
METER SOCKET (BY OTHERS)
METER (BY OTHERS)
HINGED BACK DOOR
UNISTRUT RAILS
LINE AND LOAD POWER
2PT TERMINAL BLOCK
GROUND BUS
4P CONTACTOR
NEUTRAL BUS
3PT TERMINAL BLOCK
RACK STANDARD
ALUMINUM BARRIER BETWEENLINE AND LOAD POWER
LUMINAIRE TEST SWITCH HINGE (TYPICAL)
DEAD FRONT LATCH
HINGED DEAD FRONT DOOR
LUMINAIRE TEST SWITCH
SMALL - 4" W X 5 3/4" HLARGE - 5" W X 6 3/4" H
HINGE (TYPICAL)
HINGED FRONT DOOR
ALUMINUM BASE FRAME
BACK ELEVATION RIGHT SIDE ELEVATION
TYPICAL SERVICE CABINET DETAILS
SERVICE CABINET BASE DETAILS
SERVICE CABINET SHELF DETAILS
CAPPED AND VENTED ROOF
TWO (2) CUTOUT PROVISIONS
ALUMINUM BARRIER BETWEEN
13
1
/
4
"
CIRCUIT BREAKERSCUTOUT PROVISIONS FOR
FOR BATTERY BACKUPBYPASS SWITCH
POLICE LOCK WITHSWING DOWN PLATE
3PT LATCH WITHPADLOCKING PROVISIONS
4" LOUVERED VENTS WITH
STEEL SCREEN BACKING
CELLENCLOSED PHOTOELECTRIC
CIRCUIT BREAKERSLOAD CENTER
PHOTOELECTRIC CONTROLVIEWING WINDOW
BATTERY BACKUPBYPASS SWITCH
ADJUSTABLE REMOVABLESHELF
3" WIDE LOAD POWERWIRE WAY
SHELF
SHELF
ADJUSTABLE REMOVABLE
ADJUSTABLE REMOVABLE
PHOTOELECTRIC CONTROLVIEWING WINDOW
3" WIDE LINE POWERWIRE WAY WITH COVER
POLICE LOCK WITHSWING DOWN PLATE
3PT LATCH WITHPADLOCKING PROVISIONS
7. SHORT CIRCUIT RATING - 10,000 AIC SYMMETRICAL.
1. EACH SERVICE CABINET SHALL BE FABRICATED FROM 1/8" ALUMINUM FOR OUTDOOR
2. ALL HINGES, HINGE PINS AND LOCKS SHALL BE OF NON-CORRODING CONSTRUCTION.
6. THE CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC, 60 HZ, AND SHALL BE CLEARLY
MARKED WITH THE "ON" AND "OFF" POSITIONS AND IDENTIFIED WITH THE LOAD WHICH
IT IS CARRYING (E.G. "SIGNALS", "LUMINAIRE WITH NUMBER" OR "FUTURE"). ALL
DETERIORATE WITH MOISTURE OR AGE.
CIRCUIT BREAKERS SHALL BE CLEARLY MARKED IN A MANNER THAT WILL NOT
INTERFERENCE BY MANMADE LIGHT SOURCES AND SHALL NORMALLY FACE NORTH OR EAST.
CABINET AND ON THE LEFT OR RIGHT SIDE OF THE CABINET, ORIENTED TO ELIMINATE
PHOTOELECTRIC CONTROL VIEWING WINDOW. LOCATED IN THE TOP SECTION OF THE
5. PROVIDE A 2" DIA. WEATHERPROOF AND VANDAL RESISTANT CLEAR PLASTIC
COMPLETE SEAL WITH THE ENCLOSURE.
4. BOTH DOOR OPENINGS SHALL BE PROVIDED WITH A NEOPRENE GASKET TO FORM A
NON-CORRODING TAMPERPROOF CARRIAGE BOLTS AND SECURED WITH A STANDARD
3. THE SERVICE CABINET DOORS SHALL BE ATTACHED TO THE ENCLOSURE WITH
WEATHERPROOF SERVICE. AFTER FABRICATION, THE SERVICE CABINET, BOTH INSIDE
ANODIZED FINISH.
8. PROVIDE A PHOTOELECTRIC CONTROL CELL AND LUMINAIRE TEST SWITCH WITHIN
THE CABINET.
AND OUTSIDE, SHALL BE PROTECTED WITH AN EXTERNAL THIRTY (30) MINUTE CLEAR
(DOOR REMOVED)
PERFORATED STAINLESS
POLICE LOCK COMPLETE WITH A NUMBER 2 KEY AND SWING DOWN PLATE.
PROVIDE ONE (1) KEY.100A/2P
C
60A/1P
AUTO
TEST
C
12
34
PHOTOCELL
CONTROL POWER
TEST BY-PASS
TOGGLE SWITCH
GROUND
ROD
CONTACTOR
30A/4P
5 TERMINAL 200 AMP
RINGLESS SOCKET WITH
MECHANICAL BYPASS
METER SOCKET
MAIN SERVICE, 120/240V, SINGLE PHASE, 3 WIRE
STREET LIGHTS METERED POWER
SYSTEM
AC OUT
AC IN
NEU
GND
BATTERY BACK-UP
NE
U
T
R
A
L
B
U
S
GR
O
U
N
D
B
U
S
TB2 (60 AMP)
TO SIGNAL
CABINET
NEUTRAL BUS
LUMINAIRE
LUMINAIRE
LUMINAIRE
LUMINAIRE
CONTROL
L1 N L2
MAIN
15A/1P
15A/1P
15A/1P
15A/1P
15A/1P
LUMINAIRE
CIRCUIT BREAKER
UPS
6PR #19
6PR #19 TO SIGNAL CONTROLLER CABINET
SIGNAL SERVICE METERED POWER
TO SIGNAL CONTROLLER CABINET
10. ALL CONDUIT ENTERING THE FOUNDATION SHALL BE SEALED WITH AN APPROVED DUCT
SEAL.
AS SERVICE ENTRANCE EQUIPMENT" AND APPROVED FOR OUTDOOR USE.
11. EACH SERVICE CABINET SHALL BE U.L. LISTED AND LABELED AS "SUITABLE FOR USE
12. EACH SERVICE CABINET SHALL BE WELDED TO THE BASE IN ACCORDANCE WITH U.L.
STANDARDS.
13. SEE THE INTERSECTION LAYOUT FOR THE REQUIRED NUMBER OF LUMINAIRES AT EACH
INTERSECTION.
14. A 1/2" THICK SOLID BUTYL RUBBER GASKET SHALL BE PROVIDED BETWEEN THE
FOUR (4) STRIPS, SIZED TO FIT THE BASE INCLUDING CORNER HOLE/SLOTS TO
ACCOMMODATE THE ANCHOR RODS. PROVIDE A 1/2" GAP FOR DRAINAGE.
CONCRETE FOUNDATION AND THE SERVICE CABINET. THE GASKET SHALL CONSIST OF
15. UNISTRUT RAILS (#A400EA OR EQUIVALENT) USED FOR SHELF SUPPORTS FOR THREE (3)
ADJUSTABLE AND REMOVABLE SHELVES SHALL BE MOUNTED TO THE SIDES OF THE
SERVICE CABINET.
16. THE 19" RACK IN THE BASE OF THE CABINET SHALL BE CONSTRUCTED TO
TIA/EIA 3100 STANDARDS.
9. PROVIDE CLEARANCE TO INSTALL OR REMOVE THE PHOTOELECTRIC CONTROL CELL.
FRONT ELEVATIONFRONT ELEVATION
FEED POINT WIRING DIAGRAM CONSTRUCTION NOTES
17. SEE THE EQUIPMENT PAD DETAIL SHEET FOR TYPICAL ANCHOR ROD DETAILS.
IT SHALL BE SUPPLIED AND INSTALLED WITH BATTERIES AND 6PR#19 CABLE.
18. THE SERVICE PANEL OF THE SIGNAL CABINET SHALL BE BATTERY BACK-UP.
SIGNAL PLAN
CITY OF COTTAGE GROVE DETAILS
179
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7
:
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
3"
SIDE VIEW
CONTROLLER
CABINET
CONCRETE
PAD
3'3'
12"
30"
PROJECT 2" - 3" ABOVE CONCRETE
CONTROLLER CABINET
2" TO 3"
WALK
4" MIN. CONCRETE
NOTES:
7'
GROUND ROD (5/8" DIA X 15')
GROUND LINE
OR PROPOSED
EXISTING
GROUND LINE
OR PROPOSED
EXISTING
PLAN VIEW
SEE SIGNAL PLAN LAYOUT FOR ADDITIONAL INFORMATION
NOT TO SCALE FOR ILLUSTRATION ONLY
THE DIRECTION OF THE RSC STUBS. NO RSC STUB SHALL BE TERMINATED UNDER
CONTROLLER CABINET SHALL BE PERMANENTLY MARKED WITH AN ARROW TO INDICATE
ANY FORM OF PAVEMENT OR HARD SURFACE, AS DIRECTED BY THE ENGINEER.
DOOR OPEN AS SHOWN.
AVOID CONFLICT WITH THE CONTROLLER CABINET OR THE CONTROLLER CABINET
7. THE CONCRETE PAD ELEVATION SHALL BE ADJUSTED TO MAINTAIN THE 12"
BY THE ENGINEER.
6. THE CONCRETE PAD AND THE CONCRETE WALK SHALL BE CONCRETE MIX 3G52 OR
5. A CONCRETE SIDEWALK SHALL BE ON THE DOOR SIDE OF THE CONTROLLER CABINET,
AS DIRECTED BY THE ENGINEER.
WITHIN THE CONCRETE PAD.
FUNCTIONS (CONTROL EQUIPMENT, SUPPORTING MEMBERS, ETC.).
ABOVE THE CONCRETE. THE CONDUITS SHALL NOT INTERFERE WITH THE CABINET
THE DOOR SIDE OF THE CABINET. THE CONDUITS SHALL PROJECT 2" TO 3"
2. THE TOP OF THE CONDUITS SHALL BE THREADED AND CAPPED AFTER
INSTALLATION (UNTIL CABLES ARE INSTALLED).
1. THE UPPER PART OF THE CONCRETE PAD SHALL BE BEVELED OR CHAMFERED IN A
NEAT MANNER, AS DIRECTED BY THE ENGINEER.
(NO SCALE)
CONTROLLER CABINET
AND
SERVICE CABINET
1. MATERIAL STEEL SHALL BE ASTM, A-36.
2. HOT DIP GALVANIZE FULL LENGTH.
NUTS SHALL RUN FREE AFTER PLATING.
3. RODS TO BE SUPPLIED WITH GALVANIZED
HEAVY HEX NUT AND FLAT WASHER, ASTM,
A-563 ASSEMBLED AFTER ROD PLATING.
3/4" DIA. X 21" LONG BEFORE BENDING.
NOTES:
TYPICAL ANCHOR ROD
(NO SCALE)
CONTROLLER CABINET
AND
SERVICE CABINET
TYPICAL ANCHOR ROD LOCATION
FOR ANCHOR RODS
SLOTTED MTG. HOLE
FOUR (4) 1" X 2 1/2"
14"
3/4" DIA. BOLT
3"
18"
13 UNC-2A
HEAVY HEX NUT
AND FLAT WASHER
16
"
11"
11"
SERVICE
CABINET
CONCRETE PAD
6"15
"
BATTERY BACK-UP SERVICE CABINET
3. THE LOCATION OF CONDUITS WITHIN THE CONCRETE PAD SHALL BE 6" TO THE
CENTER OF THE CONDUIT FROM THE INSIDE LIP OF THE MOUNTING FLANGE ON
FINAL CONDUIT LOCATIONS, AS DIRECTED BY THE ENGINEER.
4. CONDUITS WITH BOTH ENDS TERMINATING WITHIN THE PAD SHALL BE INSTALLED
EQUAL, AS DIRECTED BY THE ENGINEER.
CLEARANCE ABOVE THE EXISTING OR PROPOSED GROUND LINE, AS DIRECTED
9. THREAD AND CAP BOTH ENDS OF ALL RSC STUBS. THE CAPS LOCATED WITHIN THE
TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET
8. THE SERVICE CABINET DOORS SHALL FACE AWAY FROM THE CONTROLLER CABINET TO
BACK VIEW
FOR ANCHOR RODS
SLOTTED MTG. HOLE
FOUR (4) 1" X 2"
41
"
18 1/2"
8 3/4"
8 3/4"
CONTROLLER CABINET
6"
INTERSECTION AND SEE IN THE CABINET. THE CONTROLLER CABINET SHALL NOT
A PERSON WORKING IN THE CABINET HAS A CLEAR LINE OF SITE TO SEE THE
BE ORIENTATED SUCH THAT A PERSON HAS THEIR BACK TO THE INTERSECTION WHEN
10. ORIENT THE CONTROLLER CABINET SUCH THAT WHEN THE CABINET DOOR IS OPENED
WHEN WORKING IN THE CABINET.
CONTROLLER CABINET
6" TYPICAL
CONCRETE WALK
PREFORMED JOINT FILLER
CONTROLLER CABINET DOOR
GROUND ROD
8" MIN.
2" CONDUIT TO HH-2
2" CONDUIT
BACK DOOR
FRONT DOOR
ANGLE IRON
BASE FRAME
BATTERY BACK-UP
SERVICE CABINET
2-3" CONDUITS
TO HH-1
3-3" CONDUITS
TO HH-2
INSIDE LIP OF
MOUNTING FLANGE 2" CONDUIT
TO HH-1
3",2", 1" CONDUIT
(STUB & CAP)
2" CONDUIT TO (SOP)
SIGNAL PLAN
CITY OF COTTAGE GROVE DETAILS
180
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
DETAIL B1: PUSHBUTTON STATION DETAIL B2: SIGNAL PEDESTAL DETAIL B3: SIGNAL POLE
NOTES:
DETAIL A: EXTENDED FLARE
1
2
3
4
5
0"0"
0"0"
0"0"
0"0"
6
7
8
9
10
4
8 8 9
USE AS THE PEDESTRIAN FACILITY APPROACHES FROM THE SAME SIDE AS THE PUSHBUTTON.
USE WHEN PEDESTRIAN FACILITIES DO NOT CONTINUE PAST THE PUSHBUTTON.
WHEN SIGNAL PEDESTALS (INCLUDING RRFBS) AND SIGNAL POLES ARE USED FOR PUSHBUTTON LOCATIONS, PLACE WITHIN THE
PEDESTRIAN RAMP LANDING AREA AS SHOWN.
EVALUATE EXISTING SIGNAL MAST ARM POLES FOR PLACING PUSHBUTTONS. FOR NEW SIGNAL MAST ARM POLES, CONSTRUCT
OUTSIDE OF PEDESTRIAN RAMP LIMITS DUE TO IMPRECISE CONSTRUCTION PRACTICES, FIELD UNCERTAINTIES, AND COMPETING
REQUIREMENTS OF ADA PUSHBUTTON AND TRAFFIC SIGNAL MAST ARM POLE LOCATIONS. EXCEPTIONS ARE CONGESTED URBAN
AREAS AND RURAL ROADWAY INTERSECTIONS.
X, Y COORDINATES GIVEN IN DESIGN ARE AT ALL FACE-OF-PUSHBUTTON LOCATIONS. PROVIDE ADDITIONAL X, Y COORDINATES
FOR CENTER OF FOUNDATION AT NEW SIGNAL POLES AND PEDESTALS THAT CONTAIN PUSHBUTTONS. SEE OFFSET WIDTH, "W",
IN THE TABLE FOR THE OFFSET OF THE PUSHBUTTON FACE TO THE CENTER OF THE SIGNAL COMPONENT.
PEDESTRIAN PUSHBUTTON STATION DETAIL
SIGNAL PEDESTAL DETAIL
CONSTRUCT FULL CURB HEIGHT.
7' MINIMUM DISTANCE (BACK OF CURB TO BACK OF CURB) IS REQUIRED TO ACCOMMODATE 2.5'
DIAMETER PEDESTAL FOUNDATION, 2' DETECTABLE WARNING WIDTH, AND 3" DETECTABLE WARNING
SETBACK.
CONSTRUCT AN 8%-10% WALKABLE CONCRETE FLARE WHEN THE PUSHBUTTON IS OFFSET FROM THE
EDGE OF THE CROSSWALK SO USERS DEPARTING FROM THE PUSHBUTTON WILL TRAVERSE ON A
CONCRETE SURFACE.
CONSTRUCT FOUNDATION FLUSH WITH ADJACENT LANDING (WITHIN 1 4"). SEE STANDARD PLATE 8112.
PEDESTRIAN ACCESS ROUTE/MAINTENANCE ACCESS ROUTE.
ADA LEGEND
4"
0"
0"
4"
IF NEEDED DUE TO DIFFERENCE OF FLOW LINE
ELEVATIONS, THE LOW SIDE OF THE REFUGE MAY
BE RAMPED IF THE MEDIAN WIDTH IS SUFFICIENT
TO PROVIDE BOTH A RAMP AND A LANDING
ADJACENT TO THE PUSHBUTTON.
IF 6' MEDIAN IS ACHIEVED FROM FACE OF CURB
TO FACE OF CURB, CONSTRUCT THE FLARE THROUGH
INTEGRAL TO THE CURB. 6' MINIMUM DISTANCE IS
REQUIRED TO CONSTRUCT REFUGE WITH 2' MINIMUM
DETECTABLE WARNING SURFACE SEPARATION.
4"
0"
BOTTOM OF GUTTER
TOP OF CURB
GUTTER
FLOW LINE
SECTION A-A
0"
A A
A A
PUSHBUTTON LANDING AND EXTENDED WALKABLE FLARE REQUIREMENTS
FAN RAMP SHOWN IN DETAIL, APPLIES TO ALL RAMPS WITH PUSHBUTTONS
MEDIAN FLARE THROUGH
DETAIL B TABLE
6' MIN
MEDIAN
X,Y COORDINATES
PROVIDED IN
THE PLAN
PROJECTED EDGE
OF RAMP
8%-10%
0"
3"
0"
3"
FOUNDATION
X,Y COORDINATES
PROVIDED IN
THE PLAN
8%-10%
PROJECTED EDGE
OF RAMP
EDGE OF LANDING
PERPENDICULAR
TO FOUNDATION
EDGE OF LANDING
TANGENT TO
FOUNDATION
EDGE OF LANDING
PERPENDICULAR
TO FOUNDATION
X,Y COORDINATES
PROVIDED IN THE
PLAN
X,Y COORDINATES
PROVIDED IN THE
PLAN
FOUNDATION
PROJECTED EDGE OF
RAMP
8%-10%
0"
3"
EDGE OF LANDING
PERPENDICULAR
TO FOUNDATION
EDGE OF LANDING
PERPENDICULAR
TO FOUNDATION
EXTENDED
CONCRETE TO
COVER PATH OF
TRAVEL
TRADITIONAL FLARE
6"
0"
3"
U
W
V
W
U
V
W
U
V
FOUNDATION
SHOWN
DASHED FOR
CLARITY
SEMI-DIRECTIONAL RAMP DETAIL A
DETAIL B
2' MIN 2'4'3'
9'WALKABLE
FLARE
0"
3"
6"
0"3"6"
WA
L
K
BL
V
D
PUSHBUTTON FOUNDATIONS DASHED FOR CLARITY (TYP)
3' DOME SETBACK, 4' LONG RAMP, AND PUSHBUTTON
9' FROM THE BACK OF CURB (SHOWN).
USED FOR APS APPLICATIONS WHERE THE PAR DOES
NOT CONTINUE PAST THE PUSHBUTTON.
DIRECT PEDESTRIAN PATH
OF TRAVEL FROM APS
PUSHBUTTON TO OPPOSITE
CURB RAMP
8%-10
%
8%-10
%
STANDARD
PLAN
5-297.885
2 OF 2
STATE DESIGN ENGINEER
LEAD
EXPERT
OFFICE
JEFF PERKINS
ASSISTANT DIVISION DIRECTOR
OPERATIONS DIVISION
ACCESSIBLE PEDESTRIAN SIGNAL (APS)
PUSHBUTTON STATION AND LOCATION REVISED:
10-16-2019APPROVED:
THOMAS STYRBICKI
LANDING EXTENSION
OFFSET (PARALLEL TO ROADWAY) FROM PROJECTED
EDGE OF RAMP TO CENTER OF FOUNDATIONW
V
U
POINT DESCRIPTION PUSHBUTTON STATION
30"
SIGNAL PEDESTAL SIGNAL POLE
18"
30"
18"
PUSHBUTTON OFFSET FROM FRONT OF LANDING (MIN)
F
12"12"
24"
3"6"
S
F
X"
PEDESTRIAN PUSHBUTTON STATION WITH FOUNDATION
SIGNAL PEDESTAL WITH FOUNDATION
PROPOSED SIGNAL POLE
CURB HEIGHT
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM
AND 8.3% MAXIMUM IN THE DIRECTION SHOWN AND CROSS SLOPE
SHALL NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER THAN 2.0%
AND LESS THAN 5.0% IN THE DIRECTION SHOWN AND CROSS SLOPE
SHALL NOT EXCEED 2.0%
S
LANDING AREA - 4'x4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
F
1 1
1 1
1
3
SIGNAL PLAN
CITY OF COTTAGE GROVE DETAILS
181
V-
4
V-3
V-1
V-
2
FEETSCALE
0 20 40
HORZ.
R
REVISE SIGNAL SYSTEM "C"
80TH ST & EAST POINT
DOUGLAS RD / HARDWOOD AVE
SHEET
B
o
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&
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2
5
,
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\
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T
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\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
2
.
d
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g
12
/
1
1
/
2
0
2
5
6
:
5
8
:
2
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
6-3
1-1
6-1
7-1
1-2
3-1
5-2
6-2
4-34-24-1
5-1
2-3
2-2
3-2 8-2 8-1
4
5
6
1
2
3
1
2
3
4
3-3
1-3
7-2
FACE R
1-1,1-2
2-2,2-3
6-1
-ALL SIGNAL INDICATIONS SHALL BE 12" LED
-FYA DENOTES FLASHING YELLOW ARROW
-ALL HEADS SHALL BE BLACK POLYCARBONATE
WITH BLACK BACKGROUND SHIELDS
-ALL SIGNAL HEADS WITH FYA INDICATIONS
SHALL BE BLACK POLYCARBONATE WITH
YELLOW BACKGROUND SHIELDS OR BLACK
BACKGROUND SHIELDS WITH A YELLOW
REFLECTIVE TAPE BORDER
5-1,5-2
Y FYA G
4-1
SIGNAL HEAD CHART
7-2
8-1,8-2
-THE SIGNAL SYSTEM FLASH MODE IS ALL RED.
-NORMAL OPERATION IS 8 PHASE, WITH PHASES 1, 3, 5, AND 7
BEING FLASHING YELLOW ARROWS BY TIME OF DAY.
-PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL.
SIGNAL SYSTEM OPERATION
2+5 EVP
1+6 EVP
3+
8
E
V
P
4+
7
E
V
P
4+
7
C
O
N
F
I
R
M
A
T
I
O
N
L
I
G
H
T
3-1,3-2,3-3
CAMERA NUMBER LOCATION
V-1
V-2
V-4
PHASE
V-3
VIDEO DETECTION CHART
POLE 1 2+5
POLE 2 4+7
POLE 3 1+6
POLE 4 3+8
CONTROLLER PHASING, PEDESTRIAN
INDICATIONS AND PUSH BUTTONS
R
P8
-
2
PB8-2
P8
-
1
P2-2
PB8-1
PB2-2P2-1P4
-
2
PB4-2
PB4-1
P4
-
1
1
2
3
4
3 8
6
1
5
2
74
2-1
WB 80TH STREET
(35 MPH)
SB
H
A
R
D
W
O
O
D
A
V
E
N
U
E
(3
0
M
P
H
)
NB
E
A
S
T
P
O
I
N
T
D
O
U
G
L
A
S
(3
0
M
P
H
)
EB 80TH STREET
(35 MPH)
HA
R
D
W
O
O
D
AV
E
N
U
E
EA
S
T
P
O
I
N
T
DO
U
G
L
A
S
80TH STREET
3
AB
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB2-2)
EXTEND INTO HH1:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(LT ARROW) (PB8-1)
EXTEND INTO HH1:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB4-2)
EXTEND INTO HH2:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(LT ARROW) (PB4-1)
EXTEND INTO HH3:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB8-2)
EXTEND INTO HH5:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
DIR. BORE
3" CONDUIT
4-6/C 16
4-4/C 16
1-3/C 16 (LUM)
2-3/C 16 (EVP)
2-3/C 20 (EVP)
1-3/C 18 (VIDEO)
2-2/C 14
1-1/C 6 INS. GR.
DIR. BORE
3" CONDUIT
4-6/C 16
5-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
1-3/C 18 (VIDEO)
2-2/C 14
1-1/C 6 INS. GR.
DIR. BORE
3" CONDUIT
4-6/C 16
5-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
1-3/C 18 (VIDEO)
2-2/C 14
1-1/C 6 INS. GR.
3" CONDUIT
4-6/C 16
4-4/C 16
1-3/C 16 (LUM)
2-3/C 16 (EVP)
2-3/C 20 (EVP)
1-3/C 18 (VIDEO)
1-2/C 14
1-1/C 6 INS. GR.
3" CONDUIT
4-6/C 16
5-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
1-3/C 18 (VIDEO)
2-2/C 14
1-1/C 6 INS. GR.
DIR. BORE
3" CONDUIT
4-6/C 16
5-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 18 (VIDEO)
2-2/C 14
1-1/C 6 INS. GR.
DIR. BORE
3" CONDUIT (SPARE)
1-1/C 6 INS. GR.
PULL ROPE
1
2
4
4-2,4-3
6-2,6-3
2-1
5-3
1-3
7-1
PB6-2
P6-1
P6-2
PB6-1
CAMERA
NUMBER
DISTANCE FROM
STOP BAR
V-3
V-1
V-1
VIDEO DETECTION ZONE CHART
5'
275'
V-4
5'
5'
DETECTOR ID
V1-1,V1-2
V2-1,V2-2
V-2200'
V-3
V-3
275'
5'
V2-3,V2-4,V2-5
V3-1,V3-2
V6-1,V6-2
V6-3,V6-4,V6-5
V-25'V7-1
V-4
V-4
200'
5'
V8-1
V8-2,V8-3
V5-1,V5-2 5'V-1
V4-1,V4-2
V-25'V4-3,V4-4,V4-5
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB6-2)
EXTEND INTO HH3:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
SIGNAL PLAN
REVISE SIGNAL SYSTEM C
182
ADJUST HH
*
*
*
*
*
*
*
*
5-3
PB2-1
SHEET
B
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,
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20
2
5
,
A
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\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
2
.
d
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g
12
/
1
1
/
2
0
2
5
6
:
5
8
:
3
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
NOTES:
1. THE EXACT LOCATION OF HANDHOLES, POLES, PEDESTRIAN PUSH BUTTON STATIONS, PEDESTALS,
AND EQUIPMENT PAD SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER.
2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF POWER FOR THE
TRAFFIC SIGNAL SYSTEM.
3. FOR TYPE D SIGNS SEE DETAIL SHEET. ALL SIGNS REQUIRED ARE INCIDENTAL.
4. FOR PAVEMENT MARKINGS SEE SIGNING AND STRIPING PLAN.
5. FOR CONSTRUCTION OF PEDESTRIAN CURB RAMPS, CONCRETE WALK, AND MEDIAN WORK, SEE
CONSTRUCTION PLAN.
6. THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS
WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS REQUIRE BORING.
7. ALL NEW CONDUITS SHALL BE SCHEDULE 80 PVC OR HDPE AND CARRY A 1/C #6 GREEN INSULATED
GROUNDING CONDUCTOR AS SHOWN IN THE PLAN.
8. ITEMS NOTED WITH " " ARE PAID FOR UNDER THE VIDEO DETECTOR SYSTEM C PAY ITEM.
1
2
3INPLACE:
PA90 POLE FOUNDATION
TYPE PA90-A-35-X30-3 (DAVIT AT 350 DEG)
1-TYPE 10B AT 180 DEG (VEHICLE AND PED HEADS)
1-TYPE 10B AT 270 DEG (VEHICLE AND PED HEADS)
1-LUMINAIRE (LED)
REMOVE:
A35 MAST ARM
2-12/C 14 IN INPLACE CONDUIT TO HH1
1-4/C 14 IN INPLACE CONDUIT TO HH1
1-3/C 14 IN INPLACE CONDUIT TO HH1
1-3/C 14 (LUM) IN INPLACE CONDUIT TO HH1
1-3/C 20 IN INPLACE CONDUIT TO HH1
S&I:
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
1-STRAIGHT MOUNT SIGNAL AT 28.0'
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT AT 14'
(PHASE 2+5)
1-R10-X12 SIGN ADJACENT TO HEAD (5-2)
F&I:
TYPE A-40 MAST ARM
2-STRAIGHT MOUNT SIGNALS OVERHEAD AT 9.0' AND 18.5'
1-VIDEO DETECTOR (V-1) AT 6'
WITH 6' CAMERA MOUNTING EXTENSION
1-TYPE D SIGN
4-6/C 16 IN INPLACE CONDUIT TO HH1
5-4/C 16 IN INPLACE CONDUIT TO HH1
1-3/C 16 (EVP) IN INPLACE CONDUIT TO HH1
1-3/C 16 (LUM) IN INPLACE CONDUIT TO HH1
1-3/C 18 (VIDEO) IN INPLACE CONDUIT TO HH1
1-3/C 20 (EVP) IN INPLACE CONDUIT TO HH1
1-1/C 6 INS. GR. IN INPLACE CONDUIT TO HH1
INPLACE:
PA90 POLE FOUNDATION
TYPE PA90-A-35-X30-3 (DAVIT AT 350 DEG)
1-TYPE 10B AT 90 DEG (VEHICLE AND PED HEADS)
1-TYPE 10B AT 270 DEG (VEHICLE AND PED HEADS)
1-LUMINAIRE (LED)
REMOVE:
A35 MAST ARM
1-5' MAST ARM EXTENSION
2-PEDESTRIAN PUSH BUTTONS AND SIGNS (R10-4C)
(COVER HOLES WITH WELDED STEEL PLATES)
1-R3-8ACCA SIGN
2-12/C 12 IN INPLACE 3" RSC TO HH2
1-6/C 14 IN INPLACE 3" RSC TO HH2
3-3/C 12 IN INPLACE 3" RSC TO HH2
1-3/C 14 (LUM) IN INPLACE 3" RSC TO HH2
S&I:
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
1-STRAIGHT MOUNT SIGNAL AT 18'
1-ONE WAY EVP LIGHT AT 13.5' (PHASE 4+7)
1-R10-X12 SIGN ADJACENT TO HEAD (7-1)
F&I:
TYPE A-40 MAST ARM
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 9'
1-VIDEO DETECTOR (V-2) AT 7'
WITH 6' CAMERA MOUNTING EXTENSION
1-TYPE D SIGN
3-6/C 16 IN INPLACE 3" RSC TO HH2
5-4/C 16 IN INPLACE 3" RSC TO HH2
1-3/C 16 (EVP) IN INPLACE 3" RSC TO HH2
1-3/C 16 (LUM) IN INPLACE 3" RSC TO HH2
1-3/C 18 (VIDEO) IN INPLACE 3" RSC TO HH2
1-1/C 6 INS. GR. IN INPLACE 3" RSC TO HH2
X:467518.17 Y:132053.75
INPLACE:
PA90 FOUNDATION
REMOVE:
LUMINAIRE - 400 WATT HPS
SALVAGE:
TYPE PA90-A-35-X30-3 (LUMINAIRE AT 350 DEG)
1-5' MAST ARM EXTENSION
S&I:
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
1-STRAIGHT MOUNT SIGNAL AT 31.5'
1-TYPE 10B AT 90 DEG (VEHICLE AND PED HEADS)
1-TYPE 10B AT 180 DEG (VEHICLE AND PED HEADS)
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT AT 16' (PHASE 1+6)
1-R10-X12 SIGN ADJACENT TO HEAD (1-2)
F&I:
TYPE PA100-A-45-X30-3 (LUMINAIRE AT 350 DEG)
2-STRAIGHT MOUNT SIGNALS OVERHEAD AT 11' AND 21'
1-VIDEO DETECTOR (V-3) AT 6' WITH 6' CAMERA MOUNTING EXTENSION
1-LUMINAIRE (LED)
1-TYPE D SIGN
3" CONDUIT TO HH3:
4-6/C 16
5-4/C 16
1-3/C 16 (EVP)
1-3/C 16 (LUM)
1-3/C 18 (VIDEO)
1-3/C 20 (EVP)
1-2/C 14
1-1/C 6 INS. GR.
4 INPLACE:
PA90 POLE FOUNDATION
TYPE PA90-A-40-X30-3 (DAVIT AT 350 DEG)
1-5' MAST ARM EXTENSION
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0' ON MAST ARM EXTENSION
2-STRAIGHT MOUNT SIGNALS AT 7' AND 25'
1-TYPE 10B AT 90 DEG (VEHICLE AND PED HEADS)
1-TYPE 10B AT 180 DEG (VEHICLE AND PED HEADS)
2-ONE WAY EVP DETECTORS AND CONFIRMATORY LIGHTS AT 12'
(PHASE 3+8) (PHASE 4+7)
1-R10-X12 SIGN ADJACENT TO HEAD (3-2)
1-LUMINAIRE (LED)
REMOVE:
2-PEDESTRIAN PUSH BUTTONS AND SIGNS (R10-4C)
(COVER HOLES WITH WELDED STEEL PLATES)
2-12/C 12 IN INPLACE 2.5" RSC TO HH4
1-12/C 14 IN INPLACE 2.5" RSCTO HH4
2-3/C 12 IN INPLACE 2.5" RSC TO HH4
1-3/C 14 IN INPLACE 2.5" RSC TO HH4
1-3/C 14 (CAMERA) IN INPLACE 2.5" RSC TO HH4
1-COAXIAL CABLE IN 2" NMC TO HH4
SALVAGE:
1-VIDEO DETECTOR (V-4) AT 19'
WITH 6' CAMERA MOUNTING EXTENSION
F&I:
1-TYPE D SIGN
1-APS PB AND SIGN (LT ARROW) (PB6-1)
1-VIDEO DETECTOR (V-4) AT 19'
WITH 6' CAMERA MOUNTING EXTENSION
4-6/C 16 IN INPLACE 2.5" RSC TO HH4
4-4/C 16 IN INPLACE 2.5" RSC TO HH4
1-3/C 16 (LUM) IN INPLACE 2.5" RSC TO HH4
2-3/C 16 (EVP) IN INPLACE 2" NMC TO HH4
1-3/C 18 (VIDEO) IN INPLACE 2" NMC TO HH4
2-3/C 20 (EVP) IN INPLACE 2" NMC TO HH4
1-2/C 14 IN INPLACE 2" NMC TO HH4
1-1/C 6 INS. GR. IN INPLACE 2.5" RSC TO HH4
A
SOP- INPLACE TRANSFORMER
INPLACE:
EQUIPMENT PAD
CONTROLLER AND CABINET
REMOVE:
SERVICE CABINET
F&I:
SERVICE CABINET
MODIFY:
CABINET AND CONTROLLER AS NEEDED FOR NEW CONNECTIONS AND
COMPONENTS
SALVAGE:
VIDEO DETECTION COMPONENTS
F&I:
GPS TIME CLOCK
VIDEO DETECTION COMPONENTS
INPLACE 4" RSC FROM
CONTROLLER CABINET TO HH1:
REMOVE:
ALL CABLES
F&I:
7-6/C 16
10-4/C 16
2-3/C 16 (EVP)
2-3/C 18 (VIDEO)
1-3/C 20 (EVP)
4-2/C 14
1-1/C 6 INS. GR.
INPLACE:
2" CONDUIT FROM SERVICE CABINET TO HH1:
REMOVE CABLES
F&I 2-3/C 16 (LUM)
2" CONDUIT FROM SERVICE CABINET TO HH6:
REMOVE CABLES
F&I 2-3/C 16 (LUM)
2" CONDUIT FROM SERVICE CABINET
TO GROUND MOUNTED TRANSFORMER:
REMOVE CABLES
F&I 3-1/C 2
INPLACE 4" RSC FROM
CONTROLLER CABINET TO HH6:
REMOVE:
ALL CABLES
F&I:
8-6/C 16
9-4/C 16
3-3/C 16 (EVP)
2-3/C 18 (VIDEO)
3-3/C 20 (EVP)
4-2/C 14
1-1/C 6 INS. GR.
B
REVISE SIGNAL SYSTEM "C"
80TH ST & EAST POINT
DOUGLAS RD / HARDWOOD AVE
SIGNAL PLAN
REVISE SIGNAL SYSTEM C
183
*
*
*
*
*
*
*
*
*
*
**
SHEET
B
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20
2
5
,
A
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c H:
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0
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1
1
3
1
4
8
1
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A
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\
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3
D
\
1
3
1
4
8
1
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7
0
2
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12
/
1
1
/
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0
2
5
6
:
5
8
:
3
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
NOTES:
1.ALL CABLES SHALL BE CONTINUOUS FROM CABINET
TO SIGNAL COMPONENTS.
2.SIGNAL SYSTEM INCLUDES BATTERY - BACKUP SERVICE
CABINET (WITH BATTERIES).
3.FOR CONDUCTOR COLOR CODE SEE TRAFFIC SIGNAL
POLE WIRING CONNECTOR COLOR CODE DETAIL.
4.FOR EACH "SPARE WIRE, COIL ENOUGH WIRE TO
REACH THE END OF THE MAST ARM IN THE HAND
HOLE NEAREST TO EACH POLE.
5.LEAVE THREE FEET OF SLACK FOR EACH CABLE IN THE
POLE BASE.
2
4+7 EVP
LIGHT
CONTROLLER CABINET
RLA
YLA
GLA
NEU
FYA
SPR
5-1
EVP LIGHT 2+5
EQ. G
NEU
2+5
EVP
DETECTOR
PB8-1
PB2-2
1
2+5 EVP
EVP LIGHT
2+5 EVP
DETECTOR
TO EVP
HUB
DWK
WLK
SPR
NEU
P2-2
PB4-2
2
POWER
INPUT
SERVICE CABINET
3
LUMINAIRE
LUMINAIRE
4
5
LUMINAIRE
64
3-1/C 2
LUMINAIRE
SIGNAL
SERVICE
1
3,4
3
2
1
GR.RD.GR.RD.
1-1/C 6
2
HH 2
4
LUMINAIRE
2
HH 1
GR.RD.
CAMERA
V-1
POWER
CAMERA
V-2
POWER
20
21
31
10
18
20
19
34
33
36
19
30
POWER
V-1
CAMERA21
5,6
P8-1
17
DWK
WLK
SPR
NEU
P8-117
32
HH 6
SIGNAL
SERVICE
2
22-32,35-36
4,22-32,35-36
CABINET
COMMS
91CABINET
COMMS
91 91
3
LUMINAIRE
1
3,4
10-21,32-34
GR.RD.
S.O.P.
TO PB
PED PB STA
PB2-2
34
32
TO PB
PED PB STA
PB4-2
36
P4-2
29
1
PB2-13532INS. GR.
32 INS. GR.
HH 6
4
3+8 EVP
EVP LIGHT
3+8 EVP
DETECTOR
TO EVP
HUB
3
1+6 EVP
EVP LIGHT
1+6 EVP
DETECTOR
TO EVP
HUB
HH 4
6
LUMINAIRE
4
HH 3
GR.RD.
CAMERA
V-3
POWER
CAMERA
V-4
POWER
60
61
49
47
59
48
625,50-62,65-66
5
LUMINAIRE
3
GR.RD.
TO PB
PED PB STA
PB4-1
65
62
62
P8-2
44
INS. GR.62 INS. GR.
6,37-49,62-64
P2-1
28
4-2
TO PB
PED PB
PB8-1
32INS. GR.
33
32INS. GR.
62INS. GR.
HH 5
62 INS. GR.
GR.RD.
62
5,50-62,65-66
5,50-62,65-66
26
4-3
27
22
7-1
11
5-2
2-3
16
2-2
15
2-1
14
8-1
41
8-2
42
39
5-3
6-1
54
6-2
55
12
7-2
13
(SPARE)
18
P2-2
23
1-3
24
(SPARE)
40
(SPARE)
RLA
YLA
GLA
NEU
FYA
SPR
5-211
SPR
SPR
SPR
NEU
SPR
SPR
SPARE13
RED
YEL
GRN
NEU
2-114
RED
YEL
GRN
NEU
2-215
RED
YEL
GRN
NEU
2-316
10
5-1
32INS. GR.
TO PB
PB2-1
35
TO PB
PED PB STA
PB8-2
63
37
3-1
38
3-2
4+7 EVP
DETECTOR
TO EVP
HUB
45
52
3-3
53
(SPARE)
50
1-1
51
1-2
6-3
56
6,37-49,62-64
5,50-62,65-66
6,37-49,62,64
4+7 EVP
EVP LIGHT
46
RLA
YLA
GLA
NEU
FYA
SPR
7-212
REVISE SIGNAL SYSTEM "C"
80TH ST & EAST POINT
DOUGLAS RD / HARDWOOD AVE
RLA
YLA
GLA
NEU
FYA
SPR
7-122
RLA
YLA
GLA
NEU
FYA
SPR
1-323
SPR
SPR
SPR
NEU
SPR
SPR
SPARE24
4-1
25
RED
YEL
GRN
NEU
4-327
RED
YEL
GRN
NEU
4-226
RED
YEL
GRN
NEU
4-125
DWK
WLK
SPR
NEU
P2-128
DWK
WLK
SPR
NEU
P4-229
EVP LIGHT 4+7
EQ. G
NEU
30
POWER
V-2
CAMERA31
INS. GR.32
RLA
YLA
GLA
NEU
FYA
SPR
5-339
RLA
YLA
GLA
NEU
FYA
SPR
3-238
RLA
YLA
GLA
NEU
FYA
SPR
3-137
SPR
SPR
SPR
NEU
SPR
SPR
8-2
40
RED
YEL
GRN
NEU
SPARE
42
RED
YEL
GRN
NEU
8-141
DWK
WLK
SPR
NEU
P8-244 EVP LIGHT 4+7
EQ. G
NEU
4+7
EVP
DETECTOR
46
45
EVP LIGHT 3+8
EQ. G
NEU
3+8
EVP
DETECTOR
48
47
POWER
V-4
CAMERA49
RLA
YLA
GLA
NEU
FYA
SPR
1-150
RLA
YLA
GLA
NEU
FYA
SPR
1-251
SPR
SPR
SPR
NEU
SPR
SPR
SPARE53
RLA
YLA
GLA
NEU
FYA
SPR
3-352
RED
YEL
GRN
NEU
6-154
RED
YEL
GRN
NEU
6-255
RED
YEL
GRN
NEU
6-356
EVP LIGHT 1+6
EQ. G
NEU
1+6
EVP
DETECTOR
DWK
WLK
SPR
NEU
P6-257
60
59
POWER
V-3
CAMERA61
INS. GR.62
PB6-1
PB8-263
64
HH 7
P6-1
43 P4-1
58
P6-2
57
TO PB
PB6-1
64
TO PB
PED PB STA
PB6-2
66
62 INS. GR.
DWK
WLK
SPR
NEU
P6-143
DWK
WLK
SPR
NEU
P4-158
PB6-2
PB4-165
66
SIGNAL PLAN
REVISE SIGNAL SYSTEM C
184
V-
4
V-3
V-1
V-
2
SHEET
B
o
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t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
2
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
8
:
4
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
REVISE SIGNAL SYSTEM "C"
80TH ST & EAST POINT
DOUGLAS RD / HARDWOOD AVE
SIGNAL PLAN
REVISE SIGNAL SYSTEM C
185
SPECIFIC NOTE(S):
GENERAL NOTE(S):
1. SEE MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR STANDARD SIGN DESIGNS, ARROW DETAILS AND SPLICE PLATE DETAILS.
2. FOR NON STANDARD SIGN DESIGNS, LAYOUTS ARE INCLUDED. SIGN PANEL DIMENSIONS ARE IN INCHES.
3. SEE STANDARD PLAN 5-297.731 FOR SIGN MOUNTING TO MAST ARM.
4. SEE STANDARD PLAN 5-297.730 FOR SIGN MOUNTING TO ROUND POST.
5. MOUNTING HEIGHT OF POLE MOUNTED SIGN PANELS MUST BE 7 FOOT MINIMUM.
MOUNTING HEIGHT IS MEASURED FROM BOTTOM OF SIGN PANEL TO SURFACE IMMEDIATELY BELOW THE SIGN PANEL.
6. "A" DISTANCE = DISTANCE FROM THE END OF THE MAST ARM TO THE EDGE OF EACH SIGN PANEL.
7. SEE INTERSECTION LAYOUT FOR SIGN PLACEMENT OF POLE MOUNTED SIGNS.
SIGN PANELS ON SIGNALS
POLE
NUMBER
"A"
DISTANCE
(FEET)
OR POLE
PANEL
CODE
NUMBER LEGEND SIZE
(INCHES)
AREA
(SQ FT)
2 25.5 D-1 80TH ST S 78 x 24 13.00
1 -R10-X12 LEFT TURN YIELD ON FLASHING YELLOW ARROW42 x 48 14.00
3 33 D-2 E PT DOUGLAS RD (LT)/HARDWOOD AVE (RT)126 x 48 42.00
1
2
3
4
D-
2
D-1
D-
3
D-1
D-1
D-2
D-3
R
5.8
15.1
8.1 17.0
8.3
10.0
4.0 60.6
10.3
8.0
6.0 18.2
2
.5
1.
2
1.3 123.5
5.1
10.0
8.1 6.2 6.0 11.2 6.0 46.3
13.4
8.0
6.0 11.1
8.8
15.1
4.0 17.0
12.1
1.2
4.1
8.3
8.3
5.8
48.0
126.0
6.0"Radius,1.3"Border,White on Green;
Arrow 6 -17.0"180°;"Hardwood Ave",D 2K;"E Pt Douglas Rd",D 2K;Arrow 6 -17.0"0°;
8.1
29.1 37.6 45.249.8 57.0 69.1 76.4 83.7
95.7 102.9109.2
1.3
8.1 20.3 27.5 37.5 45.9 53.5 61.0 69.072.179.1
89.896.1 104.9
5.8
15.1
4.1 17.0
8.3
10.0
4.0 6.2 6.0 11.2 6.0 46.3
10.3
8.0
6.0 11.1
2
.5
1.
2
1.3 123.5
5.1
10.0
8.1 60.6
13.4
8.0
6.0 18.2
8.8
15.1
4.0 17.0
8.1
1.212.1
8.3
8.3
5.8
48.0
126.0
6.0"Radius,1.3"Border,White on Green;
Arrow 6 -17.0"180°;"E Pt Douglas Rd",D 2K;"Hardwood Ave",D 2K;Arrow 6 -17.0"0°;
4.1
25.1 37.3 44.5 54.5 62.9 70.5 78.0 86.089.1 96.1
106.8113.1
1.3
8.1 16.6 24.228.8 36.0 48.1 55.4 62.7
74.7 81.988.2 96.9
1 29 D-3 HARDWOOD AVE (LT)/E PT DOUGLAS RD (RT)126 x 48 42.002-R10-X12 LEFT TURN YIELD ON FLASHING YELLOW ARROW42 x 48 14.00
3 -R10-X12 LEFT TURN YIELD ON FLASHING YELLOW ARROW42 x 48 14.00
4 34 D-1 80TH ST S 78 x 24 13.00
4 -R10-X12 LEFT TURN YIELD ON FLASHING YELLOW ARROW42 x 48 14.00
6.0
12.0
8.9 33.6
10.0
8.0
6.0 9.1 6.0 5.5 8.9
6.0
6.0
24.0
78.0
Street Name;
3.0"Radius,1.0"Border,White on Green;
"80th St S",D 2K;
8.9 19.5 29.335.4
48.554.4 63.6
SHEET
B
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&
M
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n
k
,
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c
.
20
2
5
,
A
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s
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1
1
3
1
4
8
1
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A
D
\
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3
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3
1
4
8
1
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7
0
2
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
8
:
5
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM C
186
SHEET
B
o
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t
o
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&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
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g
h
t
s
R
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s
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r
v
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d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
2
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
9
:
0
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM C
187
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
2
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
9
:
0
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM C
188
>>>
V-
3
V-1
V-2
R
SHEET
B
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&
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k
,
I
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c
.
20
2
5
,
A
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l
R
i
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h
t
s
R
e
s
e
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v
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d
c H:
\
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O
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\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
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\
1
3
1
4
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1
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7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
9
:
4
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FEETSCALE
0 10 20
HORZ.
CONTROLLER PHASING, PEDESTRIAN
INDICATIONS AND PUSH BUTTONS
R
P8
-
2
PB
8
-
2
P8
-
1
PB
8
-
1
P6-2
34
1
2
6
5
2
7OLA
HI
N
T
O
N
AV
E
N
U
E
80TH STREET
FACE R
2-1
6-2,6-3
-ALL SIGNAL INDICATIONS SHALL BE 12" LED
-FYA DENOTES FLASHING YELLOW ARROW
-ALL HEADS SHALL BE BLACK POLYCARBONATE
WITH BLACK BACKGROUND SHIELDS
-ALL SIGNAL HEADS WITH FYA INDICATIONS
SHALL BE BLACK POLYCARBONATE WITH
YELLOW BACKGROUND SHIELDS OR BLACK
BACKGROUND SHIELDS WITH A YELLOW
REFLECTIVE TAPE BORDER
5-1,5-2
Y FYA G
A-1,A-2
SIGNAL HEAD CHART
7-1,7-2
-THE SIGNAL SYSTEM FLASH MODE IS ALL RED.
-NORMAL OPERATION IS 5 PHASE, WITH PHASES 5 AND 7
BEING FLASHING YELLOW ARROWS BY TIME OF DAY.
-OLA = PHASES 4 + PHASE 5
-OMIT FYA FOR SOUTHBOUND LEFT WHEN PHASES 8
PEDESTRIAN IS ACTIVATED BETWEEN 7:15AM
TO 8:15AM AND 1:15PM TO 2:30PM
-PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL.
SIGNAL SYSTEM OPERATION
CAMERA NUMBER LOCATION
V-1
V-2
PHASE
V-3
VIDEO DETECTION CHART
POLE 1 6
POLE 3 2+5
POLE 4 4+7
REVISE SIGNAL SYSTEM "D"
80TH ST & HINTON AVE
P6-1
80TH STREET
A-1
7-1A-2
6-1
6-2
6-3
6-4
7-2
2-2
5-1
5-2
1
2
3
4
1 2
3
6
5
4
EB 80TH STREET
(35 MPH)
WB 80TH STREET
(35 MPH)
SB
H
I
N
T
O
N
A
V
E
(2
0
M
P
H
)
A
2-3
1
2
2-1
6 EVP
2+5 EVP
4+
7
E
V
P
PB6-1
PB6-2
2-2,2-3
6-1,6-4
3" CONDUIT
2-12/C 12
2-12/C 14
1-4/C 16
2-3/C 14 (EVP)
1-3/C 14 (BLANK OUT SIGN)
2-3/C 20 (EVP)
2-1/C 10
2-VIDEO CABLES
1-1/C 6 INS. GR.
DENOTES REVISE SIGNAL
SYSTEM PAY ITEM WORK.
NOTE:
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB6-2)
EXTEND INTO HH1:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
3" CONDUIT
1-12/C 12
1-6/C 16
1-3/C 12
2-2/C 14
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB6-1)
EXTEND INTO HH2:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
CAMERA
NUMBER
DISTANCE FROM
STOP BAR
V-2
V-3
V-2
VIDEO DETECTION ZONE CHART
180'
5'
V-3
180'
5'
DETECTOR ID
V2-1,V2-2
V2-3,V2-4
V-25'
V-3180'
V4-1
V4-2
V7-1
V-35'V7-2
V6-3,V6-4 5'V-1
V5-1
V-1180'V6-1,V6-2
SIGNAL PLAN
REVISE SIGNAL SYSTEM D
189
ADJUST HH
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
9
:
4
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
NOTES:
1. THE EXACT LOCATION OF HANDHOLES, POLES, PEDESTRIAN PUSH BUTTON STATIONS, PEDESTALS,
AND EQUIPMENT PAD SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER.
2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF POWER FOR THE
TRAFFIC SIGNAL SYSTEM.
3. FOR TYPE D SIGNS SEE DETAIL SHEET. ALL SIGNS REQUIRED ARE INCIDENTAL.
4. FOR PAVEMENT MARKINGS SEE SIGNING AND STRIPING PLAN.
5. FOR CONSTRUCTION OF PEDESTRIAN CURB RAMPS, CONCRETE WALK, AND MEDIAN WORK, SEE
CONSTRUCTION PLAN.
6. THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS
WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS REQUIRE BORING.
7. ALL NEW CONDUITS SHALL BE SCHEDULE 80 PVC OR HDPE AND CARRY A 1/C #6 GREEN INSULATED
GROUNDING CONDUCTOR AS SHOWN IN THE PLAN.
1
2
3INPLACE:
P90M POLE FOUNDATION
TYPE P90M-A-7.6-D9.1-2.7
1-TYPE 10B AT 270 DEG (VEHICLE AND PED HEADS)
1-LUMINAIRE - 250 WATT HPS MOUNTED AT 355 DEG
WITH CHECK SWITCH ON POLE
1-R9-3A SIGN
1-12/C 12 IN INPLACE CONDUIT TO HH6
1-3/C 14 (EVP) IN INPLACE CONDUIT TO HH6
1-3/C 20 (EVP) IN INPLACE CONDUIT TO HH6
2-1/C 10 IN INPLACE CONDUIT TO HH6
1-VIDEO CABLE (V-1) IN INPLACE CONDUIT TO HH6
REMOVE:
A7.6 MAST ARM
1-TYPE D SIGN
S&I:
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
1-VIDEO DETECTION (V-1) AT 6'
WITH 6' CAMERA MOUNTING EXTENSION
1-ONE WAY EVP DETECTOR AND CONFIRMATORY
LIGHT AT 4' (PHASE 6)
F&I:
TYPE A-35 MAST ARM
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 9'
1-4/C 16 IN INPLACE CONDUIT TO HH6
1-TYPE D SIGN
INPLACE:
PEDESTAL FOUNDATION
10' PEDESTAL POLE
1-APS PB AND SIGN (RT ARROW) (PB8-2)
1-12/C 12 IN INPLACE CONDUIT TO HH2
1-3/C 12 IN INPLACE CONDUIT TO HH2
S&I:
TYPE 1D
F&I:
1-6/C 16 IN INPLACE CONDUIT TO HH2
INPLACE:
P100M POLE FOUNDATION
TYPE P100M-A-10.7-D9.1-2.7
1-TYPE 20B AT 270 DEG (VEHICLE AND PED HEADS)
1-LUMINAIRE - 250 WATT HPS MOUNTED AT 355 DEG
WITH CHECK SWITCH ON POLE
2-12/C 12 IN INPLACE CONDUIT TO HH4
1-3/C 12 IN INPLACE CONDUIT TO HH4
1-3/C 14 (EVP) IN INPLACE CONDUIT TO HH4
1-3/C 20 (EVP) IN INPLACE CONDUIT TO HH4
2-1/C 10 IN INPLACE CONDUIT TO HH4
1-VIDEO CABLE (V-2) IN INPLACE CONDUIT TO HH4
REMOVE:
A10.7 MAST ARM
SALVAGE:
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
1-R10-12 SIGN
S&I:
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 22'
1-VIDEO DETECTION (V-2) AT 6'
WITH 6' CAMERA MOUNTING EXTENSION
1-ONE WAY EVP DETECTOR AND CONFIRMATORY
LIGHT AT 4' (PHASE 6)
F&I:
TYPE A-35 MAST ARM
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 11'
1-R10-X12 SIGN ADJACENT TO 5-1
1-4/C 16 IN INPLACE CONDUIT TO HH4
1-TYPE D SIGN
4 INPLACE:
PA90 POLE FOUNDATION
TYPE PA90-A-20
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 12'
2-TYPE 10A AT 90 AND 180 DEG
1-VIDEO DETECTION (V-3) AT 2'
WITH 6' CAMERA MOUNTING EXTENSION
1-ONE WAY EVP DETECTOR AND CONFIRMATORY
LIGHT AT 4' (PHASE 4+7)
1-R3-1 (SYMBOL) BLANKOUT SIGN ON POLE AT 270 DEG
1-R9-3A SIGN
2-12/C 14 IN INPLACE CONDUIT TO HH3
1-3/C 14 (EVP) IN INPLACE CONDUIT TO HH3
1-3/C 20 (EVP) IN INPLACE CONDUIT TO HH3
1-3/C 14 (BLANK OUT SIGN) IN INPLACE CONDUIT TO HH3
1-VIDEO CABLE (V-3) IN INPLACE CONDUIT TO HH3
1-1/C 6 INS. GR.
F&I:
1-TYPE D SIGN
A INPLACE:
EQUIPMENT PAD
CONTROLLER AND CABINET
SERVICE CABINET
3" CONDUIT TO HH1:
1-12/C 12
1-3/C 12
2-2/C 14
3" CONDUIT TO HH6:
2-12/C 12
2-12/C 14
3-3/C 14 (EVP)
3-3/C 20 (EVP)
1-3/C 14 (BLANK OUT SIGN)
1-3/C 12
4-1/C 10
1-1/C 6
3-VIDEO CABLES (V-1,V-2,V-3)
2" CONDUIT TO SOP:
3-1/C 6
F&I:
1-6/C 16 IN INPLACE CONDUIT TO HH1
2-4/C 16 IN INPLACE CONDUIT TO HH6
REVISE SIGNAL SYSTEM "D"
80TH ST & HINTON AVE
SIGNAL PLAN
REVISE SIGNAL SYSTEM D
190
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
9
:
5
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
REVISE SIGNAL SYSTEM "D"
80TH ST & HINTON AVE
CONTROLLER CABINET
SIGNAL PLAN
REVISE SIGNAL SYSTEM D
191
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
6
:
5
9
:
5
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM D
192
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
0
:
0
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM D
193
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
0
:
0
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM D
194
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
0
:
1
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM D
195
V-
1
V-6
V-
5
V-4
V-3
V-2
R
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
0
:
3
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
A
6-3
1-1
6-2
6-1
8-3 8-1
8-2
1-2
4-2
4-1 4-3
2-1
5-1
5-2
2-2
2-3
WB 80TH STREET
(35 MPH)
EB 80TH STREET
(35 MPH)
HY
D
E
A
V
E
N
U
E
(3
0
M
P
H
)
4
E
V
P
8
E
V
P
1+6 EVP
2+5 EVP
1
2
3
4
1
23
4
5
FACE R
1-1,1-2
2-1,2-2,2-3
6-1,6-2,6-3
-ALL SIGNAL INDICATIONS SHALL BE 12" LED
-FYA DENOTES FLASHING YELLOW ARROW
-ALL HEADS SHALL BE BLACK POLYCARBONATE
WITH BLACK BACKGROUND SHIELDS
-ALL SIGNAL HEADS WITH FYA INDICATIONS
SHALL BE BLACK POLYCARBONATE WITH
YELLOW BACKGROUND SHIELDS OR BLACK
BACKGROUND SHIELDS WITH A YELLOW
REFLECTIVE TAPE BORDER
5-1,5-2
Y FYA G
4-1,4-2,4-3
SIGNAL HEAD CHART
8-1,8-2,8-3
-THE SIGNAL SYSTEM FLASH MODE IS ALL RED.
-NORMAL OPERATION IS 6 PHASE, WITH PHASES 1 AND 5
BEING FLASHING YELLOW ARROWS BY TIME OF DAY.
-PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL.
SIGNAL SYSTEM OPERATION
SIGNAL SYSTEM "E"
80TH ST & HYDE AVE
CAMERA NUMBER LOCATION
V-1
V-2
V-4
PHASE
V-3
VIDEO DETECTION CHART
POLE 1 8
POLE 2 2+5
POLE 2 8
POLE 3 8
V-6
V-5 POLE 3 4
POLE 4 1+6
4 1
3
FEETSCALE
0 10 20
HORZ.
CONTROLLER PHASING, PEDESTRIAN
INDICATIONS AND PUSH BUTTONS
R
P6-2
4
80TH STREET
P6-1
80TH STREET
1
3
PB6-1
P4
-
2
PB4-2
P4
-
1
PB6-2
PB4-1
HY
D
E
AV
E
N
U
E
8
6
1
5
2
4
B
CAMERA
NUMBER
DISTANCE FROM
STOP BAR
V-6
V-2
V-2
VIDEO DETECTION ZONE CHART
5'
275'
5'
DETECTOR ID
V1-1
V2-1, V2-2
V-55'
V-6
V-6
275'
5'
V2-3,V2-4
V6-1, V6-2
V6-3, V6-4,V6-5
V-1
V-3
5'
5'
V8-1
V8-2
V5-1 5'V-2
V4-1, V4-2
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB6-2)
EXTEND INTO HH4:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(LT ARROW) (PB6-1)
EXTEND INTO HH5:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
DIR. BORE
3" CONDUIT
2-6/C 16
6-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
1-3/C 18 (VIDEO)
2-2/C 14
1-1/C 6 INS. GR.
DIR. BORE
3" CONDUIT (SPARE)
1-1/C 6 INS. GR.
PULL ROPE
DIR.BORE
3" CONDUIT
2-6/C 16
4-4/C 16
1-3/C 16 (LUM)
2-3/C 16 (EVP)
2-3/C 20 (EVP)
2-3/C 18 (VIDEO)
1-1/C 6 INS. GR.
DIR.BORE
3" CONDUIT
2-6/C 16
3-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
2-3/C 18 (VIDEO)
1-2/C 14
1-1/C 6 INS. GR.
DIR.BORE
3" CONDUIT
2-6/C 16
3-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
2-3/C 18 (VIDEO)
1-2/C 14
1-1/C 6 INS. GR.
V-45'V8-3
V8-2
V8-3
V8
-
1
SIGNAL PLAN
SIGNAL SYSTEM E
196
*****
*
*
*****
*****
*****
2
2
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
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c
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20
2
5
,
A
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s
R
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s
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d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
0
:
3
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
NOTES:
1. THE EXACT LOCATION OF HANDHOLES, POLES, PEDESTRIAN PUSH BUTTON STATIONS, PEDESTALS,
AND EQUIPMENT PAD SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER.
2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF POWER FOR THE
TRAFFIC SIGNAL SYSTEM.
3. FOR TYPE D SIGNS SEE DETAIL SHEET. ALL SIGNS REQUIRED ARE INCIDENTAL.
4. FOR PAVEMENT MARKINGS SEE SIGNING AND STRIPING PLAN.
5. FOR CONSTRUCTION OF PEDESTRIAN CURB RAMPS, CONCRETE WALK, AND MEDIAN WORK, SEE
CONSTRUCTION PLAN.
6. THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS
WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS REQUIRE BORING.
7. ALL NEW CONDUITS SHALL BE SCHEDULE 80 PVC OR HDPE AND CARRY A 1/C #6 GREEN INSULATED
GROUNDING CONDUCTOR AS SHOWN IN THE PLAN.
8. ITEMS NOTED WITH " " ARE PAID FOR UNDER THE VIDEO DETECTOR SYSTEM E PAY ITEM.
9. ITEMS NOTED WITH " " ARE PAID FOR UNDER THE EMERGENCY VEHICLE PREEMPTION SYSTEM
PAY ITEM.
10. ITEMS NOTED WITH " " ARE PAID FOR UNDER THE TRAFFIC CONTROL SYSTEMS PAY ITEM.
1
2
3
X:472357.68 Y:131983.45
PA90 POLE FOUNDATION
TYPE PA90-A-30-X30-6 (DAVIT AT 350 DEG)
TYPE PA90-X30-6 (DAVIT AT 350 DEG)
TYPE A-35 MAST ARM
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
2-STRAIGHT MOUNT SIGNAL OVERHEAD AT 11.5' AND 23'
2-ANGLE MOUNT SIGNALS AT 90° AND 180°
1-ONE WAY EVP DETECTOR AND
CONFIRMATORY LIGHT AT 8' (PHASES 2+5)
1-VIDEO DETECTOR (V-2) AT 5'
WITH 6' CAMERA MOUNTING EXTENSION
1-VIDEO DETECTOR (V-3) DAVIT MOUNTED
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
1-R10-X12 SIGN ADJACENT TO HEAD (5-1)
1-TYPE D SIGN
3" CONDUIT TO HH 2:
2-6/C 16
4-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
2-3/C 18 (VIDEO)
1-1/C 6 INS. GR.
X:472277.00 Y:131983.34
PA90 POLE FOUNDATION
TYPE PA90-A-35-X30-6 (DAVIT AT 350 DEG)
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
2-ANGLE MOUNT SIGNALS AT 90° AND 180°
1-ANGLE MOUNT C.D. PED HEAD AT 180°
1-APS PB AND SIGN (LT ARROW)(PB4-2)
1-ONE WAY EVP DETECTOR AND
CONFIRMATORY LIGHT AT 6' (PHASES 4)
1-VIDEO DETECTOR (V-4) DAVIT MOUNTED
1-VIDEO DETECTOR (V-5) AT 5'
WITH 6' CAMERA MOUNTING EXTENSION
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
1-TYPE D SIGN
3" CONDUIT TO HH 3:
2-6/C 16
3-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
2-3/C 18 (VIDEO)
1-2/C 14
1-1/C 6 INS. GR.
4 X:472276.81 Y:132080.67
PA100 POLE FOUNDATION
TYPE PA100-A-50-X30-6 (DAVIT AT 350 DEG)
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
2-STRAIGHT MOUNT SIGNALS AT 12' AND 24'
2-ANGLE MOUNT SIGNALS AT 90° AND 180°
2-ANGLE MOUNT C.D. PED HEADS AT 90° AND 180°
1-APS PB AND SIGN (RT ARROW)(PB4-1)
1-ONE WAY EVP DETECTOR AND
CONFIRMATORY LIGHT AT 8' (PHASE 1+6)
1-VIDEO DETECTOR (V-6) AT 5'
WITH 6' CAMERA MOUNTING EXTENSION
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
1-R10-X12 SIGN ADJACENT TO HEAD (1-1)
1-TYPE D SIGN
3" CONDUIT TO HH 4:
2-6/C 16
6-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
1-3/C 18 (VIDEO)
1-2/C 14
1-1/C 6 INS. GR.
A
SOP-GROUND MOUNTED TRANSFORMER
(XCEL ENERGY)
EQUIPMENT PAD (SEE DETAIL SHEET)
SERVICE CABINET
(SSB WITH BATTERY BACKUP AND BATTERIES)
CONTROLLER AND CABINET (TS2 TYPE 1)
WITH GPS TIME CLOCK
3" CONDUIT FROM SIGNAL CONTROLLER TO:
HH1:
2-6/C 16
4-4/C 16
1-3/C 16 (EVP)
1-3/C 20 (EVP)
2-3/C 18 (VIDEO)
1-1/C 6 INS. GR.
HH5:
2-6/C 16
3-4/C 16
1-3/C 16 (EVP)
1-3/C 20 (EVP)
1-3/C 18 (VIDEO)
1-1/C 6 INS. GR.
GROUND WIRE AND GROUND ROD - 8' MIN OUT FROM PAD
1-1", 1-2", 1-3" CONDUIT STUBBED OUT (CAPPED BOTH ENDS)
CONTROLLER CABINET TO SERVICE CABINET:
2-2" CONDUIT
3-1/C 6
1-3/C 16 (BATTERY BACKUP)
1-6PR 19 (CABINET COMMS)
SERVICE CABINET TO GROUND MOUNTED TRANSFORMER:
2" CONDUIT
3-1/C 2
SERVICE CABINET TO HH1:
2" CONDUIT
2-3/C 16 (LUM)
SERVICE CABINET TO HH5:
2" CONDUIT
2-3/C 16 (LUM)
SERVICE CABINET TO EXTERNAL GR. RD.:
1-1/C 6 INS. GR.
(SEE EQUIPMENT PAD DETAIL)
HH1:
2-6/C 16
3-4/C 16
1-3/C 16 (EVP)
1-3/C 20 (EVP)
2-3/C 18 (VIDEO)
1-2/C 14
1-1/C 6 INS. GR.
HH5:
2-6/C 16
6-4/C 16
1-3/C 16 (EVP)
1-3/C 20 (EVP)
1-3/C 18 (VIDEO)
2-2/C 14
1-1/C 6 INS. GR.
B
X:472347.18 Y:132081.56
PA85 POLE FOUNDATION
TYPE PA85-A-20-X30-6 (DAVIT AT 350 DEG)
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
2-ANGLE MOUNT SIGNALS AT 90° AND 180°
1-ANGLE MOUNT C.D. PED HEAD AT 90°
1-ONE WAY EVP DETECTOR AND
CONFIRMATORY LIGHT AT 8' (PHASE 8)
1-VIDEO DETECTOR (V-1) AT 4'
WITH 6' CAMERA MOUNTING EXTENSION
LUMINAIRE-LED (FOR 40' MOUNTING HEIGHT)
1-TYPE D SIGN
3" CONDUIT TO HH 5:
2-6/C 16
3-4/C 16
1-3/C 16 (LUM)
1-3/C 16 (EVP)
1-3/C 20 (EVP)
1-3/C 18 (VIDEO)
1-1/C 6 INS. GR.
SIGNAL SYSTEM "E"
80TH ST & HYDE AVE
SIGNAL PLAN
SIGNAL SYSTEM E
197
*
**
**
*
**
**
*
**
***
**
**
**
**
****
*
*
*
*
*
*
***
***
***
**
**
**
**
**
**
**
****
**
INP.
S&I
F&I
SHEET
B
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&
M
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k
,
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c
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20
2
5
,
A
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s
R
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s
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v
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d
c H:
\
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O
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T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
0
:
4
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
NOTES:
1.ALL CABLES SHALL BE CONTINUOUS FROM CABINET
TO SIGNAL COMPONENTS.
2.SIGNAL SYSTEM INCLUDES BATTERY - BACKUP SERVICE
CABINET (WITH BATTERIES).
3.FOR CONDUCTOR COLOR CODE SEE TRAFFIC SIGNAL
POLE WIRING CONNECTOR COLOR CODE DETAIL.
4.FOR EACH "SPARE WIRE, COIL ENOUGH WIRE TO
REACH THE END OF THE MAST ARM IN THE HAND
HOLE NEAREST TO EACH POLE.
5.LEAVE THREE FEET OF SLACK FOR EACH CABLE IN THE
POLE BASE.
3
4 EVP
LIGHT
CONTROLLER CABINET
RLA
YLA
GLA
NEU
FYA
SPR
5-1
EVP LIGHT 2+5
EQ. G
NEU
2+5
EVP
DETECTOR
8 EVP
EVP LIGHT
8 EVP
DETECTOR
TO EVP
HUB
2
POWER
INPUT
SERVICE CABINET
3
LUMINAIRE
LUMINAIRE
4
5
LUMINAIRE
64
3-1/C 2
LUMINAIRE
SIGNAL
SERVICE
1
4,5
3
2
1
GR.RD.GR.RD.
1-1/C 6
2
5
LUMINAIRE
3
HH 2
GR.RD.
CAMERA
V-1
POWER
37
38
10
17
16
36
26
POWER
V-2
CAMERA18
3,6
P6-1
35
29
HH 5
SIGNAL
SERVICE
2
5,20-30
5,20-30
CABINET
COMMS
91CABINET
COMMS
91 91
3
LUMINAIRE
1
3,4
4,10-19,29
GR.RD.
S.O.P.
TO PB
PED PB STA
PB6-1
51
29
1
50 INS. GR.
4
HH 5
6
LUMINAIRE
4
HH 4
GR.RD.
CAMERA
POWER
CAMERA
V-6
POWER
49
506,39-50,52-53
GR.RD.
50
50INS. GR.
P4-2
24
50INS. GR.
29INS. GR.
4-2
23
20
1-2
31
5-2
8-2
34
8-3
41
6-1
42
32
21 SPR
SPR
SPR
NEU
SPR
SPR
SPARE11
RED
YEL
GRN
NEU
2-113
RED
YEL
GRN
NEU
2-214
RED
YEL
GRN
NEU
2-315
39
1-1
40
1+6 EVP
DETECTOR
TO EVP
HUB
47
1+6 EVP
EVP LIGHT
48
RLA
YLA
GLA
NEU
FYA
SPR
1-220
SPR
SPR
SPR
NEU
SPR
SPR
SPARE21
RLA
YLA
GLA
NEU
FYA
SPR
8-234
RLA
YLA
GLA
NEU
FYA
SPR
8-133
RLA
YLA
GLA
NEU
FYA
SPR
5-231
SPR
SPR
SPR
NEU
SPR
SPR
SPARE32
RLA
YLA
GLA
NEU
FYA
SPR
8-341
RLA
YLA
GLA
NEU
FYA
SPR
6-142
SPR
SPR
SPR
NEU
SPR
SPR
SPARE40
EVP LIGHT 1+6
EQ. G
NEU
1+6
EVP
DETECTOR
48
47
POWER
V-6
CAMERA49
INS. GR.50
PB4-1
PB6-151
52
SIGNAL SYSTEM "E"
80TH ST & HYDE AVE
2
4
LUMINAIRE
2
CAMERA
V-3
POWER
19
29INS. GR.
4-3
12
2-1
13
10
5-1
11
2+5 EVP
DETECTOR
TO EVP
HUB
16
2+5 EVP
EVP LIGHT
17
2-2
14
CAMERA
V-2
POWER
18
4 EVP
DETECTOR
TO EVP
HUB
25
CAMERA
V-4
POWER
27
TO PB
PED PB STA
PB4-2
30
HH 3
HH 1
HH 4
HH 3
6-2
43
P6-2
46
P4-1
45
1
TO PB
PED PB STA
PB4-1
52
TO PB
PED PB STA
PB6-2
53
50 INS. GR.
3,31-38,50-51
6,39-50,52-53
(SPARE)
8-1
33
(SPARE)
6-3
44
(SPARE)
2-3
15
(SPARE)
4-1
22
RED
YEL
GRN
NEU
4-312
POWER
V-3
CAMERA19
RED
YEL
GRN
NEU
4-122
RED
YEL
GRN
NEU
4-223
DWK
WLK
SPR
NEU
P4-224
EVP LIGHT 4
EQ. G
NEU
4
EVP
DETECTOR
26
25
POWER
V-5
CAMERA28
POWER
V-4
CAMERA27
PB4-230
INS. GR.29
DWK
WLK
SPR
NEU
P6-135
EVP LIGHT 8
EQ. G
NEU
8
EVP
DETECTOR
37
36
POWER
V-1
CAMERA38
RLA
YLA
GLA
NEU
FYA
SPR
1-139
RLA
YLA
GLA
NEU
FYA
SPR
6-243
RLA
YLA
GLA
NEU
FYA
SPR
6-344
DWK
WLK
SPR
NEU
P4-145
DWK
WLK
SPR
NEU
P6-246
PB6-253
CAMERA
V-5
POWER
28
SIGNAL PLAN
SIGNAL SYSTEM E
198
V-
1
V-6
V-
5
V-4
V-3
V-2
SHEET
B
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2
5
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s
R
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s
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d
c H:
\
C
O
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T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
0
:
5
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
SIGNAL PLAN
SIGNAL SYSTEM E
199
SPECIFIC NOTE(S):
GENERAL NOTE(S):
1. SEE MnDOT STANDARD SIGNS AND MARKINGS MANUAL FOR STANDARD SIGN DESIGNS, ARROW DETAILS AND SPLICE PLATE DETAILS.
2. FOR NON STANDARD SIGN DESIGNS, LAYOUTS ARE INCLUDED. SIGN PANEL DIMENSIONS ARE IN INCHES.
3. SEE STANDARD PLAN 5-297.731 FOR SIGN MOUNTING TO MAST ARM.
4. SEE STANDARD PLAN 5-297.730 FOR SIGN MOUNTING TO ROUND POST.
5. MOUNTING HEIGHT OF POLE MOUNTED SIGN PANELS MUST BE 7 FOOT MINIMUM.
MOUNTING HEIGHT IS MEASURED FROM BOTTOM OF SIGN PANEL TO SURFACE IMMEDIATELY BELOW THE SIGN PANEL.
6. "A" DISTANCE = DISTANCE FROM THE END OF THE MAST ARM TO THE EDGE OF EACH SIGN PANEL.
7. SEE INTERSECTION LAYOUT FOR SIGN PLACEMENT OF POLE MOUNTED SIGNS.
SIGN PANELS ON SIGNALS
POLE
NUMBER
"A"
DISTANCE
(FEET)
OR POLE
PANEL
CODE
NUMBER LEGEND SIZE(INCHES)AREA
(SQ FT)
2 25 D-5 HYDE AVE S 84 x 24 14.00
1
23
4
D-
5
D-
5
D-5
R
SIGNAL SYSTEM "E"
80TH ST & HYDE AVE
4 26 D-5 HYDE AVE S 84 x 24 14.00
D-1
D-1
D-1
1 10 D-1 80TH ST S 78 x 24 13.002-R10-X12 LEFT TURN YIELD ON FLASHING YELLOW ARROW42 x 48 14.00
3 8 D-1 80TH ST S 78 x 24 13.004-R10-X12 LEFT TURN YIELD ON FLASHING YELLOW ARROW42 x 48 14.00
6.0
12.0
8.9 33.6
10.0
8.0
6.0 9.1 6.0 5.5 8.9
6.0
6.0
24.0
78.0
Street Name;
3.0"Radius,1.0"Border,White on Green;
"80th St S",D 2K;
8.9 19.5 29.335.4
48.554.4 63.6
6.0
12.0
6.2 36.0
10.0
8.0
6.0 18.2 6.05.4 6.2
6.0
6.0
24.0
84.0
Street Name;
3.0"Radius,1.0"Border,White on Green;
"Hyde Ave S",D 2K;
6.2 16.026.0 35.1
48.255.461.7 72.4
SHEET
B
o
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R
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s
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c H:
\
C
O
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\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
1
:
0
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
SIGNAL SYSTEM E
200
SHEET
B
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&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
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s
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s
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c H:
\
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\
0
N
1
1
3
1
4
8
1
\
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A
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\
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3
D
\
1
3
1
4
8
1
C
7
0
3
.
d
w
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12
/
1
1
/
2
0
2
5
7
:
0
1
:
0
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
SIGNAL SYSTEM E
201
S
G
V-3V-
4
V-
2
V-1
H
G
FEETSCALE
0 10 20
HORZ.
R
REVISE SIGNAL SYSTEM "F"
EAST POINT DOUGLAS &
GROVE PLAZA ENTRANCE
SHEET
B
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&
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k
,
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c
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20
2
5
,
A
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c H:
\
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\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
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3
D
\
1
3
1
4
8
1
C
7
0
2
.
d
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12
/
1
1
/
2
0
2
5
7
:
0
1
:
4
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
6-2
6-3
1-1
1-2
6-1
8-3
8-2
5-1
2-2
2-1
8-1
4-3
4-2
4-1
1-3
8-4
2+5 EVP
1+6 CONFIRMATION LIGHT
4
E
V
P
8
E
V
P
1A
2
34
1
2
3
4
5
6
7
8
GR
O
V
E
P
L
A
Z
A
EN
T
R
A
N
C
E
SB EAST POINT
DOUGLAS RD
(30 MPH)
NB EAST POINT
DOUGLAS RD
(30 MPH)
3
1
2
CONTROLLER PHASING, PEDESTRIAN
INDICATIONS AND PUSH BUTTONS
P8
-
2
PB8-2
P8
-
1
P2-2
PB8-1
PB2-2
P2-1
PB2-1
P4
-
2
PB4-2
PB
4
-
1
P4
-
1
1
2
8
6
1
5
2
4
EAST POINT
DOUGLAS RD
R
P6-2
PB6-2
P6-1
PB6-1
2-3
GR
O
V
E
P
L
A
Z
A
EN
T
R
A
N
C
E
3
4
FACE R
1-1,1-2
2-1,2-3
6-2,6-3
-ALL SIGNAL INDICATIONS SHALL BE 12" LED
-FYA DENOTES FLASHING YELLOW ARROW
-ALL HEADS SHALL BE BLACK POLYCARBONATE
WITH BLACK BACKGROUND SHIELDS
-ALL SIGNAL HEADS WITH FYA INDICATIONS
SHALL BE BLACK POLYCARBONATE WITH
YELLOW BACKGROUND SHIELDS OR BLACK
BACKGROUND SHIELDS WITH A YELLOW
REFLECTIVE TAPE BORDER
5-1
Y FYA G
4-1
SIGNAL HEAD CHART
8-1,8-2
-THE SIGNAL SYSTEM FLASH MODE IS ALL RED.
-NORMAL OPERATION IS 8 PHASE, WITH PHASES 1 AND 5
BEING FLASHING YELLOW ARROWS BY TIME OF DAY.
-PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL.
SIGNAL SYSTEM OPERATION
B
CAMERA NUMBER LOCATION
V-1
V-2
V-4
PHASE
V-3
VIDEO DETECTION CHART
POLE 1 1+6
POLE 1 8
POLE 3 2+5
POLE 4 4
5-2
1+6 EVP D
E
T
E
C
T
O
R
PED PB STATION
1-APS PB AND SIGN
(LT ARROW) (PB8-1)
EXTEND INTO HH4:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB2-1)
EXTEND INTO HH4:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(LT ARROW) (PB2-1)
EXTEND INTO HH5:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB4-2)
EXTEND INTO HH6:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB6-2)
EXTEND INTO HH1:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(LT ARROW) (PB4-1)
EXTEND INTO HH1:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(RT ARROW) (PB8-2)
EXTEND INTO HH3:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
PED PB STATION
1-APS PB AND SIGN
(LT ARROW) (PB6-1)
EXTEND INTO HH3:
1" CONDUIT:
1-2/C 14
1-1/C 6 INS. GR.
3" CONDUIT
2-12/C 14
1-4/C 14
1-3/C 14 (EVP)
1-3/C 20 (EVP)
2-2/C 14
1-1/C 6 INS. GR.
3" CONDUIT
2-12/C 14
1-4/C 14
1-3/C 14 (EVP)
1-3/C 20 (EVP)
2-2/C 14
1-1/C 6 INS. GR.
4" CONDUIT
3-12/C 14
F&I 1-4/C 16
1-3/C 14 (EVP)
1-3/C 14 (CAMERA)
1-3/C 14 (LUM)
2-3/C 20 (EVP)
3-2/C 14
1-6PR 19
1-1/C 6 INS. GR.
4" CONDUIT
2-12/C 14
1-4/C 14
1-3/C 14 (EVP)
1-3/C 14 (CAMERA)
1-3/C 14 (LUM)
1-3/C 20 (EVP)
1-2/C 14
1-1/C 6 INS. GR.
2" CONDUIT
2-COAXIAL CABLES (CAMERA)
4" CONDUIT
3-12/C 14
F&I 1-4/C 16
1-3/C 14 (EVP)
1-3/C 14
(CAMERA)
1-3/C 14 (LUM)
2-3/C 20 (EVP)
3-2/C 14
1-6PR 19
1-1/C 6 INS. GR.
4" CONDUIT
2-12/C 14
1-4/C 14
1-3/C 14 (EVP)
1-3/C 14
(CAMERA)
1-3/C 14 (LUM)
1-3/C 20 (EVP)
1-2/C 14
1-1/C 6 INS. GR.
2" CONDUIT
2-COAXIAL
CABLES (CAMERA)
4" CONDUIT
3-12/C 14
F&I 1-4/C 16
1-3/C 14 (EVP)
1-3/C 14
(CAMERA)
1-3/C 14 (LUM)
2-3/C 20 (EVP)
3-2/C 14
1-6PR 19
1-1/C 6 INS. GR.
2" CONDUIT
1-COAXIAL CABLE
(CAMERA)
4" CONDUIT
3-12/C 14
F&I 1-4/C 16
1-3/C 14 (EVP)
1-3/C 14 (CAMERA)
1-3/C 14 (LUM)
2-3/C 20 (EVP)
2-2/C 14
1-6PR 19
1-1/C 6 INS. GR.
2" CONDUIT
1-COAXIAL CABLE (CAMERA)
Y G
4-2,4-3
8-3,8-4
DENOTES REVISE SIGNAL
SYSTEM PAY ITEM WORK.
NOTE:
CAMERA
NUMBER
DISTANCE FROM
STOP BAR
V-1
V-3
VIDEO DETECTION ZONE CHART
5'
200'
DETECTOR ID
V1-1,V1-2
V-460'
V-1
V-1
200'
5'
V2-1,V2-2
V6-1,V6-2
V6-3,V6-4
V-2
V-2
120'
5'
V8-1
V8-2,V8-3
V5-1 5'V-3
V4-2,V4-3 5'V-4
V4-1
1-3
2-2
5-2
6-1
V-35'V2-3,V2-4
SIGNAL PLAN
REVISE SIGNAL SYSTEM F
202
SHEET
B
o
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&
M
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n
k
,
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c
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20
2
5
,
A
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R
i
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h
t
s
R
e
s
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r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
2
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
1
:
4
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
NOTES:
1. THE EXACT LOCATION OF HANDHOLES, POLES, PEDESTRIAN PUSH BUTTON STATIONS, PEDESTALS,
AND EQUIPMENT PAD SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER.
2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF POWER FOR THE
TRAFFIC SIGNAL SYSTEM.
3. FOR TYPE D SIGNS SEE DETAIL SHEET. ALL SIGNS REQUIRED ARE INCIDENTAL.
4. FOR PAVEMENT MARKINGS SEE SIGNING AND STRIPING PLAN.
5. FOR CONSTRUCTION OF PEDESTRIAN CURB RAMPS, CONCRETE WALK, AND MEDIAN WORK, SEE
CONSTRUCTION PLAN.
6. THIS PLAN SPECIFIES CONDUIT SIZES, TYPES, AND GENERAL LOCATIONS. THE EXACT LOCATIONS
WILL BE DETERMINED IN THE FIELD. CONDUITS UNDER THE ROADWAYS REQUIRE BORING.
7. ALL NEW CONDUITS SHALL BE SCHEDULE 80 PVC OR HDPE AND CARRY A 1/C #6 GREEN INSULATED
GROUNDING CONDUCTOR AS SHOWN IN THE PLAN.
1
2
3INPLACE:
PA100 POLE FOUNDATION
TYPE PA100-A-45-D30-9 (DAVIT AT 350 DEG)
2-TYPE 10B AT 90 AND 180 DEG (VEHICLE AND PED HEADS)
1-LUMINAIRE (LED)
2-VIDEO DETECTORS (V-1 & V-2) ON LUMINAIRE
3-12/C 14 IN INPLACE CONDUIT TO HH1
1-3/C 14 (EVP) IN INPLACE CONDUIT TO HH1
2-3/C 14 (CAMERA) IN INPLACE CONDUIT TO HH1
1-3/C 14 (LUM) IN INPLACE CONDUIT TO HH1
1-2/C 14 IN INPLACE CONDUIT TO HH1
1-1/C 6 INS. GR. IN INPLACE CONDUIT TO HH1
2-COAXIAL CABLES (CAMERA) IN INPLACE CONDUIT TO HH1
REMOVE:
A45 MAST ARM
S&I:
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0'
2-STRAIGHT MOUNT SIGNALS OVERHEAD AT 9' AND 30'
1-ONE WAY CONFIRMATORY LIGHT AT 6' (PHASE 1+6)
1-R10-X12 SIGN ADJACENT TO HEAD (1-2)
F&I:
TYPE A-45 MAST ARM
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 19'
1-4/C 16 IN INPLACE CONDUIT TO HH1
INPLACE:
PA85 POLE FOUNDATION
TYPE PA85-A-20
1-5' MAST ARM EXTENSION
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0' ON MAST ARM EXTENSION
2-TYPE 10B AT 90 AND 270 DEG (VEHICLE AND PED HEADS)
1-ONE WAY DETECTOR AND CONFIRMATORY LIGHT (PHASE 8)
1-TYPE D SIGN
2-12/C 14 IN INPLACE CONDUIT TO HH3
1-4/C 14 IN INPLACE CONDUIT TO HH3
1-3/C 14 (EVP) IN INPLACE CONDUIT TO HH3
1-3/C 20 (EVP) IN INPLACE CONDUIT TO HH3
1-1/C 6 INS. GR. IN INPLACE CONDUIT TO HH1
INPLACE:
PA100 FOUNDATION
TYPE PA90-A-40-D30-9 (DAVIT AT 350 DEG)
1-5' MAST ARM EXTENSION
1-ANGLE MOUNT SIGNAL OVERHEAD AT 0' ON MAST ARM EXTENSION
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 13'
2-TYPE 10B AT 90 AND 270 DEG (VEHICLE AND PED HEADS)
1-TYPE 10A AT 180 DEG (VEHICLE HEAD)
1-VIDEO DETECTOR (V-3) ON LUMINAIRE
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 2+5)
1-ONE WAY EVP DETECTOR (PHASE 1+6)
1-LUMINAIRE (LED)
1-R10-X12 SIGN ADJACENT TO HEAD 5-1
3-12/C 14 IN INPLACE CONDUIT TO HH4
1-4/C 14 IN INPLACE CONDUIT TO HH4
1-3/C 14 (EVP) IN INPLACE CONDUIT TO HH4
1-3/C 14 (CAMERA) IN INPLACE CONDUIT TO HH4
1-3/C 14 (LUM) IN INPLACE CONDUIT TO HH4
2-3/C 20 (EVP) IN INPLACE CONDUIT TO HH4
1-1/C 6 INS. GR. IN INPLACE CONDUIT TO HH4
1-COAXIAL CABLE (CAMERA) IN INPLACE CONDUIT TO HH4
F&I:
1-STRAIGHT MOUNT SIGNAL OVERHEAD AT 24'
1-4/C 16 IN INPLACE CONDUIT TO HH4
4
A
INPLACE:
SOP-GROUND MOUNTED
2" RSC INTO SERVICE CABINET:
3-1/C 2
INPLACE:
EQUIPMENT PAD
CONTROLLER AND CABINET
SERVICE CABINET
F&I:
GPS TIME CLOCK
INPLACE:
2-4" CONDUIT TO HH 1:
5-12/C 14
1-6/C 14
2-3/C 14 (EVP)
2-3/C 14 (CAMERA)
1-3/C 20 (EVP)
4-2/C 14
1-1/C 6 INS. GR.
2" CONDUIT TO HH 1:
2-COAXIAL CABLES (CAMERA)
F&I:
1-4/C 16 IN INPLACE CONDUIT TO HH1
1-4/C 16 IN INPLACE CONDUIT TO HH8
INPLACE:
GROUND WIRE AND GROUND ROD - MIN 8' OUT FROM PAD
2-2" AND 1-3" CONDUIT STUBBED OUT (CAPPED BOTH ENDS)
3/4" CONDUIT STUBBED OUT (FOR TELEPHONE LINE)
4" CONDUIT (FOR FUTURE USE)
CONTROLLER CABINET TO SERVICE CABINET:
2" CONDUIT
2-1/C 6
1-1/C 6 INS. GR.
CONTROLLER CABINET TO SERVICE CABINET (COMMS):
2" CONDUIT
1-6PR 19
SERVICE CABINET TO HH 1:
2" CONDUIT
3-3/C 14 (LUM)
HH 1 TO HH 8:
2" CONDUIT
1-3/C 14 (LUM)
SERVICE CABINET TO EXTERNAL GR. RD.:
1" CONDUIT 1-1/C 6 INS. GR.
INPLACE:
2-4" CONDUIT TO HH 8:
5-12/C 14
2-4/C 14
2-3/C 14 (EVP)
2-3/C 14 (CAMERA)
3-3/C 20 (EVP)
4-2/C 14
1-6PR 19
1-1/C 6 INS. GR.
2" CONDUIT TO HH 8:
2-COAXIAL CABLES (CAMERA)
B
REVISE SIGNAL SYSTEM "F"
EAST POINT DOUGLAS &
GROVE PLAZA ENTRANCE
INPLACE:
PA100 FOUNDATION
TYPE PA90-A-40-D30-9 (DAVIT AT 350 DEG)
2-TYPE 10B AT 90 AND 180 DEG (VEHICLE AND PED HEADS)
1-VIDEO DETECTOR (V-4) ON LUMINAIRE
1-ONE WAY EVP DETECTOR AND CONFIRMATORY LIGHT (PHASE 4)
1-R10-12 SIGN ADJACENT TO HEAD 4-2
1-LUMINAIRE (LED)
1-TYPE D SIGN
2-12/C 14 IN INPLACE CONDUIT TO HH6
1-4/C 14 IN INPLACE CONDUIT TO HH6
1-3/C 14 (EVP) IN INPLACE CONDUIT TO HH6
1-3/C 14 (LUM) IN INPLACE CONDUIT TO HH6
1-3/C 20 (EVP) IN INPLACE CONDUIT TO HH6
1-1/C 6 INS. GR. IN INPLACE CONDUIT TO HH6
1-COAXIAL CABLE (CAMERA) IN INPLACE CONDUIT TO HH6
SIGNAL PLAN
REVISE SIGNAL SYSTEM F
203
SHEET
B
o
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20
2
5
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A
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R
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c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
7
0
2
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
1
:
5
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
REVISE SIGNAL SYSTEM "F"
EAST POINT DOUGLAS &
GROVE PLAZA ENTRANCE
27 INS. GR.
8-3 P6-1 8-2
20 21
P8-2
8
EVP LIGHT
23
27 INS. GR.
HH 3
GR.RD.
27
PB6-1
PED PB STA
TO PB
27INS. GR.
25
PB8-2
PED PB STA
TO PB
27 INS. GR.
26
HH 1
1-1 6-1 6-2
10 11
P6-28-4
1-2 P4-1
12
1+6
EVP LIGHT
17
LUMINAIRE
1
TO
LUM
3
27 INS. GR.
PB4-1
PED PB STA
TO PB
27INS. GR.
19
2SIGNAL
SERVICE
POWER
INPUT
SERVICE CABINET
3
LUMINAIRE
LUMINAIRE
4
1
2
1
3-5
GR.RD.
3-1/C#2
5
LUMINAIRE
LUMINAIRE
6
3
4
23-1/C#6
INS. GR.
SIGNAL
SERVICE
3-1/C#6
INS. GR.
GR.RD.
7 71-6PR#19 1-6PR#19 CABINET
COMMS
1-1/C#6
INS. GR.
2
7
1
TO
HH 8
4,5
S.0.P.
RLA
YLA
GLA
NEU
SPR
FYLA
SPR
NEU
RED
YEL
GRN
NEU
1-1
10
6-1
RED
YEL
GRN
NEU
DWK
WLK
SPR
NEU
NEU
6-2
P6-2
11 8-4
RED
YEL
GRN
RLA
YLA
GLA
NEU
DWK
WLK
SPR
NEU
NEU
1-2
P4-1
12
SPR
FYLA
SPR
17 EVP LIGHT 1+6
EQ. G
NEU
19 PB4-1
18 PB6-2
RED
YEL
GRN
NEU
SPR
SPR
SPR
NEU
DWK
WLK
SPR
NEU
8-3
20
P6-1 RED
YEL
GRN
NEU
DWK
WLK
SPR
NEU
NEU
8-2
P8-2
21
NEU
YRA
GRA
23 EVP LIGHT 8
EQ. G
NEU
GR.RD.
27
26 PB8-2
25 PB6-110-27,51
20-27
HH 2
22
13 CAMERA
V-1
POWER
15 CAMERA
V-2
POWER
13 CAMERA
V-1
POWER
15 CAMERA
V-2
POWER
22
SPR
FYLA
NEU
GLA 5-2
14 COAXIAL CABLE
(CAMERA) V-1
14 COAXIAL CABLE
(CAMERA) V-1
16 COAXIAL CABLE
(CAMERA) V-2
8
DETECTOR
TO EVP
HUB
24
*
5-2
YLA
RLA
24 8
EVP
DETECTOR
*
*
*
*
*
NOTES:
1. FOR CONDUCTOR COLOR CODE SEE TRAFFIC
SIGNAL POLE WIRING CONNECTOR DETAIL.
2. ITEMS DENOTED WITH AN * ARE INCLUDED IN
PAYMENT FOR THE EVP SYSTEM PAY ITEM.
3. ITEMS DENOTED WITH AN ** ARE INCLUDED IN PAYMENT
FOR THE TRAFFIC CONTROL INTERCONNECT PAY ITEM.
5-1
39 40
2-3 8-1
2-1 4-3
41
1+6
DETECTOR
TO EVP
HUB
45
2+5
DETECTOR
TO EVP
HUB
46
2+5
EVP LIGHT
47LUMINAIRE
2
TO
LUM
4
50 INS. GR.
HH 4
PB8-1
PED PB STA
TO PB
50INS. GR.
48
PB2-2
PED PB STA
TO PB
50 INS. GR.
49
GR.RD.
50
HH 5
PB2-1
PED PB STA
TO PB
50INS. GR.
38
HH 6
1-3 4-1 P4-2
30 31
4-2
4
EVP LIGHT
35
50 INS. GR.
PB4-2
PED PB STA
TO PB
50INS. GR.
37
GR.RD.
50
HH 8
FROM
HH 1
4,5
RED
YEL
GRN
NEU
SPR
YRA
GRA
NEU
NEU
2-3
8-1
RLA
YLA
GLA
NEU
SPR
FYLA
SPR
NEU
DWK
WLK
SPR
NEU
5-1
40
39
RED
YEL
GRN
RED
YEL
GRN
NEU
RED
YEL
GRN
NEU
2-1
4-3
41
SPR
YLA
GLA
NEU
47 EVP LIGHT 2+5
EQ. G
NEU
45 1+6
EVP
DETECTOR
46 2+5
EVP
DETECTOR
RLA
YLA
GLA
NEU
SPR
FYLA
SPR
NEU
RED
YEL
GRN
NEU
1-3
30
4-1
RED
YEL
GRN
NEU
DWK
WLK
SPR
NEU
NEU
4-2
P4-2
31
35 EVP LIGHT 4
EQ. G
NEU
37 PB4-2
38 PB2-1
48 PB8-1
49 PB2-2
50 INS. GR.
SPR
YLA
GLA
4-5,30-50,52,90
HH 7
32
P2-1
33 CAMERA
V-4
POWER
43 CAMERA
V-3
POWER
33 CAMERA
V-4
POWER
43 CAMERA
V-3
POWER
34COAXIAL CABLE
(CAMERA) V-4 44
COAXIAL CABLE
(CAMERA) V-3
34 COAXIAL CABLE
(CAMERA) V-4
44 COAXIAL CABLE
(CAMERA) V-3
P2-2
42
P8-1
4
DETECTOR
TO EVP
HUB
36
36 4
EVP
DETECTOR
42
SPR
NEU
WLK
DWK
P8-1
P2-2
*
*
*
*
*
*
*
*
*
*
TO HH9
AND 80TH/HARDWOOD/
E. PT. DOUGLAS RD.
90**
**
LUMINAIRE
3
TO
LUM
5
32
SPR
NEU
WLK
DWK
P2-1
51
6-3
52
2-2
30-50,52,90
4-
5
,
3
0
-
5
0
,
5
2
,
9
0
**
4,39-50,52,90**
CONTROLLER CABINET
20
-
2
7
**
4,
3
8
-
5
0
,
5
2
,
9
0
**
YEL
GRN
NEU
6-3
RED
51
YEL
GRN
NEU
2-2
RED
52
PB6-2
PED PB STA
TO PB18
16 COAXIAL CABLE
(CAMERA) V-2
1
2
4 3
SIGNAL PLAN
REVISE SIGNAL SYSTEM F
204
SHEET
B
o
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&
M
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k
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20
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5
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0
2
5
7
:
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:
5
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM F
205
SHEET
B
o
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t
o
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&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
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1
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7
0
2
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
2
:
0
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM F
206
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
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s
e
r
v
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d
c H:
\
C
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1
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1
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1
\
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1
3
1
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1
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7
0
2
.
d
w
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12
/
1
1
/
2
0
2
5
7
:
0
2
:
0
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM F
207
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
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g
h
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1
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1
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7
0
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w
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12
/
1
1
/
2
0
2
5
7
:
0
2
:
1
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BRYAN T. NEMETH
43354 12/09/2025
DLR
PV
BTN
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
FOR
I
N
F
O
R
M
A
T
I
O
N
O
N
L
Y
SIGNAL PLAN
REVISE SIGNAL SYSTEM F
208
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
1013
1014
1015
1016
1017
1018
1019
1020
1021
1022
1023
1024
1025
200020012002
2003
2004
2005
2006
2007
2008
2009
2010
2011
2012
1000
1001
1002
1003
1004
1005
1006
1007
1008
1009
1010
1011
1012
1013
2013
2014
2015
2016
2017
2018
2019
2020
2021
2022
2023
2024
2025
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
S
L
D
D
D
D
C
HH
C
D
S
H
S
SHEET
al
e
x
m
a
3:
2
0
:
2
5
P
M
12
/
1
2
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
S
i
g
n
a
l
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
1000 200
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LIGHTING FEED POINT 82P2
F&I EQUIPMENT PAD B
S&I EXISTING LIGHTING FEED POINT 82P2
MAURY HOOPER
26435 12/09/2025
MJH
ABM
ABM
STREET LIGHTING PLAN
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
209
TO INPLACE LIGHTING UNIT
F&I 1-4/C 4 AWG
TO INPLACE LIGHTING UNIT
F&I 1-4/C 4 AWG
F&I 1-4/C 4 AWG
F&I 1-4/C 4 AWG
F&I 3" NMC
F&I 1-4/C 4 AWG
F&I 3" NMC
F&I 1-4/C 4 AWG
80TH STREET
NB TH 61
SB TH 61
80TH STREET
NB TH 61 ON RAMP
NB TH 61 OFF RAMP
SB TH 61 OFF RAMP
SB TH 61 ON RAMP
5
P2
9
P2
11
P2
10
P2
12
P2
13
P2
2
P24
P2
3
P2
P2 P2
7 6
P2P2P2
243
P2
1
W DENOTES NEUTRAL CONDUCTOR
B B
W W
R R
2 - 2 POLE
FD. PT. 82P2
1-4/C#41-4/C#4
CABINET TYPE L1
240/480 VOLT
B AND R DENOTE CURRENT CARRYING CONDUCTORS
DASHED LINES DENOTE INPLACE ITEMS
BREAKERS
P2
5
P2 P2
11 9
P2
10
P2
8
P2
13
P2
12
P2
14
LIGHTING SERVICE CABINET TO TRANSFORMER WITH XCEL.
CONTRACTOR SHALL COORDINATE REVISION AND RECONNECTION OF SALVAGED1.
NOTES:
SHEET
al
e
x
m
a
3:
2
0
:
2
7
P
M
12
/
1
2
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
S
i
g
n
a
l
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
MAURY HOOPER
26435 12/09/2025
MJH
ABM
ABM
STREET LIGHTING PLAN
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
242
210
AS BUILT
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
>>
>>
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F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
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C-
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C-
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F-
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D
C-D
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C-D C-D C-D
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
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G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D
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EEEEEEEEE
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
EEEEEEEEEEEEE
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F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
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E-D E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D
F-D
F-D
F-D F-D
F-D F-D F-D F-D F-D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
D >>>>>>
>>>>>>>>>>>>>>>>>>>>
>>
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>>
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80+00
81+00
82+00 83+00 84+00 85+00 86+00 87+00
81+00
82+00 83+00 84+00 85+00 86+00 87+00 88+00
COTTAGE GROVE ROW (TYP.)℄ 80TH ST WB
REMOVE LIGHTING UNIT
MOVE LIGHT 25' EAST
B3-B
A3-B
B4-B
A4-B
B5-B
A5-B
B6-X
A6-B
REMOVE LIGHTING UNIT 4 - 1/C #6
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE WIRE
IN EXISTING CONDUITREMOVE WIRE
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
CONSTRUCT 210 LF - 1.5" NMC
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE EXISTING
CONDUIT AND WIRE
REMOVE EXISTING
CONDUIT AND WIRE
REMOVE LIGHTING UNIT
CONSTRUCT 225 LF - 1.5" NMC
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
℄ 80TH ST EB
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E-D
E-D
E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
H
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D
X X X X X X X X X X X X X X X X X
E-D E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D
E-
D
E-
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E-
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E-
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E-
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E-
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E-
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E-D
E-D
E-D
E-D
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F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
C-D
C-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
H
S
S
D
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
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BRIDGE NO.
82019
Ra
m
p
F
Ra
m
p
H
20
1
2
+
0
0
2012+54.07
20
1
3
+
1
7
.
1
2
201
4
+
0
0
℄ 80TH ST EB
℄ 80TH ST WB
℄ RAMP F
℄ RAMP H
74+00
75+00 76+00
77+00
78+00
79+00
80+00
81+00
74+00
75+00 76+00 77+00
78+00
79+00
80+00
81+00
A1-B
B2-B
A2-B
B3-B
A3-B
B1-B
REMOVE LIGHTING UNIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT REMOVE LIGHTING UNIT
REMOVE DIRECT BURY WIRE
CONSTRUCT 320 LF - 1.5" NMC
4 - 1/C #6
1 - 1/C #6 EGC
CONSTRUCT 200 LF - 1.5" NMC
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE EXISTING
CONDUIT AND WIRE
M
SEE MNDOT LIGHTING SHEETS
FOR RAMP LIGHTING SYSTEM REVISIONS
SHEET
B
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STREET LIGHTING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
21
2
R
211
R
NOTES:
1.HANDHOLES AT LIGHT LOCATIONS ARE NOT UNIQUELY
IDENTIFIED.
2.THE CONTRACTOR SHALL PRESERVE, PROTECT AND RECONNECT
ALL CONDUCTORS NOT SPECIFICALLY NOTED ON THESE PLANS
FOR REPLACEMENT.
3.INPLACE CONDUCTORS NOT SPECIFICALLY NOTED FOR
REPLACEMENT THAT ARE DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL BE REPLACED TO THE SATISFACTION OF THE
ENGINEER AT NO COST TO THE OWNER.
4.CONDUCTOR INSULATION DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL NOT BE REPAIRED WITH TAPE OR HEAT
SHRINK OR OTHER MEANS. THE DAMAGED CONDUCTOR SHALL
BE REPLACED IN ITS ENTIRETY BETWEEN PULL POINTS.
5.THE EXISTING #10 EGC SHALL BE REPLACED WITH A NEW #6
AWG EQUIPMENT GROUNDING CONDUCTOR AS DETAILED IN
"5.1" THROUGH "5.4" BELOW. THE NEW EGC SHALL MEET ALL
THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
5.1.FEEDPOINT 1- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM LIGHTING UNIT L2-A TO LIGHTING UNIT BL1.
5.2.FEEDPOINT 2- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT.
5.3.FEEDPOINT 3- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM HH6 TO LIGHTING UNITS S1 AND S2.
5.4.FEEDPOINT 4- THE EGC FROM THE FEEDPOINT TO THE
LIGHTING UNITS L58-A AND L56-A. CONNECT THE EGC FROM
LIGHTING UNIT L60 TO THE NEW EGC IN THE L58-A
HANDHOLE. THE EGC FROM THE FEEDPOINT TO LIGHTING
UNIT L59-X.
L## - *
CIRCUIT:
IDENTIFIER
HANDHOLE TYPE:
A - TYPE A HANDHOLE
B - TYPE B HANDHOLE
X - USE EXISTING HANDHOLE
LEGEND:
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC.
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC AND
1.5" NON-METALLIC CONDUIT (NMC)
STREET LIGHT PER LGT-14 (MOD.) AND BASE PER LGT-5
SERVICE CABINETM
F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
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>>>>>>>>>>>>>>>>>>>>>
>
>
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>>>>>>>>>>>
>
>
>
S
S
S
DD
D
D
l
l
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DF-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C
F-
D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-
D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D
C-D C-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
C
H
F-D F-D F-D F-D F-D F-D F-D F-DH
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
C
C
C
C
C
C H
H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
D
S
S
F-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-BF-B
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-D F-D
C-
D
C-
D
C-
D
C-
D
H
E
H
>>>>>>>>>>>>>>>>D
D
D
D
℄ 80TH ST EB
℄ 80TH ST WB
94+00 95+00
96+00 97+00 98+00 99+00 100+00 101+00
94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00
D2-B
C3-A
D3-B
C4-X
D4-B
C5-A
D5-B
C6-A
CONSTRUCT 190 LF - 1.5" NMC
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE EXISTING
CONDUIT AND WIRE
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
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F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
>>
>>
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E-D E-D E-D
E-
D
E-
D
G-D G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
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E-
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E-
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E-
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E-D E-D E-D E-D E-
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E-
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E-
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E-
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E-
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E-
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F-D
F-D
F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
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C-
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F-
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F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D
C-D
C-D
C-D
C-
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C-
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C-
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C-
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C-
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C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
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C-
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C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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F-
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F-
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F-D F-D F-D
C-D
C-D
C-D C-D C-D
F-
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F-
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F-
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F-
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F-
D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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F-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-DG-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
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G-
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G-
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G-
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G-
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G-
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C-
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C-
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F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B
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F-
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F-
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E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-B
C-D
C-
D
C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D
F-
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F-
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F-D F-D
F-
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F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
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87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00
88+00 89+00 90+00 91+00 92+00 93+00 94+00
M
COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
REMOVE LIGHTING UNIT
B7-B
C1-A
D1-B
C2-A
D2-B
HH2
4 - 1/C #6
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE WIRE
IN EXISTING CONDUIT
REMOVE WIRE
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
CONSTRUCT 200 LF - 1.5" NMC
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE EXISTING
CONDUIT AND WIRE
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
HH1
REMOVE AND REPLACE SERVICE
CABINET PER FEEDPOINT 1/223
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STREET LIGHTING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
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A
B
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SE
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S
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21
1
SE
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21
3
212
R
R
1
NOTES:
1.HANDHOLES AT LIGHT LOCATIONS ARE NOT UNIQUELY
IDENTIFIED.
2.THE CONTRACTOR SHALL PRESERVE, PROTECT AND RECONNECT
ALL CONDUCTORS NOT SPECIFICALLY NOTED ON THESE PLANS
FOR REPLACEMENT.
3.INPLACE CONDUCTORS NOT SPECIFICALLY NOTED FOR
REPLACEMENT THAT ARE DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL BE REPLACED TO THE SATISFACTION OF THE
ENGINEER AT NO COST TO THE OWNER.
4.CONDUCTOR INSULATION DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL NOT BE REPAIRED WITH TAPE OR HEAT
SHRINK OR OTHER MEANS. THE DAMAGED CONDUCTOR SHALL
BE REPLACED IN ITS ENTIRETY BETWEEN PULL POINTS.
5.THE EXISTING #10 EGC SHALL BE REPLACED WITH A NEW #6
AWG EQUIPMENT GROUNDING CONDUCTOR AS DETAILED IN
"5.1" THROUGH "5.4" BELOW. THE NEW EGC SHALL MEET ALL
THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
5.1.FEEDPOINT 1- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM LIGHTING UNIT L2-A TO LIGHTING UNIT BL1.
5.2.FEEDPOINT 2- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT.
5.3.FEEDPOINT 3- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM HH6 TO LIGHTING UNITS S1 AND S2.
5.4.FEEDPOINT 4- THE EGC FROM THE FEEDPOINT TO THE
LIGHTING UNITS L58-A AND L56-A. CONNECT THE EGC FROM
LIGHTING UNIT L60 TO THE NEW EGC IN THE L58-A
HANDHOLE. THE EGC FROM THE FEEDPOINT TO LIGHTING
UNIT L59-X.
L## - *
CIRCUIT:
IDENTIFIER
HANDHOLE TYPE:
A - TYPE A HANDHOLE
B - TYPE B HANDHOLE
X - USE EXISTING HANDHOLE
LEGEND:
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC.
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC AND
1.5" NON-METALLIC CONDUIT (NMC)
STREET LIGHT PER LGT-14 (MOD.) AND BASE PER LGT-5
SERVICE CABINETM
SEE SHEET 216
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-
D
F-
D
F-
D
F-
D
F-D F-D F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
H HFF
HEHF
FH
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EE
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E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-DC
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-
D
F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-
D
C-
D
C
F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
C-
D
C-
D
C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D F-D F-D F-D
F-
D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D
G-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D
E-D
E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
C
H
H H
HH
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-DE-D
SS
E
DD D
E-
D
E-
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E-
D
E-
D
E-
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
H
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-
D
F-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D
E-D
E-
D
E-
D
E-
D
E-
D E-D E-D E-D E-D
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Hi
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t
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Av
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m
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s
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d
108+00 109+00 110+00 111+00 112+00 113+00 114+00
108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00
M
COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
REMOVE AND REPLACE SERVICE
CABINET PER FEEDPOINT 2/226
INCL. EQUIPMENT PAD/222
F4-A
E4-X
F5-A
G1-X
H2-A
REMOVE LIGHTING UNIT REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
HH3
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE WIRE
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
ADD LIGHT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
UTILITY & SIDEWALK EASEMENT (TYP.)
H1-A
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
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>>
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>
>
>
>
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>>>>>>>>>>>
>
>
>
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SS S
SS S S
D
E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
H
H
H
G-D G-D G-D G-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-D
F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D
C-
D
E-D E-D E-D E-D E-DG-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-
D
E-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C
C H
H
H
H H H
H
H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E
C C
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101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00
COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
C6-A
F1-A
E1-X
F2-X
E2-A
F3-A
E3-X
F4-A
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT REMOVE LIGHTING UNIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
UTILITY & SIDEWALK EASEMENT (TYP.)
SIDEWALK EASEMENT (TYP.)
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STREET LIGHTING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
21
2
SE
E
S
H
E
E
T
21
4
213
R
R
NOTES:
1.HANDHOLES AT LIGHT LOCATIONS ARE NOT UNIQUELY
IDENTIFIED.
2.THE CONTRACTOR SHALL PRESERVE, PROTECT AND RECONNECT
ALL CONDUCTORS NOT SPECIFICALLY NOTED ON THESE PLANS
FOR REPLACEMENT.
3.INPLACE CONDUCTORS NOT SPECIFICALLY NOTED FOR
REPLACEMENT THAT ARE DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL BE REPLACED TO THE SATISFACTION OF THE
ENGINEER AT NO COST TO THE OWNER.
4.CONDUCTOR INSULATION DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL NOT BE REPAIRED WITH TAPE OR HEAT
SHRINK OR OTHER MEANS. THE DAMAGED CONDUCTOR SHALL
BE REPLACED IN ITS ENTIRETY BETWEEN PULL POINTS.
5.THE EXISTING #10 EGC SHALL BE REPLACED WITH A NEW #6
AWG EQUIPMENT GROUNDING CONDUCTOR AS DETAILED IN
"5.1" THROUGH "5.4" BELOW. THE NEW EGC SHALL MEET ALL
THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
5.1.FEEDPOINT 1- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM LIGHTING UNIT L2-A TO LIGHTING UNIT BL1.
5.2.FEEDPOINT 2- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT.
5.3.FEEDPOINT 3- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM HH6 TO LIGHTING UNITS S1 AND S2.
5.4.FEEDPOINT 4- THE EGC FROM THE FEEDPOINT TO THE
LIGHTING UNITS L58-A AND L56-A. CONNECT THE EGC FROM
LIGHTING UNIT L60 TO THE NEW EGC IN THE L58-A
HANDHOLE. THE EGC FROM THE FEEDPOINT TO LIGHTING
UNIT L59-X.
L## - *
CIRCUIT:
IDENTIFIER
HANDHOLE TYPE:
A - TYPE A HANDHOLE
B - TYPE B HANDHOLE
X - USE EXISTING HANDHOLE
LEGEND:
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC.
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC AND
1.5" NON-METALLIC CONDUIT (NMC)
STREET LIGHT PER LGT-14 (MOD.) AND BASE PER LGT-5
SERVICE CABINETM
TRASH
HF
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>S
SS
F-D F-D F-D F-D F-D F-D
H
E-
D
E-
D
H
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D G-D G-D G-D
C
C
H
>>
>>
>>
>>
>>
>>
>>l
l
l
l
S S
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-
D
C-
D
C-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-
D
F-
D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
CC
>
>
>
>
>
>
H H H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D
G
G
E E E E E E E E E E
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
F-B F-B F-B F-B
E
F
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-D F-D
F-
D
F-
D
F-
D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>
D
Hy
n
e
s
Av
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u
e
122+00 123+00 124+00 125+00 126+00 127+00
128+00
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00
HH4
COTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
J1-A
I2-B
J2-A
I3-B
J3-A
I4-X
J4-A
HH5
REMOVE EXISTING
CONDUIT AND WIRE REMOVE EXISTING
CONDUIT AND WIRE
REMOVE EXISTING
CONDUIT AND WIRE
REMOVE LIGHTING UNIT
CONSTRUCT 215 LF - 1.5" NMC
4 - 1/C #6
1 - 1/C #6 EGC
CONSTRUCT 205 LF - 1.5" NMC
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE LIGHTING UNIT
CONSTRUCT 195 LF - 1.5" NMC
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT REMOVE LIGHTING UNIT REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNITREMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
l
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>>
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>>
>>
>>
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>>>>>>>>>>>>>>>
>
>
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>>>>>>
>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>
>
>
>
>
W
S S
S
S S
S
D
D
W
l
l
l
l
l
l
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-D E-D E-D E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-
D
C-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-
D
G-D G-D G-D G-D G-D G-D
G-
D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
C
C
C
HH H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
D D
E E E E E E E E E E E E
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-BF-B F-B F-B F-B
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
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℄ 80TH ST EB
℄ 80TH ST WB
115+00 116+00 117+00 118+00 119+00 120+00 121+00
115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00
COTTAGE GROVE ROW (TYP.)
H2-A
G2-B
H3-A
G3-B
H4-A
G4-B
H5-A
I1-B
4 - 1/C #6
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT REMOVE LIGHTING UNITREMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUITREMOVE LIGHTING UNIT REMOVE LIGHTING UNIT
REMOVE LIGHTING UNITREMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE LIGHTING UNIT
SHEET
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STREET LIGHTING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
21
3
SE
E
S
H
E
E
T
21
5
214
R
R
NOTES:
1.HANDHOLES AT LIGHT LOCATIONS ARE NOT UNIQUELY
IDENTIFIED.
2.THE CONTRACTOR SHALL PRESERVE, PROTECT AND RECONNECT
ALL CONDUCTORS NOT SPECIFICALLY NOTED ON THESE PLANS
FOR REPLACEMENT.
3.INPLACE CONDUCTORS NOT SPECIFICALLY NOTED FOR
REPLACEMENT THAT ARE DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL BE REPLACED TO THE SATISFACTION OF THE
ENGINEER AT NO COST TO THE OWNER.
4.CONDUCTOR INSULATION DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL NOT BE REPAIRED WITH TAPE OR HEAT
SHRINK OR OTHER MEANS. THE DAMAGED CONDUCTOR SHALL
BE REPLACED IN ITS ENTIRETY BETWEEN PULL POINTS.
5.THE EXISTING #10 EGC SHALL BE REPLACED WITH A NEW #6
AWG EQUIPMENT GROUNDING CONDUCTOR AS DETAILED IN
"5.1" THROUGH "5.4" BELOW. THE NEW EGC SHALL MEET ALL
THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
5.1.FEEDPOINT 1- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM LIGHTING UNIT L2-A TO LIGHTING UNIT BL1.
5.2.FEEDPOINT 2- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT.
5.3.FEEDPOINT 3- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM HH6 TO LIGHTING UNITS S1 AND S2.
5.4.FEEDPOINT 4- THE EGC FROM THE FEEDPOINT TO THE
LIGHTING UNITS L58-A AND L56-A. CONNECT THE EGC FROM
LIGHTING UNIT L60 TO THE NEW EGC IN THE L58-A
HANDHOLE. THE EGC FROM THE FEEDPOINT TO LIGHTING
UNIT L59-X.
L## - *
CIRCUIT:
IDENTIFIER
HANDHOLE TYPE:
A - TYPE A HANDHOLE
B - TYPE B HANDHOLE
X - USE EXISTING HANDHOLE
LEGEND:
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC.
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC AND
1.5" NON-METALLIC CONDUIT (NMC)
STREET LIGHT PER LGT-14 (MOD.) AND BASE PER LGT-5
SERVICE CABINETM
EE
E
E
E E
EE
E
E
E
E
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>
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>
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>
S
S
S
E-
D
C-
D
H
H U
H
M
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
>>
>>
>>
D
>>
>>
>>
>>
l
l
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l
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>
>
>>>>
CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-D C-D C-D
C-
D
C-
D
H
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-
D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C
F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
G-
D
G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
C
H H H
H
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
M
F-B F-B F-B F-B F-B F-B F-B
G
F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
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>>
>>
>>
>>
Av
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140+62.38134+00 135+00 136+00 137+00 138+00 139+00 140+00
140+99.53
135+00
136+00 137+00 138+00
139+00
140+00
MCOTTAGE GROVE ROW (TYP.)
℄ 80TH ST EB
℄ 80TH ST WB
80TH STREET EB STA 140+62.38
END S.P. 180-102-020
O1-B
L3-A L4-X
O2-B
N1-X
O3
REMOVE LIGHTING UNIT
REMOVE AND REPLACE SERVICE
CABINET PER FEEDPOINT 4/230
INCL. EQUIPMENT PAD/222
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
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>>>>>>>>>>>>
>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>
S S
SS
H
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
H
E-
D
E-
D
E-
D
H
E-
D
E-
D
E-
D
E-
D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
>>
>>
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CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-DE-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D
F-D F-D F-D F-DCCC-D C-D C-D C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-DF-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-DC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
F-D
F-D
F-D
F-D F-D F-D
G-
D
C
H H HE-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
S
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
>>>>
>>
Hy
n
e
s
Av
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n
u
e
℄ 80TH ST EB
℄ 80TH ST WB
128+00
129+00 130+00 131+00 132+00 133+00 134+00 135+00
129+00 130+00 131+00 132+00 133+00 134+00
135+00
136+00
HH4
COTTAGE GROVE ROW (TYP.)
J4-A
K1-B K2-B K3-B
O1-B
L1-A L2-A L3-A
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUITREMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT REMOVE LIGHTING UNIT
REMOVE LIGHTING UNIT
REMOVE WIRE
IN EXISTING CONDUIT
REMOVE WIRE
IN EXISTING CONDUIT
4 - 1/C #6
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
REMOVE EGC WIRE
FURNISH AND INSTALL
1 - 1/C #6 EGC
IN EXISTING CONDUIT
REMOVE LIGHTING UNIT
MOVE LIGHT 15' EAST
SHEET
B
o
l
t
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n
&
M
e
n
k
,
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c
.
20
2
5
,
A
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3
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3
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1
1
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2
0
2
5
7
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4
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3
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STREET LIGHTING PLAN
80TH STREET
FEETSCALE
0 25 50
HORZ.
80TH STREET
SE
E
S
H
E
E
T
21
4
215
SE
E
B
E
L
O
W
R
NOTES:
1.HANDHOLES AT LIGHT LOCATIONS ARE NOT UNIQUELY
IDENTIFIED.
2.THE CONTRACTOR SHALL PRESERVE, PROTECT AND RECONNECT
ALL CONDUCTORS NOT SPECIFICALLY NOTED ON THESE PLANS
FOR REPLACEMENT.
3.INPLACE CONDUCTORS NOT SPECIFICALLY NOTED FOR
REPLACEMENT THAT ARE DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL BE REPLACED TO THE SATISFACTION OF THE
ENGINEER AT NO COST TO THE OWNER.
4.CONDUCTOR INSULATION DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL NOT BE REPAIRED WITH TAPE OR HEAT
SHRINK OR OTHER MEANS. THE DAMAGED CONDUCTOR SHALL
BE REPLACED IN ITS ENTIRETY BETWEEN PULL POINTS.
5.THE EXISTING #10 EGC SHALL BE REPLACED WITH A NEW #6
AWG EQUIPMENT GROUNDING CONDUCTOR AS DETAILED IN
"5.1" THROUGH "5.4" BELOW. THE NEW EGC SHALL MEET ALL
THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
5.1.FEEDPOINT 1- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM LIGHTING UNIT L2-A TO LIGHTING UNIT BL1.
5.2.FEEDPOINT 2- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT.
5.3.FEEDPOINT 3- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM HH6 TO LIGHTING UNITS S1 AND S2.
5.4.FEEDPOINT 4- THE EGC FROM THE FEEDPOINT TO THE
LIGHTING UNITS L58-A AND L56-A. CONNECT THE EGC FROM
LIGHTING UNIT L60 TO THE NEW EGC IN THE L58-A
HANDHOLE. THE EGC FROM THE FEEDPOINT TO LIGHTING
UNIT L59-X.
L## - *
CIRCUIT:
IDENTIFIER
HANDHOLE TYPE:
A - TYPE A HANDHOLE
B - TYPE B HANDHOLE
X - USE EXISTING HANDHOLE
LEGEND:
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC.
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC AND
1.5" NON-METALLIC CONDUIT (NMC)
STREET LIGHT PER LGT-14 (MOD.) AND BASE PER LGT-5
SERVICE CABINET
SE
E
A
B
O
V
E
M
H
HHH
H
H
H
H
H
HH
M
H
H
M
MM
H
H
H
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l l
l
l
>>
>>
>>
>>>>
>>
>>
>>
>>>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
E-D
E-D
E-D
E-D
F-D
H
PP
P
P
E
H
H
E
E
>>
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-D F-D
F-D
F-D
F-D
F-D
F-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-
D
E-D
E-D
E-D E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
F-D
F-D
F-D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-D
C-D
C-D
C-D
F-D
F-D
F-D
F-
D
F-D
F-D
F-D
F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
G-D
G-
D
G-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
E-
D
E-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
F-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C
C
C
C C
C
H
E-D
E-D
E-D
E-D
E-D
S
S
S
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
F-
B
F-
B
F-
B
E-B
E-B
E
E
E
E
E
G
G
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
F-B
E-B
E-B
E-B
E
EE-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
>>
>>
>>
D
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
80
t
h
S
t
r
e
e
t
℄ EAST POINT
DOUGLAS ROAD SB
℄ EAST POINT
DOUGLAS ROAD NB
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
EAST POINT DOUGLAS ROAD NB STA 10+37.69
END S.P. 180-112-014
REMOVE LIGHTING UNIT
REMOVE WIRE
IN EXISTING CONDUIT
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE LIGHTING UNIT
P3-B
P4-A
P5-A
Gr
o
v
e
P
l
a
z
a
En
t
r
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n
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H
HH
H
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M
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l
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>>
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>>
>>
>>
>
>
>
>
>
>
>
>
>
>
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>>>>>>>>
>
>
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>
S
DD
HHEE
D
>>
>>
D
>>
>>
>>
D
D
>>
>>
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
F-
D
E-D E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-
D
E-
D
E-
D
G-D
G-D G-D G-D G-D G-D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
C-
D
C-
D
C-
D
C-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D
G-D G-D G-D
E-D E-D E-D E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-
DE-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-D E-D E-D E-D
E-
D
E-D E-D E-D E-D E-D
E-D E-D E-D
C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
G-
D
G-D
G-
D
F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D F-D
F-D
C-DC
H
CHC
C
C C
S
S S
S
S
D
D
D
E-
B
E-
B
F-
B
F-
B
F-
B
F-
B
F-
B
F-
B
G
G G
G
G
G
E E E E E
G G
G-D
G-D
C
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
F-D F-D F-D F-D F-D F-
D
F-
D
M
H
E
>>
>>
>>>>>>
>>
>>>>
Ea
s
t
P
o
i
n
t
Do
u
g
l
a
s
R
o
a
d
℄ EAST POINT
DOUGLAS ROAD NB
℄ EAST POINT
DOUGLAS ROAD SB
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00 1+00 2+00
3+00 4+00
5+00
6+00
BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD STA 0+16.84
REMOVE LIGHTING UNITREMOVE LIGHTING UNIT
REMOVE LIGHTING UNIT
REMOVE WIRE
IN EXISTING CONDUIT
4 - 1/C #6
1 - 1/C #6 EGC
P2-B P3-B
P1-B
REMOVE AND REPLACE SERVICE
CABINET PER FEEDPOINT 5/233
INCL. EQUIPMENT PAD/222
M
REMOVE WIRE
IN EXISTING CONDUIT
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE WIRE
IN EXISTING CONDUIT
4 - 1/C #6
1 - 1/C #6 EGC
REMOVE WIRE
IN EXISTING CONDUIT
4 - 1/C #6
1 - 1/C #6 EGC
Gr
o
v
e
P
l
a
z
a
En
t
r
a
n
c
e
SHEET
B
o
l
t
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n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
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T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
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1
3
1
4
8
1
E
1
0
6
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
5
:
1
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STREET LIGHTING PLAN
EAST POINT DOUGLAS ROAD
FEETSCALE
0 25 50
HORZ.
EAST POINT DOUGLAS ROAD
R
R
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
21
2
216
NOTES:
1.HANDHOLES AT LIGHT LOCATIONS ARE NOT UNIQUELY
IDENTIFIED.
2.THE CONTRACTOR SHALL PRESERVE, PROTECT AND RECONNECT
ALL CONDUCTORS NOT SPECIFICALLY NOTED ON THESE PLANS
FOR REPLACEMENT.
3.INPLACE CONDUCTORS NOT SPECIFICALLY NOTED FOR
REPLACEMENT THAT ARE DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL BE REPLACED TO THE SATISFACTION OF THE
ENGINEER AT NO COST TO THE OWNER.
4.CONDUCTOR INSULATION DAMAGED BY THE CONTRACTORS
OPERATIONS SHALL NOT BE REPAIRED WITH TAPE OR HEAT
SHRINK OR OTHER MEANS. THE DAMAGED CONDUCTOR SHALL
BE REPLACED IN ITS ENTIRETY BETWEEN PULL POINTS.
5.THE EXISTING #10 EGC SHALL BE REPLACED WITH A NEW #6
AWG EQUIPMENT GROUNDING CONDUCTOR AS DETAILED IN
"5.1" THROUGH "5.4" BELOW. THE NEW EGC SHALL MEET ALL
THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
5.1.FEEDPOINT 1- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM LIGHTING UNIT L2-A TO LIGHTING UNIT BL1.
5.2.FEEDPOINT 2- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT.
5.3.FEEDPOINT 3- ALL EGC'S FROM THE FEEDPOINT TO THE LAST
LIGHT OF EACH CIRCUIT WITH THE EXCEPTION OF THE EGC
FROM HH6 TO LIGHTING UNITS S1 AND S2.
5.4.FEEDPOINT 4- THE EGC FROM THE FEEDPOINT TO THE
LIGHTING UNITS L58-A AND L56-A. CONNECT THE EGC FROM
LIGHTING UNIT L60 TO THE NEW EGC IN THE L58-A
HANDHOLE. THE EGC FROM THE FEEDPOINT TO LIGHTING
UNIT L59-X.
L## - *
CIRCUIT:
IDENTIFIER
HANDHOLE TYPE:
A - TYPE A HANDHOLE
B - TYPE B HANDHOLE
X - USE EXISTING HANDHOLE
LEGEND:
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC.
FURNISH AND INSTALL FOUR 1/C#6 AWG AND ONE 1/C#6 EGC AND
1.5" NON-METALLIC CONDUIT (NMC)
STREET LIGHT PER LGT-14 (MOD.) AND BASE PER LGT-5
SERVICE CABINETM
1
3
5
7
9
11
2
4
6
8
10
12
L1
L2
N
240/120VAC
1 PHASE
C1-1
FEEDPOINT 1
80TH STREET
@ EAST POINT DOUGLAS ROAD
NOTES:
1. NO SCALE
2. EQUIPMENT GROUNDING CONDUCTOR NOT SHOWN
3. SPLICE NEW AND EXISTING CONDUCTORS IN HANDHOLES PER WIRING DIAGRAM.
ALL BELOW GRADE SPLICES SHALL UTILIZE RAYCHEM GTAP1 SPLICING KITS.
4. SEE PANEL SCHEDULE FOR CIRCUIT BREAKER INFORMATION
5. SEE PLANSHEETS FOR INFORMATION REGARDING CONDUCTORS TO BE REMOVED
AND NEW CONDUCTORS TO BE INSTALLED.
6. UNLESS OTHERWISE NOTED THE EXISTING #10 AWG EQUIPMENT GROUNDING
CONDUCTOR SHALL BE REMOVED AND REPLACED WITH A NEW #6 AWG EQUIPMENT
GROUNDING CONDUCTOR MEETING ALL REQUIREMENTS OF THE SPECIFICATIONS.
7. PRESERVE AND PROTECT CONDUCTORS. CONNECT EXISTING CONDUCTORS FEEDING
LIGHTING UNIT BL IN THE NEW HANDHOLE AT LIGHTING UNIT A1-B AS SHOWN IN THE
DIAGRAM. THE EXISTING EQUIPMENT GROUNDING CONDUCTOR FROM LIGHTING UNIT
A1-B TO LIGHTING UNIT BL SHALL NOT BE REMOVED AND REPLACED.
8. BRIDGE LIGHTING UNIT BL SHALL REMAIN IN PLACE.
PC
RED
BLK
C1
AUTO TEST
L1
FROM CONTROL
CIRCUIT BREAKER N
C2
CONTROL WIRING
100A
PC
C#
HH#
STREET LIGHTING UNIT WITH RECP.
PHOTOCELL
CONTACTOR
HANDHOLE
A1-B
B2-B
A2-B A3-B A4-B A5-B A6-B
B3-B B4-B B5-B B6-X B7-X
C1-3
D1-B D2-B D3-B D4-B D5-B
C1-A C2-A C3-A C4-X C5-A C6-A
80TH STREET
C2-1
C2-3
HH1
HH2
80TH STREET
EA
S
T
P
O
I
N
T
D
O
U
G
L
A
S
R
O
A
D
CONTROL
TVSS
3029
27
25
TVSS SURGE SUPPRESSOR
DEAD FRONT GFCI RECEPTACLE
L## - *
CIRCUIT
IDENTIFIER
HANDHOLE TYPE
A-TYPE A HANDHOLE
B-TYPE B HANDHOLE
X-USE EXISTING HANDHOLE
HANDHOLE (SYMBOL SIZE VARIES)
HANDHOLES INSTALLED AT EACH LIGHT POLE
LOCATION ARE NOT UNIQUELY IDENTIFIED
FEEDPOINT #1
C#
120V
1
2
3
4
5
6
CONTACTOR IDENTIFIER
POWER POLE MODULE
IDENTIFIER
C1-2
C1-4
C2-2
C2-4SIEMANS LCE00C* CONTACTOR
WIRING DIAGRAM (TYP)
ALL CONTACTS SHALL BE N.O.
ALL POWER POLE MODULES SHALL BE TWO POLE
LOADLINE
B1-B
BL BRIDGE LIGHTING UNIT
C#-#
POWER POLE IDENTIFIER
CONTACTOR IDENTIFIER
BL
SEE NOTE 7 & 8
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
5
:
2
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
217
STREET LIGHTING DETAILS
FEEDPOINT 1 WIRING DIAGRAM
1
3
5
7
9
11
2
4
6
8
10
12
L1
L2
N
240/120VAC
1 PHASE
C1-1
FEEDPOINT 2
80TH STREET SOUTH
@ 7676 80TH STREET SOUTH
NOTES:
1. NO SCALE
2. EQUIPMENT GROUNDING CONDUCTOR NOT SHOWN
3. SPLICE NEW AND EXISTING CONDUCTORS IN HANDHOLES PER WIRING DIAGRAM.
ALL BELOW GRADE SPLICES SHALL UTILIZE RAYCHEM GTAP1 SPLICING KITS.
4. SEE PANEL SCHEDULE FOR CIRCUIT BREAKER INFORMATION
5. SEE PLANSHEETS FOR INFORMATION REGARDING CONDUCTORS TO BE REMOVED
AND NEW CONDUCTORS TO BE INSTALLED.
6. UNLESS OTHERWISE NOTED THE EXISTING #10 AWG EQUIPMENT GROUNDING
CONDUCTOR SHALL BE REMOVED AND REPLACED WITH A NEW #6 AWG EQUIPMENT
GROUNDING CONDUCTOR MEETING ALL REQUIREMENTS OF THE SPECIFICATIONS.
100A
PC
C#
HH#
STREET LIGHTING UNIT WITH RECP.
PHOTOCELL
CONTACTOR
HANDHOLE
F1-A F2-X F3-A F4-A F5-A
C1-3
H1-A H2-A H3-A H4-A H5-A
G1-X G2-B G3-B G4-B
80TH STREET
C2-1
C2-3
80TH STREET
CONTROL
TVSS
3029
27
25
TVSS SURGE SUPPRESSOR
DEAD FRONT GFCI RECEPTACLE
L## - *
CIRCUIT
IDENTIFIER
HANDHOLE TYPE
A-TYPE A HANDHOLE
B-TYPE B HANDHOLE
X-USE EXISTING HANDHOLE
E4-XE3-XE2-AE1-X
HH3
HANDHOLE (SYMBOL SIZE VARIES)
HANDHOLES INSTALLED AT EACH LIGHT POLE
LOCATION ARE NOT UNIQUELY IDENTIFIED.
HI
N
T
O
N
A
V
E
HE
M
I
N
G
W
A
Y
A
V
E
.
HE
N
S
L
O
W
E
A
V
E
HO
M
E
S
T
E
A
D
A
V
E
HO
R
N
E
L
L
A
V
E
.
FEEDPOINT #2
PC
RED
BLK
C1
AUTO TEST
L1
FROM CONTROL
CIRCUIT BREAKER N
C2
CONTROL WIRING
C#
120V
1
2
3
4
5
6
CONTACTOR IDENTIFIER
POWER POLE MODULE
IDENTIFIER
SIEMANS LCE00C* CONTACTOR
WIRING DIAGRAM (TYP)
ALL CONTACTS SHALL BE N.O.
ALL POWER POLE MODULES SHALL BE TWO POLE
LOADLINE
C1-2
C1-4
C2-2
C2-4
4-1/C#6
4-1/C#6
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
5
:
3
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
218
STREET LIGHTING DETAILS
FEEDPOINT 2 WIRING DIAGRAM
1
5
6
7
8
9
L1
L2
N
240/120VAC
1 PHASE
C1
FEEDPOINT 3
80TH STREET SOUTH
@ 8051 HYNES AVE
NOTES:
1. NO SCALE
2. EQUIPMENT GROUNDING CONDUCTOR NOT SHOWN
3. SPLICE NEW AND EXISTING CONDUCTORS IN HANDHOLES PER WIRING DIAGRAM.
ALL BELOW GRADE SPLICES SHALL UTILIZE RAYCHEM GTAP1 SPLICING KITS.
4. SEE PANEL SCHEDULE FOR CIRCUIT BREAKER INFORMATION
5. SEE PLANSHEETS FOR INFORMATION REGARDING CONDUCTORS TO BE REMOVED
AND NEW CONDUCTORS TO BE INSTALLED.
6. UNLESS OTHERWISE NOTED THE EXISTING #10 AWG EQUIPMENT GROUNDING
CONDUCTOR SHALL BE REMOVED AND REPLACED WITH A NEW #6 AWG EQUIPMENT
GROUNDING CONDUCTOR MEETING ALL REQUIREMENTS OF THE SPECIFICATIONS.
7. PRESERVE AND PROTECT CONDUCTORS FRM HH6 TO LIGHTING UNIT S1. THE EXISTING
EQUIPMENT GROUNDING CONDUCTOR SHALL REMIAN IN PLACE FROM HH6 TO LIGHTING
UNIT S1 AND FROM LIGHTING UNIT S1 TO LIGHTING UNIT S2.
8. EXISTING FEEDPOINT #3 CABINET TO REMAIN IN PLACE.
PC
RED
BLK
C1
AUTO TEST
L1
FROM CONTROL
CIRCUIT BREAKER N
C2
CONTROL WIRING
PC
C#
HH#
STREET LIGHTING UNIT WITH RECP.
PHOTOCELL
CONTACTOR
HANDHOLE
I1-B
J1-A
I2-B I3-B I4-X
J2-A J3-A J4-A L1-A L2-A LS-A L4-X
K1-B K2-B K3-B
80TH STREET HH4
HH5
80TH STREET
C3
TVSS SURGE SUPPRESSOR
DEAD FRONT GFCI RECEPTACLE
L## - *
CIRCUIT
IDENTIFIER
HANDHOLE TYPE
A-TYPE A HANDHOLE
B-TYPE B HANDHOLE
X-USE EXISTING HANDHOLE
HANDHOLE (SYMBOL SIZE VARIES)
HANDHOLES INSTALLED AT EACH LIGHT POLE
LOCATION ARE NOT UNIQUELY IDENTIFIED
HY
N
E
S
A
V
E
HY
D
E
A
V
E
S1
S2
HH6
S#EXISTING PEDISTRIAN STREET LIGHT
SEE NOTE 7
FEEDPOINT #3
C2
4
2
3
C3
10
11
12
13
14
15
4-1/C#6 4-1/C#6
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
5
:
3
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
219
STREET LIGHTING DETAILS
FEEDPOINT 3 WIRING DIAGRAM
1
3
5
7
9
11
2
4
6
8
10
12
L1
L2
N
240/120VAC
1 PHASE
C1-1
FEEDPPOINT #4
80TH STREET SOUTH
@ IDEAL AVE. SOUTH
NOTES:
1. NO SCALE
2. EQUIPMENT GROUNDING CONDUCTOR NOT SHOWN
3. SPLICE NEW AND EXISTING CONDUCTORS IN HANDHOLES PER WIRING DIAGRAM.
ALL BELOW GRADE SPLICES SHALL UTILIZE RAYCHEM GTAP1 SPLICING KITS.
4. SEE PANEL SCHEDULE FOR CIRCUIT BREAKER INFORMATION
5. SEE PLANSHEETS FOR INFORMATION REGARDING CONDUCTORS TO BE REMOVED
AND NEW CONDUCTORS TO BE INSTALLED.
6. UNLESS OTHERWISE NOTED THE EXISTING #10 AWG EQUIPMENT GROUNDING
CONDUCTOR SHALL BE REMOVED AND REPLACED WITH A NEW #6 AWG EQUIPMENT
GROUNDING CONDUCTOR MEETING ALL REQUIREMENTS OF THE SPECIFICATIONS.
7. PROVIDE A SPARE 20 AMP TWO POLE CIRCUIT BREAKER IN SPACES (2,4). EXTEND
THE PANEL CONDUCTORS FROM CIRCUIT BREAKER (2,4) TO CONTACTOR C2 POLE 1
8. PROVIDE A SPARE 20 AMP ONE POLE CIRCUIT BREAKER IN SPACE (6). EXTEND THE
PANEL CONDUCTORS FROM CIRCUIT BREAKER (6) TO CONTACTOR C2 POLE 2.
100A
PC
C#
HH#
STREET LIGHTING UNIT WITH RECP.
PHOTOCELL
CONTACTOR
HANDHOLE
C1-3
80TH STREET
C2-1
C2-3
CONTROL
TVSS
3029
27
25
TVSS SURGE SUPPRESSOR
DEAD FRONT GFCI RECEPTACLE
L## - *
CIRCUIT
IDENTIFIER
HANDHOLE TYPE
A-TYPE A HANDHOLE
B-TYPE B HANDHOLE
X-USE EXISTING HANDHOLE
O2-BO1-B
HANDHOLE (SYMBOL SIZE VARIES)
HANDHOLES INSTALLED AT EACH LIGHT POLE
LOCATION ARE NOT UNIQUELY IDENTIFIED.
FEEDPOINT #4
80TH STREET
TO LIGHTING UNITS CIRCUIT O
ID
E
A
L
A
V
E
N1-X
C#
120V
1
2
3
4
5
6
CONTACTOR IDENTIFIER
POWER POLE MODULE
IDENTIFIER
SIEMANS LCE00C* CONTACTOR
WIRING DIAGRAM (TYP)
ALL CONTACTS SHALL BE N.O.
ALL POWER POLE MODULES SHALL BE TWO POLE
LOADLINE
PC
RED
BLK
C1
AUTO TEST
L1
FROM CONTROL
CIRCUIT BREAKER N
C2
CONTROL WIRING
C1-2
C1-4
C2-2
C2-4
TO LIGHTING UNIT
CIRCUIT N
4-1/C#6
4-1/C#6
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
5
:
4
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
220
STREET LIGHTING DETAILS
FEEDPOINT 4 WIRING DIAGRAM
1
3
5
7
9
11
L1
L2
N
240/120VAC
1 PHASE
C1-1
FEEDPOINT 5
7280 EAST POINT DOUGLAS ROAD
NOTES:
1. NO SCALE
2. EQUIPMENT GROUNDING CONDUCTOR NOT SHOWN
3. SPLICE NEW AND EXISTING CONDUCTORS IN HANDHOLES PER WIRING DIAGRAM.
ALL BELOW GRADE SPLICES SHALL UTILIZE RAYCHEM GTAP1 SPLICING KITS.
4. SEE PANEL SCHEDULE FOR CIRCUIT BREAKER INFORMATION
5. REMOVE THE EXISTING CONDUCTORS FROM FEEDPOINT #5 TO LIGHTING UNIT P5-A.
FURNISH AND INSTALL 4-1/C#6 AWG AND 1-1/C#6 EGC FROM FEEDPOINT #5 TO
LIGHTING UNIT P5-A.
PC
RED
BLK
C1
AUTO TEST
L1
FROM CONTROL
CIRCUIT BREAKER N
C2
CONTROL WIRING
100 AMP
PC
C#
HH#
STREET LIGHTING UNIT WITH RECP.
PHOTOCELL
CONTACTOR
HANDHOLE
P5-AP4-AP3-BP2-BP1-B
C1-3
CONTROL
TVSS
3029
27
25
TVSS SURGE SUPPRESSOR
DEAD FRONT GFCI RECEPTACLE
L## - *
CIRCUIT
IDENTIFIER
HANDHOLE TYPE
A-TYPE A HANDHOLE
B-TYPE B HANDHOLE
X-USE EXISTING HANDHOLE
HANDHOLE (SYMBOL SIZE VARIES)
HANDHOLES INSTALLED AT EACH LIGHT POLE
LOCATION ARE NOT UNIQUELY IDENTIFIED
FEEDPOINT #5
C#
120V
1
2
3
4
5
6
CONTACTOR IDENTIFIER
POWER POLE MODULE
IDENTIFIER
C1-2
C1-4
SIEMANS LCE00C* CONTACTOR
WIRING DIAGRAM (TYP)
ALL CONTACTS SHALL BE N.O.
ALL POWER POLE MODULES SHALL BE TWO POLE
LOADLINE
4-1/C#6
SEE NOTE 5
EAST POINT DOUGLAS ROAD
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
5
:
4
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
221
STREET LIGHTING DETAILS
FEEDPOINT 5 WIRING DIAGRAM
12" HEIGHT HANDHOLE AS SPECIFIED
CONDUIT
COARSE FILTER AGG.
MNDOT SPEC. 3149.2.H MOD.
HAND
HOLE
18
"
M
I
N
6"
12
"
VARIES
3"
LIGHTING HANDHOLE
LGT-1
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
3"
HAND
HOLE
12
"
12
"
VARIES
3"3"
24" HEIGHT HANDHOLE AS SPECIFIED
JANUARY 2025
CONDUIT TO EXTEND MIN 3"
MAX 6" ABOVE BOTTOM
EDGE OF HANDHOLE
24" MIN.
A A
NO SCALE
SECTIONA
CONCRETE LIGHT BASE TYPE F
LGT-5
131481E201.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
ANCHOR
BOLTS
BOLT DIAMETER TO
BE AS RECOMMENDED
BY MANUFACTURER,
BOLT PROJECTION
2.5" +/- 1/8"
4 - #6 REINFORCING
BARS
FULL DEPTH
(2) 3 4" CONDUIT
TO HANDHOLE
78
"
24
"
M
I
N
.
GROUND LEVEL
IN-LINE
FUSING
LUMINAIRE
CABLE
GROUND WIRE TO
LUMINAIRE BALLAST
HANDHOLE
CONNECTION LUG
BASE COVER
NUT
TOP OF BASE @
3" ABOVE GRADE
6"
NOTES: 1. 5 8" X 10'-0" GROUND ROD TO BE LOCATED IN HANDHOLE ADJACENT TO BASE.
2. DESIGN F FOUNDATIONS SHALL BE PRECAST
JANUARY 2025
STREET CURB
3'-0"
TYP.
31
'
-
1
1
"
(
N
O
M
I
N
A
L
H
E
I
G
H
T
)
30
'
6'
3" ABOVE FINISHED
GRADE
HOLOPHANE LUMINAIRE
PAINTED SHALLOW
SKIRT HOLOPHANE
BRONZE BOWL GLASS
TYPE F CONCRETE
LIGHT BASE
NOTE: POLE ACCESS COVER
LOCATED OPPOSITE CURB
SIDE OF POLE
LIGHT POLE TYPE F1
LED LIGHTING UNIT 31 FOOT - 11 INCH
LGT-14
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
JANUARY 2025
HOLOPHANE WADSWORTH
ALUMINUM POLE
OPENING AND WATER
TIGHT COVER FOR 20 AMP
120V GFCI RECEPTACLE
AND IN USE COVER
LOCATED 29 FT FROM THE
BASE OF THE POLE.
(MOD.)
TYPE F BASE WITH HANDHOLE
12"-18"GRADE
3" ABOVE FINISHED GRADE
3/4" PVC CONDUIT WITH
FOUR #12 AWG PHASE
CONDUCTORS AND ONE
#6 AWG EGC.
1.5"
OPTIONAL SLEEVE FOR GROUND ROD
NO SCALE
NOTES:
1. TYPE F BASE SHALL COMPLY WITH THE DETAIL DRAWING
2. LOCATE BASE PER THE SPECIFICATIONS OR AS DIRECTED
BY THE ENGINEER.
3. THE INTENT OF THIS DRAWING IS TO SHOW THE LOCATION
OF THE REQUIRED HANDHOLE, AND THE CONDUIT AND WIRE
FROM THE HANDHOLE TO THE BASE. THIS DRAWING DOES
NOT NULLIFY ANY OF THE OTHER REQUIREMENTS OF THE
SPECIFICATIONS.
4. A GROUND ROD IS REQUIRED AT EACH BASE. IF INSTALLED
IN THE HANDHOLE THE GROUND ROD SHALL BE 5/8"X10'. IF
INSTALLED IN THE OPTIONAL SLEEVE A 5/8"X15" GROUND
ROD IS REQUIRED. THE GROUND ROD SHALL BE CONNECTED TO
THE EQUIPMENT GROUNDING CONDUCTOR.
5. THE ANCHOR BOLT SIZE, BOLT CIRCLE AND PROJECTION SHALL
BE PER THE POLE MANUFACTURER.
HANDHOLE
CONCRETE CABINET BASE
NO SCALE
GRADE
24 IN.
6 IN.
6 INCHES
ALL SIDES
CABINET
6 IN.
6 IN.
6 IN.
6 IN.
FRONT VIEW
TOP VIEW
NOTES:
1. CONCRETE MIX SHALL BE 3G52
2. NUMBER AND SIZE OF CONDUIT PER PLAN.CONTACTOR TO
PROVIDE ONE SPARE CONDUIT OF EACH SIZE AND TYPE. SPARE
CONDUITS ARE INCIDENTAL.
3. BROOM FINISH CONCRETE
4. IF CABINET IS A SERVICE PROVIDE GROUNDING ELECTRODES
PER NEC REQUIREMENTS. IF CABINET IS SUPPLIED BY A
FEEDER CIRCUIT PROVIDE ONE 5/8"X10FT COPPER CLAD
GROUND ROD. GROUND RODS SHALL EXTEND THREE INCHES
ABOVE THE CONCRETE. GROUNDING IS INCIDENTAL.
5. CONDUITS THAT TERMINATE IN A OPEN BOTTOM CABINET SHALL
EXTEND THREE INCHES ABOVE THE CONCRETE.
CABINET PER
DETAIL DRAWINGS
SHEET
B
o
l
t
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n
&
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e
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k
,
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c
.
20
2
5
,
A
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t
s
R
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d
c H:
\
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\
0
N
1
1
3
1
4
8
1
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3
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1
3
1
4
8
1
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2
0
1
.
d
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g
12
/
1
1
/
2
0
2
5
7
:
0
5
:
5
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
222
STREET LIGHTING DETAILS
STANDARD DETAILS
SHEET
B
o
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t
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&
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e
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k
,
I
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c
.
20
2
5
,
A
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h
t
s
R
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s
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r
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c H:
\
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\
0
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1
1
3
1
4
8
1
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3
1
4
8
1
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2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
5
:
5
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
223
STREET LIGHTING DETAILS
FEEDPOINT 1 BOX CONSTRUCTION
SHEET
B
o
l
t
o
n
&
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e
n
k
,
I
n
c
.
20
2
5
,
A
l
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R
i
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h
t
s
R
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s
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r
v
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d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
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A
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\
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3
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1
3
1
4
8
1
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2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
6
:
0
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
224
STREET LIGHTING DETAILS
FEEDPOINT 1 MOUNTING BASE CONSTRUCTION
SHEET
B
o
l
t
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&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
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d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
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A
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\
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3
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\
1
3
1
4
8
1
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2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
6
:
0
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
225
STREET LIGHTING DETAILS
FEEDPOINT 1 PANEL SCHEDULE
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
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A
D
\
C
3
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\
1
3
1
4
8
1
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2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
6
:
1
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
226
STREET LIGHTING DETAILS
FEEDPOINT 2 BOX CONSTRUCTION
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
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r
v
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d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
6
:
1
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
227
STREET LIGHTING DETAILS
FEEDPOINT 2 MOUNTING BASE CONSTRUCTION
SHEET
B
o
l
t
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&
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e
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k
,
I
n
c
.
20
2
5
,
A
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R
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h
t
s
R
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s
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d
c H:
\
C
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\
0
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1
1
3
1
4
8
1
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3
1
4
8
1
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2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
6
:
2
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
228
STREET LIGHTING DETAILS
FEEDPOINT 2 PANEL SCHEDULE
**
V
A
R
I
A
B
L
E
,
S
E
E
N
O
T
E
A
BOX CONSTRUCTION:
-NEMA3R
-1/8" ALUMINUM 5052-H32
-BARE ALUMINUM FINISH
-NEOPRENE GASKET ON DOORS
-STAINLESSSTEEL HARDWARE(UNLESS
OTHERWISE NOTED)
-STAINLESS STEEL FASTENERS
-SERVICE ENTRANCE RATED
-WIRING ETL LISTEDIN ACCORDANCE WITHUL508A
-BOX ETL LISTED IN ACCORDANCE WITHUL508A
80TH STREET SOUTH
FEEDPOINT 3
3/18/15
3-3/4"
LOAD CENTER
42CIRCUIT, 200A
120/240V, 1PH,
3W, 22K AIC
SERIES RATED,
COPPER BUSS
PHOTOCELL TERMINAL BLOCK- SST-PV-IES LIGHTING
HANDOFF AUTO SWITCH
INTERIOR COMPONENTS
PAD MOUNTING PATTERN
26"
33"
14
"
11
"
PLACEMENT
FOR MAIN
POWER
6"
60"
27"
EXTERNAL
3 POINT LATCH W/
STAINLESS STEEL
HANDLE AND
PADLOCK
PROVISIONS
POLICE LOCK
LOUVERS FOR VENTING BACKED W/
PERFORATED ALUMINUM
5"
DOOR LABEL
WITH WIRING
DIAGRAM AND
ETL LISTED
LABELS
INTERNAL
33"
PHOTOCELL
SST-PV-IES
BRANCH BREAKERS
AS NEEDED IN SIZE
SPECIFIED
14"14"
LEXAN
WINDOW
FOR
PHOTOCELL
LEFT RIGHT
BACK VIEW
HINGED DOOR
PANEL OVER SIDE
COMPARTMENT
CAPPED ROOF
TO PREVENT
STANDING
WATER
WITH 2"
OVERHANG IN
FRONT
LIFTING EYES (2)
SS SNAP
LATCH W/
PADLOCKING
PROVISIONS
9"5"
10"
HINGED
DEAD
FRONT
26-½”
METER SOCKET
MILBANK #
U4801XL-5T9
LIFT OFF
HINGES DIE
CAST
ALUMINUM
POWDER
COATED BLACK
GROUND
BO
N
D
E
D
NE
U
T
R
A
L
ALL INTERIOR
COMPONENTS BEHIND
HINGED ANODIZED
ALUMINUM DEADFRONT
W/ (3) 1/4 TURN LATCHES
WITH OPENINGS FOR
BREAKERS AND TEST
SWITCH. TIME CLOCK
WHEN REQUIRED
MOUNTEDTO THE DEAD
FRONT
QUARTER TURN LATCHES
ARE CHROME PLATED
STEEL
WARNING!
ARC FLASH & SHOCK
HAZARD
Appropriate personal protection
equipment required
ARC
FLASH
STICKER
WARNING!
ARC FLASH & SHOCK
HAZARD
Appropriate personal protection
equipment required
ARC
FLASH
STICKER
7350 COURTHOUSE BLVD.
INVER GROVE HGTS., MN 55077
SCALE:
DATE:
DRAWN BY:
REVISED:
DRAWING NUMBER
THIS DRAWING IS THE PROPERTY OF POVOLNY SPECIALTIES, INC. PERMISSION
TO USE GRANTED ONLY TO THE CONTRACTOR AND PROJECT NOTED ABOVE.
PHONE: 651-452-7335
FAX: 651-452-7336
www.povolnyspecialties.com
DBE, SBE, WBE, WBENC &
Wisconsin DBE CERTIFIED
PROJECT:
APPROVED BY:
QUANTITY:
CUSTOMER:
N.T.S.MMP
20A GFCI RECEPTACLE
ON DEAD FRONT
NOTES:
A.HEIGHT OF
COMPARTMENT IS
APPROXIMATELY 36"
MAY VARY
DEPENDING ON
METER SOCKET CITY OF COTTAGE GROVE
80TH STREET LIGHTING
8/14/25
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
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T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
6
:
2
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
229
STREET LIGHTING DETAILS
FEEDPOINT 3 BOX CONSTRUCTION
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
6
:
3
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
230
STREET LIGHTING DETAILS
FEEDPOINT 4 BOX CONSTRUCTION
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
6
:
3
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
231
STREET LIGHTING DETAILS
FEEDPOINT 4 MOUNTING BASE CONSTRUCTION
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
E
2
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
0
6
:
4
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
232
STREET LIGHTING DETAILS
FEEDPOINT 4 PANEL SCHEDULE
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CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
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SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STREET LIGHTING DETAILS
FEEDPOINT 5 BOX CONSTRUCTION
233
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DESIGNED
DRAWN
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CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STREET LIGHTING DETAILS
FEEDPOINT 5 MOUNTING BASE CONSTRUCTION
234
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DESIGNED
DRAWN
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CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
STREET LIGHTING DETAILS
FEEDPOINT 5 PANEL SCHEDULE
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BEGIN S.P. 180-112-014
EAST POINT DOUGLAS ROAD NB STA. 0+16.84
EAST POINT DOUGLAS ROAD NB STA. 10+37.69
END S.P. 180-112-014
80TH STREET EB STA. 71+64.41
BEGIN S.P. 180-102-020
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80TH STREET EB STA. 70+25.61
END S.A.P. 180-020-015
EX. BRIDGE
NO 82020
EX. BRIDGE
NO 82019
61
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P
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
LANDSCAPING PLAN
LOCATION PLAN
FEETSCALE
0 150 300
HORZ.
80TH STREET
R
R
237
SE
E
B
E
L
O
W
SE
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A
B
O
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PLAN SHEET LAYOUT
GENERAL SHEET IDENTIFIER A B C D E F G H I J L
LANDSCAPE PLAN 237 238 239 240 241
MK N
78+00
79+00 80+00
℄ 80TH ST EB
℄ 80TH ST WB
BEGIN S.P. 180-102-020
STA 80+12.61
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BANNER POLE PER - 3 EA
SEE SHEET 242 FOR DETAILS
81+00
82+00 83+00
SHEET
B
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,
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
LANDSCAPING PLAN
80TH STREET
FEETSCALE
0 10 20
HORZ.
80TH STREET
R
R
237
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
23
8
NOTES:
1.STEEL LANDSCAPE EDGER TO BE
INSTALLED BETWEEN AREAS OF PROPOSED
MULCH/PLANTING BEDS.
2.SHREDDED HARDWOOD MULCH TO BE
USED IN PLANTING BEDS.
3.TRAP ROCK MULCH AND RIVER ROCK
MULCH OF 3/4" DIAMETER TO BE USED IN
MEDIANS WHERE INDICATED ON PLANS.
4.NO ROCK MULCH TO BE USED
IMMEDIATELY ADJACENT TO PLANTINGS.
LEGEND
LANDSCAPE ROCK TYPE SPECIAL 1
(RIVER ROCK MULCH)
LANDSCAPE ROCK TYPE SPECIAL 2
(TRAP ROCK MULCH)
MULCH MATERIAL TYPE 6
(HARDWOOD MULCH)
℄ 80TH ST EB
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2
5
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8
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
LANDSCAPING PLAN
80TH STREET
FEETSCALE
0 10 20
HORZ.
80TH STREET
238
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
23
7
SE
E
S
H
E
E
T
23
9
NOTES:
1.STEEL LANDSCAPE EDGER TO BE
INSTALLED BETWEEN AREAS OF PROPOSED
MULCH/PLANTING BEDS.
2.SHREDDED HARDWOOD MULCH TO BE
USED IN PLANTING BEDS.
3.TRAP ROCK MULCH AND RIVER ROCK
MULCH OF 3/4" DIAMETER TO BE USED IN
MEDIANS WHERE INDICATED ON PLANS.
4.NO ROCK MULCH TO BE USED
IMMEDIATELY ADJACENT TO PLANTINGS.
LEGEND
LANDSCAPE ROCK TYPE SPECIAL 1
(RIVER ROCK MULCH)
LANDSCAPE ROCK TYPE SPECIAL 2
(TRAP ROCK MULCH)
MULCH MATERIAL TYPE 6
(HARDWOOD MULCH)
R
℄ 80TH ST EB
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D
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C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
G-D G-D G-D G-D G-D G-D G-D G-D G-D
HE-D E-D E-D E-D E-D E-D E-D E-D
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D
F-D F-D F-D F-D F-D F-D F-D F-D F-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
116+00
℄ 80TH ST EB
llllllllllllll
>>>>>>>>>>>>S
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
HE-D E-D E-D E-D E-D
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C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
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120+00
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
122+00 123+00
℄ 80TH ST WB
℄ 80TH ST EB
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
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E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-BF-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B F-B
(55) HS (36) CA (60) HS
122+00
111+00
℄ 80TH ST EB
℄ 80TH ST WB
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C-
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114+00
BANNER POLE - 3 EA
SEE SHEET 242 FOR DETAILS
H
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XXXXXXXXXX
l l l l l l l l l l l
>>>>>>>>>>
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D E-D E-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
(74) HS
112+00
SHEET
B
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,
I
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c
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20
2
5
,
A
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\
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0
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1
1
3
1
4
8
1
\
C
A
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C
3
D
\
1
3
1
4
8
1
L
1
0
1
.
d
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12
/
1
1
/
2
0
2
5
7
:
0
9
:
5
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
LANDSCAPING PLAN
80TH STREET
FEETSCALE
0 10 20
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
23
8
SE
E
S
H
E
E
T
24
0
239
NOTES:
1.STEEL LANDSCAPE EDGER TO BE
INSTALLED BETWEEN AREAS OF PROPOSED
MULCH/PLANTING BEDS.
2.SHREDDED HARDWOOD MULCH TO BE
USED IN PLANTING BEDS.
3.TRAP ROCK MULCH AND RIVER ROCK
MULCH OF 3/4" DIAMETER TO BE USED IN
MEDIANS WHERE INDICATED ON PLANS.
4.NO ROCK MULCH TO BE USED
IMMEDIATELY ADJACENT TO PLANTINGS.
LEGEND
LANDSCAPE ROCK TYPE SPECIAL 1
(RIVER ROCK MULCH)
LANDSCAPE ROCK TYPE SPECIAL 2
(TRAP ROCK MULCH)
MULCH MATERIAL TYPE 6
(HARDWOOD MULCH)
R
R
R
R
124+00 125+00 126+00 127+00
℄ 80TH ST EB
℄ 80TH ST WB
l l l l l l l l l
l
l
l
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>
>>>>>>
S
S S
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
H HE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-
D
(55) HS (36) CA (60) HS
124+00 125+00 126+00
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
128+00 129+00 130+00
℄ 80TH ST EB
℄ 80TH ST WB
l l l l l l l l
l
l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l l l l l l l l l l l
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
H
H
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
>
CC-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
HE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-D
F-
D
F-
D
F-
D C-
D
C-
D
C-
D
(55) HS (24) CA (60) HS
(112) HS
BANNER POLE PER - 3 EA
SEE SHEET 242 FOR DETAILS
127+00 128+00 129+00 130+00
SHEET
B
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5
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\
C
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0
N
1
1
3
1
4
8
1
\
C
A
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\
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3
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1
3
1
4
8
1
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1
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1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
0
:
2
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
LANDSCAPING PLAN
80TH STREET
FEETSCALE
0 10 20
HORZ.
80TH STREET
SE
E
B
E
L
O
W
SE
E
A
B
O
V
E
SE
E
S
H
E
E
T
23
9
240
NOTES:
1.STEEL LANDSCAPE EDGER TO BE
INSTALLED BETWEEN AREAS OF PROPOSED
MULCH/PLANTING BEDS.
2.SHREDDED HARDWOOD MULCH TO BE
USED IN PLANTING BEDS.
3.TRAP ROCK MULCH AND RIVER ROCK
MULCH OF 3/4" DIAMETER TO BE USED IN
MEDIANS WHERE INDICATED ON PLANS.
4.NO ROCK MULCH TO BE USED
IMMEDIATELY ADJACENT TO PLANTINGS.
LEGEND
LANDSCAPE ROCK TYPE SPECIAL 1
(RIVER ROCK MULCH)
LANDSCAPE ROCK TYPE SPECIAL 2
(TRAP ROCK MULCH)
MULCH MATERIAL TYPE 6
(HARDWOOD MULCH)
R
R
SE
E
S
H
E
E
T
24
1
132+00 133+00
℄ 80TH ST EB
℄ 80TH ST WB
lllllllllllllllllllllll
l
l
l
l
>>>>>>>>>>>>>>>>>>>>>>
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D C-D
HE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
M
132+00
℄ 80TH ST EB
l l l l l l l
l
l
l
l
l
l
lll
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>
>
>
>
>
S
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
G-
D
HE-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
(56) HS
Id
e
a
l
A
v
e
n
u
e
140+00
SHEET
B
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&
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k
,
I
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c
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20
2
5
,
A
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R
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s
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e
d
c H:
\
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\
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1
1
3
1
4
8
1
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1
4
8
1
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w
g
12
/
1
1
/
2
0
2
5
7
:
1
0
:
4
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
LANDSCAPING PLAN
80TH STREET
FEETSCALE
0 10 20
HORZ.
241
NOTES:
1.STEEL LANDSCAPE EDGER TO BE INSTALLED BETWEEN AREAS OF PROPOSED MULCH/PLANTING BEDS.
2.SHREDDED HARDWOOD MULCH TO BE USED IN PLANTING BEDS.
3.TRAP ROCK MULCH AND RIVER ROCK MULCH OF 3/4" DIAMETER
TO BE USED IN MEDIANS WHERE INDICATED ON PLANS.
4.NO ROCK MULCH TO BE USED IMMEDIATELY ADJACENT TO PLANTINGS.
SE
E
S
H
E
E
T
24
0
LEGEND
LANDSCAPE ROCK TYPE SPECIAL 1
(RIVER ROCK MULCH)
LANDSCAPE ROCK TYPE SPECIAL 2
(TRAP ROCK MULCH)
MULCH MATERIAL TYPE 6
(HARDWOOD MULCH)
CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER SPACING
PERENNIALS
CA 142 CALAMAGROSTIS X ACUTIFLORA 'OVERDAM'OVERDAM FEATHER REED GRASS 9 - 12" SPR.24 - 36" HT.#1 CONT.36" O.C
HS 1,466 HEMEROCALLIS X 'STELLA SUPREME'STELLA SUPREME DAYLILY 18 - 24" SPR.18 - 24" HT.#1 CONT.18" O.C
PLANT SCHEDULE
ALUMINUM BANNER AS SPECIFIED
BANNER POLE
CONCRETE BANNER
POLE BASE PER DETAIL
18
'
-
0
"
HOLOPHANE WADSWORTH
STYLE ALUMINUM POLE BASE
W/ SITELINK SL-5 SHAFT
STREET CURB
3" ABOVE
FINISHED GRADE
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
NOVEMBER
2025
2'-6"
TYP.
3'
-
6
"
TY
P
.
1'
-
6
"
MI
N
.
EXP JOINT
MATERIAL
131481L101.dwg
20"
A A
NO SCALE
SECTIONA
CONCRETE BANNER POLE
FOUNDATION
131481L101.dwg
PLATE NO.
STANDARD DETAILS
COTTAGE GROVE, MINNESOTA
ANCHOR
BOLTS
BOLT DIAMETER &
PROJECTION AS
REQUIRED BY
MANUFACTURER
4 - #6 REINF. BAR,
FULL DEPTH
70
"
GROUND LEVEL
BANNER POLE
BASE COVER
TOP OF BASE @
3" ABOVE GRADE
6"
NOVEMBER
2025
SHEET
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12
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1
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/
2
0
2
5
7
:
1
1
:
4
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 242DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
MICHAEL R. WARNER
44693 12/09/2025
MRW
BJN
MJB
R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
LANDSCAPING PLAN
TABULATIONS, DETAILS & GENERAL NOTES
FEETSCALE
0 10 20
HORZ.
242
NOTES
·CONTRACTOR TO USE ON
ALL LANDSCAPE BEDS
THAT ABUT TURF OR
SEPARATE MULCH TYPES
UNLESS OTHERWISE
NOTED ON PLANS.
SHRUB/PERENNIAL BED
1 SECTION: LANDSCAPE BEDS
SCALE: N.T.S.
SHRUB/PERENNIAL BED
4" MULCH. SEE
PLANS & NOTES.
18" LOAM
TOPSOIL BORROW
NATURAL
SUBGRADE
COMMERCIAL GRADE STEEL
LANDSCAPE EDGING, INSTALL
PER MANUFACTURER'S
RECOMMENDATION
EXCAVATION SPECIAL
16" STEEL SPIKE PROVIDED BY
MANUFACTURER
GENERAL NOTES:
1.MASTER PLANT SCHEDULE: ALL TREES, SHRUBS, AND PERENNIALS ARE LISTED IN THE MASTER PLANT SCHEDULE. IF THERE IS A
CONFLICT BETWEEN THE QUANTITIES SHOWN ON THE DRAWINGS AND THE QUANTITIES SHOWN IN THE PLANT SCHEDULE, THE
PLAN QUANTITIES SHALL PREVAIL.
2.PROVIDE PLANT MATERIAL OF SIZE, GENUS, SPECIES, AND VARIETY SHOWN AND COMPLYING WITH REQUIREMENTS OF 2014
ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK." ALL PLANTING MATERIAL SUBJECT TO APPROVAL BY OWNER OR
OWNER'S REPRESENTATIVE.
3.PLANTING LAYOUT: STAKE ALL TREE LOCATIONS AND A TYPICAL SHRUB AND PERENNIAL BED LAYOUT AND OBTAIN APPROVAL
OF THE ENGINEER PRIOR TO PLANTING.
4.ALL PLANTING BEDS SHALL BE PREPARED WITH LOAM TOPSOIL BORROW TO 18" DEPTH AND MULCH TO 4" DEPTH.
5.WHERE ADJACENT TO A PAVED SURFACE, FINISHED PLANTING BEDS SHALL BE FLUSH WITH SURROUNDING PAVEMENT.
6.CONTRACTOR TO PRESERVE AND PROTECT EXISTING TREES, SHRUBS, PERENNIALS, AND TURF, UNLESS OTHERWISE NOTED. ANY
PLANT MATERIAL DAMAGED DUE TO CONTRACTOR NEGLIGENCE SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
LANDSCAPE SUMMARY Q
ROADWAY STATION TO STATION
2106 2540 2571 2574 2575
EXCAVATION
SPECIAL LANDSCAPE EDGER BRICK PAVERS PERENNIAL NO 1
CONT
GEOTEXTILE WEED
BARRIER FABRIC
LOAM TOPSOIL
BORROW
(LV)
MULCH MATERIAL
TYPE 6
LANDSCAPE ROCK
TYPE SPECIAL 1
LANDSCAPE ROCK
TYPE SPECIAL 2
CU YD LIN FT SQ FT EACH SQ YD CU YD CU YD CU YD CU YD
S.P. 180-102-020
80TH ST
71+74 TO 80+13 201 410 2330 925 689 161 42 33 32
80+13 TO 88+70 3935
88+70 TO 103+70
103+70 TO 112+40 33 74 158 20 27
112+40 TO 141+00 212 363 609 796 160 78 25 24
SUBTOTAL:446 773 6265 1608 1643 341 147 58 56
S.P. 180-112-014
E PT DOUGLAS RD 0+00 TO 10+00
SUBTOTAL:
TOTAL :446 773 6265 1608 1643 341 147 58 56
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC1
INDEX
TC1
TRAFFIC CONTROL
TEMPORARY TRAFFIC CONTROL TITLE SHEET
STAGING NARRATIVE
STAGE 3B
EXISTING INPLACE SIGN (SEE SIGNING PLAN)
TRAFFIC CONTROL TABULATIONS
STAGING PLAN SHEET INDEX
TC2
GENERAL INFORMATION:
NOTES & GUIDELINES
PAVEMENT MARKING:
CONSTRUCTION INFORMATION SIGNING:
BARRIER & DELINEATION:
SIGNING:
___
C=CONTRAST
W=WET REFLECTIVE
E=ENHANCED SKID RESISTANCE
G=GROUND IN
______TRIANGLE-PAINT
PATTERN
2ND DIGIT
B - BLACK
Y - YELLOW
W - WHITE
COLOR
3RD DIGIT
WIDTH
1ST DIGIT
4", 8", ETC.
CIRCLE-MULTI COMP
UNLESS SHOWN OTHER WISE IN THE PLAN
DOTTED LINE-15' CYCLE (3' LINE, 12' GAP),
AND MATERIALS LEGEND
PAVEMENT MARKING SYMBOLS
S - SOLID
B - BROKEN
H - DOUBLE DOTTED
D - DOUBLE SOLID
T - DOTTED
K - DOUBLE BROKEN
___
OR APPROVED BY THE ENGINEER.
1. MASK OR REMOVE ANY CONFLICTING PAVEMENT MARKINGS AS SHOWN IN THE PLAN
TRAFFIC CONTROL DEVICES & SYMBOLS LEGEND
SYMBOL DESCRIPTION
TYPE II / III BARRICADE =
TRAFFIC CONTROL SIGN
SYMBOL DESCRIPTION
(4' X 8' UNLESS OTHERWISE NOTED).
FLASHING ARROW BOARD TYPE C =
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
AUDIBLE MESSAGE DEVICE (AMD)
PLACE THE G20-X1 ADVANCE CLOSURE NOTICE SIGN(S) 14 DAYS PRIOR TO THE PLANNED CLOSURE DATE.
1.
FINISH DATE, MONTH, OR SEASON.
MESSAGE IS SHOWN IN THE PLAN OR APPROVED BY THE ENGINEER, DISPLAY THE CORRECT ESTIMATED
COVER THE START DATE LEGEND WITH SUGGESTED PLAQUE CONTAINED IN THIS PLAN. IF NO ALTERNATE
PLACE G20-X2 ADVANCE NOTICE SIGNS 14 DAYS PRIOR TO THE WORK STARTING DATE. ONCE WORK BEGINS,
THE CONTRACTOR SHALL USE CONSTRUCTION INFORMATION SIGNING AS SHOWN IN THE PLAN WHICH ARE TO
BE USED AS FOLLOWS:
THE PLAN OR APPROVED BY THE ENGINEER.
BEGINS, MOVE SAID SIGNING TO A SITE IN ADVANCE OF THE WORK ZONE OR CLOSURE AS SHOWN IN
IF CONSTRUCTION INFORMATION SIGNING IS NO LONGER VISIBLE TO THE MOTORING PUBLIC ONCE WORK
STANDARD PLANS
5-297.680 TEMPORARY PORTABLE PRECAST CONCRETE BARRIER ANCHORING
5-297.801 INTERIM PAVEMENT MARKINGS AND SIGNING
1.
DELINEATOR COLOR SHALL MATCH APPLICABLE PAVEMENT MARKING.
RETROREFLECTIVE SURFACE AREA AND BE PLACED ON BOTH SIDES AT 6.25' SPACING. TEMPORARY BARRIER
IF A SMALLER APPROVED BARRIER DELINEATOR IS USED IT SHALL BE A MINIMUM OF 6 SQ IN. OF
HAVE A MINIMUM OF 12 SQ. IN. OF RETROREFLECTIVE SURFACE AREA AND BE PLACED AT 12.5' SPACING.
PLACED AT 25' SPACING ON TOP OF THE BARRIER. SIDE MOUNTED PORTABLE BARRIER DELINEATORS WILL
DELINEATORS WILL EACH HAVE A MINIMUM OF 24 SQ IN. OF RETROREFLECTIVE SURFACE ON BOTH SIDES
PLACE AND MAINTAIN PORTABLE BARRIER DELINEATORS ANY TIME TRAFFIC IS WITHIN 10' OF BARRIER.
2.
AND TRANSITIONS SHALL BE 6" IN WIDTH.
ALL TEMPORARY PAVEMENT MARKINGS SHALL BE WET REFLECTIVE. ALL PAVEMENT MARKINGS IN TAPERS
SEE 2582 IN THE SPECIAL PROVISIONS FOR PAVEMENT MARKING SPOTTING RESPONSIBILITIES.3.
TEMPORARY PAVEMENT DETAILS
___
PAVEMENT MARKING TAPE
PENTAGON-REMOVABLE PREF
STAGE 4
DRUM-LIKE CHANNELIZER (TYPE B) =
TUBULAR MARKERS
TC5-TC7
TC8-TC11
TC27-TC32,
TC61-TC66,
TC84-TC94
TEMPORARY SIGNAL PLAN
WORK ZONE (CLOSED TO TRAFFIC)
(BUSINESS AND LOCAL ACCESS MAINTAINED)
WORK ZONE
TC95-TC112
STAGE 2B
STAGE 2C
TC3
TC4
TC14-TC26
TC56-TC77
STAGE 1
STAGE 2A
TRAFFIC CONTROL DETAILS
5-297.811 ALTERNATE PEDESTRIAN ROUTE (APR) LAYOUTS
TC27-TC46
TC27-TC33,
5-297.813 TEMPORARY PEDESTRIAN ACCESS ROUTE (TPAR) DEVICES
5-297.718 SQUARE TUBE SIGN MOUNTING DETAILS
5-297.719 SQUARE TUBE SIDE-BY-SIDE SIGN MOUNTING DETAILS
5-297.720 SQUARE TUBE NO PASSING ZONE SIGN MOUNTING DETAILS
5-297.722 FIN BASE FOR 2" SQUARE-TUBE RISER POST IN SOIL
5-297.724 SLIP BASE FOR 2-1/2" SQUARE-TUBE RISER POST
MUST
TURN RIGHT
RIGHT LANE
MUST
TURN RIGHT
RIGHT LANE
EXISTING PAVEMENT MARKINGS
PROPOSED PAVEMENT MARKINGS
PAVEMENT MARKINGS
INPLACE TEMPORARY
TYPE A FLASHING WARNING LIGHTF
PAVEMENT MARKINGS
PROPOSED TEMPORARY
STAGE 3A
8. AFTER REMOVAL OF SIGN AND/OR SIGN BASE, BACK FILL, COMPACT, AND LEVEL SOIL TO MATCH SURROUNDING SOIL.
MANUAL" PAGES (6K-aj) THRU (6K-al) UNLESS OTHERWISE SPECIFIED IN THESE PLANS.
7. LONGITUDINAL DROPOFFS SHALL BE SIGNED AS SHOWN IN THE "MINNESOTA TEMPORARY TRAFFIC CONTROL FIELD
TO DIRECTION OF AND FACING THE TRAFFIC THEY ARE INTENDED TO SERVE, UNLESS OTHERWISE SPECIFIED.
6. TEMPORARY SIGNS SHALL BE PLACED AND ORIENTED APPROXIMATELY AS SHOWN IN THE PLAN, AT RIGHT ANGLES
SIGNS, AND BUILDINGS.
BY APPROACHING ROAD USERS. OBSTACLES MAY INCLUDE, BUT ARE NOT LIMITED TO, LIGHT POLES, TREES,
5. TEMPORARY SIGNS SHALL BE PLACED SUCH THAT OBSTACLES DO NOT BLOCK THEM FROM BEING VIEWED
APPROPRIATE DEVICES.
AND PEDESTRIANS IS REDUCED ENOUGH TO CAUSE A HAZARD, DELINEATE THE SIGN/BARRICADE WITH
4. WHEN A SIGN OR BARRICADE IS ORIENTED SUCH THAT VISIBILITY TO ROAD USERS INCLUDING BIKES
SIGNAGE.
LATERALLY AND LONGITUDINALLY. EXAMPLE SHOWS DETOUR SIGNAGE, BUT THIS REQUIREMENT APPLIES TO ALL
STRUCTURES SHALL BE OFFSET, AND STAGGERED WITH A MINIMUM OF 4' BETWEEN SIGN STRUCTURES BOTH
NO MORE THAN 2 POSTS WITHIN 84'' OF EACH OTHER. WHEN THIS SPACING CAN NOT BE MAINTAINED, THEN SIGN
3 WHEN MULTIPLE GROUND MOUNTED SIGN STRUCTURES ARE PLACED ADJACENT TO EACH OTHER THERE SHOULD BE
SIGNS ARE PLACED AS NEEDED, OR PROVIDE TEMPORARY SIGNING UNTIL THE FINAL SIGNING IS PLACED.
2. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FINAL SIGNS TO ASSURE THAT THE FINAL
AND "D" BRACED LEG U-CHANNEL (KNEE BRACE) SIGN SUPPORT IS NOT ALLOWED.
THE DEVICES WERE ACQUIRED BY THE CONTRACTOR PRIOR TO DECEMBER 31ST, 2019. THE MINNESOTA TYPE "C"
THE NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT 350 (NCHRP-350) MAY BE USED PROVIDED
ASSESSING SAFETY HARDWARE 2016 (MASH-2016). PORTABLE SIGN STRUCTURES THAT ARE CRASHWORTHY UNDER
1. ALL TEMPORARY GROUND MOUNTED SIGNS ARE REQUIRED TO BE CRASHWORTHY PER THE AASHTO MANUAL FOR
ALL DISTANCES ARE APPROXIMATE.1.
RAISED PAVEMENT MARKERS AT 10' SPACES
SOLID LINE PAVEMENT MARKING WITH TEMPORARY
BROKEN LINE-50' CYCLE (10' LINE, 40' GAP)
TEMPORARY IMPACT ATTENUATOR
WITH DELINEATORS AT 25' SPACES (PPCB)
PPCB DES 8337 - ANCHORED
WITH DELINEATORS AT 25' SPACES (PPCB)
PORTABLE PRECAST CONC BARRIER DES 8337
TEMPORARY TRAFFIC CONTROL (F&I)
TEMPORARY TRAFFIC CONTROL (INPLACE)
PROPOSED SIGN (SEE SIGNING PLAN)
DETOUR PLANSTC12-TC13
TC39-TC53
TC39-TC46,
TC54-TC60
TC69-TC83
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BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\1_TC General Layout\cd131481_tc01.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
CLOSED
ROAD
AHEAD
CLOSED
ROAD
AHEAD
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC2
STAGING NARRATIVE
STAGING NARRATIVE
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BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\1_TC General Layout\cd131481_tc03.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
STAGING NARRATIVE:
STAGE 1
CONSTRUCTION
-REMOVE MEDIAN AND CONSTRUCT TEMPORARY PAVEMENT SECTIONS AT THE FOLLOWING LOCATIONS:
A. 80TH ST S :CROSSOVER #1
B. 80TH ST
C. 80TH ST
D. 80TH ST
E. E POINT DOUGLAS RD S :
-COMPLETE TEMPORARY SIGNALS AT THE FOLLOWING INTERSECTIONS:
A. 80TH ST S AND TH 10 SB RAMPS
B. 80TH ST S AND TH 10 NB RAMPS
C. EAST POINT DOUGLAS RD S AND BUISNESS PARKING LOTS
D. 80TH ST S AND HINTON AVE S
TRAFFIC
-PLACE ADVANCED ROAD WORK ADVISORY SIGNAGE 14 DAYS IN ADVANCE OF CONSTRUCTION.
-
PLACE PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) 14 DAYS IN ADVANCE OF CONSTRUCTION START UP, ROAD CLOSURES,
AND MAINTAIN FOR 14 DAYS AFTER THE START OF CONSTRUCTION.
-CLOSE INSIDE LANES FOR EAST AND WEST BOUND TRAFFIC ON 80TH ST S BETWEEN STA. 65+00 AND 128+25
-CLOSE INSIDE LANES FOR NORTH AND SOUTH BOUND TRAFFIC ON E POINT DOUGLAS RD S BETWEEN STA. 5+50 AND 10+50
-MAINTAIN ALL PEDESTRIAN ROUTES
-MAINTAIN LOCAL BUSINESS AND RESIDENTIAL ACCESS AT ALL TIMES.
STAGE 2A
CONSTRUCTION
-BEGIN CONSTRUCTION ON TH 10 NB ON-RAMP AND TH 10 SB OFF-RAMP FOR 80TH ST S. (CONSTRUCTION TO CONTINUE THRU
-BEGIN CONSTRUCTION ON EAST BOUND SIDE OF 80TH ST S. BETWEEN HADLEY AVE S. AND HINTON AVE S. (CONSTRUCTION TO
CONTINUE THRU STAGE 2C)
-BEGIN CONSTRUCTION ON SOUTH BOUND SIDE OF EAST POINT DOUGLAS RD S. (CONSTRUCTION TO CONTINUE THRU STAGE 2C)
-CONSTRUCT UNDERGROUND UTILITIES AS INDICATED IN STAGE 2A
-CONSTRUCT E POINT DOUGLAS RD S AND ACCESS TO BUISNEES PARKING LOT INTERSECTION WITH NIGHT WORK FULL CLOSURE,
CONTRACTOR TO BRING INTERSECTION BACK TO DRIVABLE SURFACE PRIOR TO BUISNESS OPENING TIME.
-CONSTRUCT 80TH ST S AND HARDWOOD AVE S INTERSECTION WITH NIGHT WORK FULL CLOSURE, CONTRACTOR TO BRING
INTERSECTION BACK TO DRIVABLE SURFACE PRIOR TO BUISNESS OPENING TIME.
TRAFFIC
-CLOSE WEST BOUND LANES ON 80TH ST S. BEWTEEN HADLEY AVE S. AND HINTON AVE S. (CLOSURE TO REMAIN INPLACE INPLACE
-CLOSE TH 10 NB ON-RAMP AND TH 10 SB OFF-RAMP FOR 80TH ST S. (CLOSURE TO REMAIN INPLACE INPLACE THRU STAGE 2C)
-CLOSE SOUTH BOUND LANES ON E POINT DOUGLAS RD S (CLOSURE TO REMAIN INPLACE INPLACE THRU STAGE 2C)
-
MAINTAIN EAST AND WEST BOUND TRAFFIC ON 80TH ST S BETWEEN HADLEY AVE S AND HARDWOOD AVE S BY DIRECTING
TRAFFIC INTO A HEAD TO HEAD CONFIGURATION ON THE EB LANES
-
MAINTAIN NORTH AND SOUTH BOUND TRAFFIC ON E POINT DOUGLAS RD S BY DIRECTING TRAFFIC INTO A HEAD TO HEAD
CONFIGURATION ON THE NB LANES (MAINTAIN TRAFFIC CONFIGURATION THRU STAGE 2C)
-
MAINTAIN EAST BOUND TRAFFIC ONLY ON 80TH ST S BETWEEN HARDWOOD AND HINTON AVE S. DETOUR EAST BOUND TRAFFIC
AT JAMAICA AVE S. (SEE DETOUR PLANS).
-MAINTAIN LOCAL BUSINESS AND RESIDENTIAL ACCESS AT ALL TIMES
STAGE 2B
CONSTRUCTION
-CONTINUE CONSTRUCTION ON 80TH ST S AND E POINT DOUGLAS RD FROM STAGE 2A
-CONSTRUCT EAST BOUND SIDE OF 80TH ST S. BETWEEN HINTON AVE S.AND IDEAL AVE S. (CONTRACTOR TO BEGIN CONSTRUCTION
AFTER THE SCHOOL YEAR ENDS)
-CONSTRUCT UNDERGROUND UTILITIES AS INDICATED IN STAGE 2B
TRAFFIC
-MAINTAIN CLOSURES ON 80TH ST S AND E POINT DOUGLAS RD S. FROM STAGE 2A
-CLOSE WEST BOUND LANES ON 80TH ST S. BETWEEN HINTON AVE S. AND IDEAL AVE S.
-MAINTAIN WEST BOUND TRAFFIC ONLY ON 80TH ST S BETWEEN HARDWOOD AND IDEAL AVE S. DETOUR EAST BOUND TRAFFIC AT
JAMAICA AVE S. (SEE DETOUR PLANS)
-MAINTAIN LOCAL BUSINESS AND RESIDENTIAL ACCESS AT ALL TIMES
STAGE 2C
CONSTRUCTION
-COMPLETE CONSTRUCTION ON 80TH ST S AND E POINT DOUGLAS RD FROM STAGE 2A
-BEGIN CONSTRUCTION ON WEST BOUND SIDE OF 80TH ST S. BETWEEN HINTON AVE S.AND IDEAL AVE S.
-CONSTRUCT UNDERGROUND UTILITIES AS INDICATED IN STAGE 2C
TRAFFIC
-MAINTAIN CLOSURES ON 80TH ST S AND E POINT DOUGLAS RD S. FROM STAGE 2A
-CLOSE EAST BOUND LANES ON 80TH ST S. BETWEEN HINTON AVE S. AND IDEAL AVE S.
-MAINTAIN WEST BOUND TRAFFIC ONLY ON 80TH ST S BETWEEN HARDWOOD AND IDEAL AVE S. DETOUR EAST BOUND TRAFFIC AT
JAMAICA AVE S. (SEE DETOUR PLANS)
-MAINTAIN LOCAL BUSINESS AND RESIDENTIAL ACCESS AT ALL TIMES
S :
S :
S :
CROSSOVER #2
CROSSOVER #3
CROSSOVER #4
CROSSOVER #5
STAGE 3A
CONSTRUCTION
-BEGIN CONSTRUCTION ON TH 10 NB OFF-RAMP AND TH 10 SB ON-RAMP FOR 80TH ST S.
-BEGIN CONSTRUCTION ON WEST BOUND SIDE OF 80TH ST S. BETWEEN HADLEY AVE S. AND HINTON AVE S.
-BEGIN CONSTRUCTION ON NORTH BOUND SIDE OF EAST POINT DOUGLAS RD S.
-COMPLETE CONSTRUCTION ON WEST BOUND SIDE OF 80TH ST S. BETWEEN HINTON AVE S.AND IDEAL AVE S. (CONTRACTOR TO
COMPLETE CONSTRUCTION PRIOR TO THE SCHOOL YEAR STARTING)
-CONSTRUCT UNDERGROUND UTILITIES AS INDICATED IN STAGE 3A
-CONSTRUCT E POINT DOUGLAS RD S AND ACCESS TO BUISNEES PARKING LOT INTERSECTION WITH NIGHT WORK FULL CLOSURE,
CONTRACTOR TO BRING INTERSECTION BACK TO DRIVABLE SURFACE PRIOR TO BUISNESS OPENING TIME.
-CONSTRUCT 80TH ST S AND E POINT DOUGLAS RD S INTERSECTION WITH NIGHT WORK FULL CLOSURE, CONTRACTOR TO BRING
INTERSECTION BACK TO DRIVABLE SURFACE PRIOR TO BUISNESS OPENING TIME.
TRAFFIC
-MAINTAIN CLOSURE FOR EAST BOUND LANES ON 80TH ST S. BETWEEN HINTON AVE S. AND IDEAL AVE S.
-CLOSE EAST BOUND LANES ON 80TH ST S. BEWTEEN HADLEY AVE S. AND HINTON AVE S. (CLOSURE TO REMAIN INPLACE INPLACE
-CLOSE TH 10 NB OFF-RAMP AND TH 10 SB ON-RAMP FOR 80TH ST S. (CLOSURE TO REMAIN INPLACE INPLACE THRU STAGE 3B)
-CLOSE SOUTH BOUND LANES ON E POINT DOUGLAS RD S (CLOSURE TO REMAIN INPLACE INPLACE THRU STAGE 3B)
-MAINTAIN EAST AND WEST BOUND TRAFFIC ON 80TH ST S BETWEEN HADLEY AVE S AND HARDWOOD AVE S BY DIRECTING
TRAFFIC INTO A HEAD TO HEAD CONFIGURATION ON THE WB LANES
-MAINTAIN NORTH AND SOUTH BOUND TRAFFIC ON E POINT DOUGLAS RD S BY DIRECTING TRAFFIC INTO A HEAD TO HEAD
CONFIGURATION ON THE SB LANES (MAINTAIN TRAFFIC CONFIGURATION THRU STAGE 3B)
-MAINTAIN EAST BOUND TRAFFIC ONLY ON 80TH ST S BETWEEN HARDWOOD AND IDEAL AVE S. DETOUR EAST BOUND TRAFFIC AT
JAMAICA AVE S. (SEE DETOUR PLANS).
-MAINTAIN LOCAL BUSINESS AND RESIDENTIAL ACCESS AT ALL TIMES
STAGE 3B
CONSTRUCTION
-COMPLETE CONSTRUCTION ON TH 10 NB OFF-RAMP AND TH 10 SB ON-RAMP FOR 80TH ST S.
-COMPLETE CONSTRUCTION ON WEST BOUND SIDE OF 80TH ST S. BETWEEN HADLEY AVE S. AND HINTON AVE S.
-COMPLETE CONSTRUCTION ON NORTH BOUND SIDE OF EAST POINT DOUGLAS RD S.
-CONSTRUCT UNDERGROUND UTILITIES AS INDICATED IN STAGE 3B
TRAFFIC
-MAINTAIN 80TH ST S AND E POINT DOUGLAS RD S CLOSURES FROM STAGE 3B
-
MAINTAIN EAST AND WEST BOUND TRAFFIC ON 80TH ST S BETWEEN HADLEY AVE S AND HARDWOOD AVE S BY DIRECTING
TRAFFIC INTO A HEAD TO HEAD CONFIGURATION ON THE WB LANES
-
MAINTAIN NORTH AND SOUTH BOUND TRAFFIC ON E POINT DOUGLAS RD S BY DIRECTING TRAFFIC INTO A HEAD TO HEAD
CONFIGURATION ON THE SB LANES
-
MAINTAIN EAST BOUND TRAFFIC ONLY ON 80TH ST S BETWEEN HARDWOOD AND HINTON AVE S. DETOUR EAST BOUND TRAFFIC
AT JAMAICA AVE S. (SEE DETOUR PLANS).
-MAINTAIN LOCAL BUSINESS AND RESIDENTIAL ACCESS AT ALL TIMES
STAGE 4
CONSTRUCTION
-REMOVE TEMPORARY PAVEMENT SECTIONS AND CONSTRUCT MEDIAN AT THE FOLLOWING LOCATIONS:
A. 80TH ST S EB STA. 65+68 TO STA. 67+78
B. 80TH ST S EB STA. 84+54 TO STA. 88+93
C. 80TH ST S EB STA. 106+00 TO STA. 106+50
D. 80TH ST S EB STA. 113+00 TO STA. 114+78
E. E POINT DOUGLAS RD S NB STA. 5+90 TO STA. 10+36
-COMPLETE PERMANENT SIGNALS AT THE FOLLOWING INTERSECTIONS:
A. 80TH ST S AND TH 10 SB RAMPS
B. 80TH ST S AND TH 10 NB RAMPS
C. EAST POINT DOUGLAS RD S AND BUISNESS PARKING LOTS
D. 80TH ST S AND HINTON AVE S
TRAFFIC
-CLOSE INSIDE LANES FOR EAST AND WEST BOUND TRAFFIC ON 80TH ST S BETWEEN STA. 65+00 AND 128+25
-CLOSE INSIDE LANES FOR NORTH AND SOUTH BOUND TRAFFIC ON E POINT DOUGLAS RD S BETWEEN STA. 5+50 AND 10+50
-MAINTAIN ALL PEDESTRIAN ROUTES
-MAINTAIN LOCAL BUSINESS AND RESIDENTIAL ACCESS AT ALL TIMES.
PAVEMENT STRIPING COLOR BREAKDOWN TC2
STAGE 1 STAGE 2A STAGE 2B STAGE 2C STAGE 3A STAGE 3B STAGE 4 TOTALS
6" REMOVABLE
PREFORMED PAVEMENT
MARKING TAPE
WHITE 515 605 115 1235
YELLOW 375 973 1348
TOTAL 515 375 605 115 973 2583
4" REMOVABLE
PREFORMED PAVEMENT
MARKING TAPE
WHITE 2788 1200 3017 805 7810
YELLOW 7623 1740 8560 520 18443
TOTAL 10411 2940 11577 1325 26253
TEMPORARY TRAFFIC CONTROL TC1
ITEM
NO.
ITEM DESCRIPTION NOTES UNIT S.P. 8205-159 S.P. 180-102-020 S.P. 180-112-014 S.A.P. 082-639-008
STAGE
1
STAGE
2A
STAGE
2B
STAGE
2C
STAGE
3A
STAGE
3B
STAGE
4
2102 PAVEMENT MARKING REMOVAL LIN FT 8390 3824 5365 4115 1200 3410 8854
2102 PAVEMENT MARKING REMOVAL SQ FT 144 96 240
2545 ADJUST HANDHOLE EACH 10 2 4 8 8
2533 PORTABLE PRECAST CONC BARRIER DES 8337 LIN FT 1070 610 460
2563 RAISED PAVEMENT MARKER TEMPORARY EACH 180 40 50 90
2563 PORTABLE BARRIER DELINEATOR EACH 45 25 20
2563 TUBULAR MARKER EACH 159 50 55 95 12 157
2563 REPLACE TUBULAR MARKER EACH 26 8 11 17 2 26
2563 TEMPORARY PEDESTRIAN RAMP 2 EACH 5 4 2 6 5
2563 PORTABLE CHANGEABLE MESSAGE SIGN 1 EACH 56 28 28
2563 PEDESTRIAN CHANNELIZER 2 LIN FT 500 200 350 350 700
2563 TEMPORARY IMPACT ATTENUATOR ASSEMBLY 1 1
2563 TEMPORARY WALKWAY SURFACE 2 SQ FT 500 400 200 600 500
2580 INTERIM PAVEMENT MARKING LIN FT 500 17500 3200 500 21700
2581 4'' REMOVABLE PREFORMED PAVEMENT MARKING TAPE LIN FT 15554 6312 4387 10411 2940 11577 1325
2581 6" REMOVABLE PREFORM PAVEMENT MARKING TAPE LIN FT 2068 240 275 515 375 605 115 973
2581 REMOVABLE PREFORMED PAVEMENT MESSAGE TAPE SQ FT 96 96
NOTES:
(1) PCMS'S SHALL REMOTE ACCESS CAPABILITIES, MESSAGES TO BE UPDATED UPON REQUEST FROM THE PROJECT TEAM, TO BE PLACED AS SHOWN IN THE PLAN OR AT LOCATIONS SPECIFIED BY THE
PROJECT ENGINEER
(2) ITEM SHALL BE DEPLOYED AND UTILIZED TO ASSIST IN GUIDING AND DETOURING PEDESTRIANS SAFELY THOUGH ACTIVE CONSTRUCTION ZONES. THE CONTRACTOR MUST ENSURE CONTINUOUS ACCESS
FOR LOCAL PEDESTRIANS AND BUISNESSES FOLLOWING THE GUIDELINES LAID OUT IN THE APR STANDARD PLAN SHEETS, UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER. ALL PEDESTRIAN
DETOUR SIGNAGE AND TYPE ii SIDEWALK CLOSURE BARRICADES SHALL BE CONSIDERED INCIDENTAL TO THE TRAFFIC CONTROL LUMP SUM BID ITEM. PRIOR TO IMPLEMENTATION CONTRACTOR SHALL
PROVIDE PEDESTRIAN ACCESS ROUTE PLANS FOR REVIEW AND APPROVAL. AUDIBLE MESSAGE DEVICES SHALL NOT BE REQUIRED.
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I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\2_TC Tabs\cd131481_tc_tab01.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC3
TABULATIONS
(3,B) (SPWEB330B) (2360)
2.0" TYPE SP 12.5 WEARING COURSE MIXTURE
8" AGGREGATE BASE (CV) CLASS 5 (2211)
(3,B) (SPWEB330B) (2360)
2.0" TYPE SP 12.5 WEARING COURSE MIXTURE
TEMPORARY PAVEMENT SUMMARY TC3
DESCRIPTION
2104 2211 2360
REMOVE
BITUMINOUS
PAVEMENT
(2)
SAWING BIT
PAVEMENT
(FULL DEPTH)
REMOVE
CURB &
GUTTER
REMOVE
CONCRETE
MEDIAN
AGGREGATE
BASE (CV)
CLASS 5
TYPE SP 12.5
WEARING
COURSE MIX
(3,B)
SPWEB340B
STATION TO STATION
(1)
SQ YD LIN FT LIN FT SQ YD CU YD TON
STAGE 1: S.A.P. 082-639-008
65+67 TO 67+77 TEMPORARY CROSSOVER #1 345 910 439 246 77 83
STAGE 1: S.P. 180-102-020
84+54 TO 88+93 TEMPORARY CROSSOVER #2 762 1823 896 561 170 183
106+00 TO 106+51 TEMPORARY CROSSOVER #3 159 334 151 124 36 39
113+04 TO 114+78 TEMPORARY CROSSOVER #4 564 1772 374 369 126 136
STAGE 1: S.P. 180-112-014
5+91 TO 10+36 TEMPORARY CROSSOVER #5 280 776 871 196 63 68
SUBTOTALS
S.A.P. 082-639-008 TOTALS 345 910 439 246 77 83
S.P. 180-102-020 TOTALS 1485 3929 1421 1054 332 358
S.P. 180-112-014 TOTALS 280 776 871 196 63 68
NOTES:
(1) ALL STATIONING EXCEPT FOR TEMPORARY CROSSOVER #5 REFERS TO 80TH ST S EB ALIGNMENT. TEMPORARY CROSSOVER #5 REFERS TO E POINT DOUGLAS RD NB ALIGNMENT.
(2) QUANTITY TOTALS PER STAGE ACCOUNT FOR THE REMOVAL OF TEMPORARY PAVEMENT CONSTRUCTED DURING THAT STAGE AS WELL AS EXISTING PAVEMENT REMOVAL NEEDED TO CONSTRUCT
TEMPORARY PAVEMENT, ACTUAL TEMPORARY PAVEMENT REMOVALS PER STAGE SHALL BE DETERMINED BY CONTRACTOR.
APPROVED SUBGRADE
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I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\2_TC Tabs\cd131481_tc_tab07.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC4
TEMPORARY PAVEMENT DETAILS
INSET T-1
TEMPORARY PAVEMENT
SIGN NO.SIGN COLOR
(WxH)
(IN. X IN.)
SIZE
(WxH)
(IN. X IN.)
ASSEMBLY
POST
OF
NUMBER
INCHES
SPACING
POST
SIGN NO.COLOR
(WxH)
(IN. X IN.)
SIZE
(WxH)
(IN. X IN.)
ASSEMBLY
POST
OF
NUMBER
INCHES
SPACING
POST
SIGN
"W" SERIES "W" SERIES CONTINUED "M" SERIES CONTINUED
SIGN SIGN NO.COLOR
(WxH)
(IN. X IN.)
SIZE
(WxH)
(IN. X IN.)
ASSEMBLY
POST
OF
NUMBER
INCHES
SPACING
POST
"G" SERIES CONTINUED
SIGN SIGN NO.COLOR
(WxH)
(IN. X IN.)
SIZE
(WxH)
(IN. X IN.)
ASSEMBLY
POST
OF
NUMBER
INCHES
SPACING
POST
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
0
:
5
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\4_TC Details\cd131481_tc_det01.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
DESIGN DETAILS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC5
FEET
XX
ROAD
CLOSED
AHEAD
LEFT
LANE
CLOSED
ROAD
WORK
AHEAD
RIGHT
LANE
CLOSED
DETOUR
AHEAD
RAMP
CLOSED
AHEAD
W20-3M
ON ORANGE
BLACK 36 X 36
30 x 24M1-4
M3-1 24 X 12
ON ORANGE
BLACK
36 X 18M4-8
M4-8a
ON ORANGE
BLACK
24 X 18
M3-2
DETOUR
M5-2R
M5-3 21 x 15
M6-1
M6-2R 21 x 15
M5-1R 21 x 15
DETOUR
21 x 15
ON WHITE
BLACK
ON WHITE
BLACK
ON WHITE
BLACK
ON WHITE
BLACK
ON WHITE
BLACK
ON WHITE
BLACK
ON WHITE
BLACK
M6-3 21 x 15
ON WHITE
BLACK
ON WHITE
BLACK
21 x 15ON WHITE
BLACK
ON WHITE
BLACK
END
DETOUR
DETOUR
DETOUR DETOUR
DETOUR DETOUR
DETOUR DETOUR
GENERAL NOTES;
1. TEMPORARY SIGN TABULATION INDICATES, STANDARD SIGN NUMBER, COLOR, AND PROPOSED SIZE.
BASED ON THE U-CHANNEL/SQUARE TUBE SIGN DETAILS INCLUDED IN PLANS.
BE U-CHANNEL, ANYTHING LARGER SHALL BE SQUARE TUBE POSTS. NUMBER OF POSTS/SPACING AND BASE TYPE SHALL BE DETERMINED BY CONTRACTOR,
2. CONTRACTOR TO UTILIZE BOTH U-CHANNEL & SQUARE TUBE POST TEMPORARY SIGN STRUCTURES. ANY SIGN ASSEMBLY THAT IS 48"X 60" OR SMALLER SHALL
4. BASED ON FIELD CONDITIONS, CONTRACTOR MAY ELECT TO USE 36" X 36" SIGNS, INPLACE OF THE STANDARD 48" X 48" (MEDIAN & OUTSIDE SHOULDER WIDTH RESTRICTIONS).
STRINGERS ON SINGLE POST ASSEMBLIES ARE REQUIRED TO BE AT LEAST 9 INCHES IN FROM THE EDGE OF THE SIGN.
3. ALUMINUM STRINGERS SHALL BE USED FOR SIGNS 36 INCHES AND WIDER. SEE MANUFACTURER'S SPECIFICATIONS FOR SQUARE TUBE MOUNTING DETAILS.
ON ORANGE
BLACK
ON ORANGE
BLACK
W20-X3R 36 x 36
W20-X5 36 X 36
36 x 36W20-X5
ON ORANGE
BLACK
W20-X3L
ON ORANGE
BLACK
36 x 36
W1-6
ON ORANGE
BLACK
48 X 24
W4-2R
ON ORANGE
BLACK
36 x 36
36 x 36
36 X 36
ON ORANGE
BLACK
ON ORANGE
BLACK
W4-2L
W4-1R
W3-3
1
W20-1
ON ORANGE
BLACK
36 x 36
1
1
1
1
1
1
1
1
1
W20-2
ON ORANGE
BLACK
36 X 36
OR
48 X 48
W20-3 ON ORANGE
BLACK 48 X 48
W6-1 ON ORANGE
BLACK 36 X 36
W1-4L
ON ORANGE
BLACK 36 X 36
ON ORANGE
BLACK
W16-2P 30 X 24
AND GREEN
BLACK,RED
ON YELLOW
36 X 36
45 X 51 1
01 16
1
1
MILES
XX
W16-3P
ON ORANGE
BLACK 30 X 24 1
36 X 60
OR
48 X 63
1
1
M3-3
M3-4
24 X 12
24 X 12
24 X 12
136 X 69
30 X 42 1
M4-9M
ON ORANGE
BLACK
42 X 36
OR
30 X 24
42 X 51
OR
40 X 39
1
END
ROAD WORK
TURN
LANE
TURN
LANE
MONTH DY
CLOSED
BEGINNING
RAMP
G20-2
ON ORANGE
BLACK
36 X 18
30 X 36
60 X 72
ON ORANGE
BLACK
ON ORANGE
BLACKG20-X9
G20-X15
SIGN NO.SIGN COLOR
(WxH)
(IN. X IN.)
SIZE
(WxH)
(IN. X IN.)
ASSEMBLY
POST
OF
NUMBER
INCHES
SPACING
POST
"R" SERIES
ONLY ONLY ONLY
ONLY
ONLY ONLY
SIGN NO.SIGN COLOR
(WxH)
(IN. X IN.)
SIZE
(WxH)
(IN. X IN.)
ASSEMBLY
POST
OF
NUMBER
INCHES
SPACING
POST
"R" SERIES
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
0
:
5
7
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
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.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\4_TC Details\cd131481_tc_det02.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
DESIGN DETAILS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC6
36 X 36
R11-2M ON WHITE
BLACK
48 X 30
R11-3a
ON WHITE
BLACK
R11-4 ON WHITE
BLACK
60 X 30
R11-2M
ON WHITE
BLACK
48 X 30
BLACK
ON WHITE
R3-1 36 X 36AND RED
BLACK
ON WHITE
36 X 36
R3-7
R4-7c 18 X 30
36 X 36R5-1 60 X 30
R3-7M
ON WHITE
BLACK
R3-27 36 X 36AND RED
BLACK
ON WHITE
BLACK
ON WHITE
R6-1L
ON WHITE
BLACK 54 X 18
RED
ON WHITE
R11-2M
ON WHITE
BLACK 48 X 30
R3-2
AND RED
BLACK
ON WHITE
36 X 36
GENERAL NOTES;
1. TEMPORARY SIGN TABULATION INDICATES, STANDARD SIGN NUMBER, COLOR, AND PROPOSED SIZE.
BASED ON THE U-CHANNEL/SQUARE TUBE SIGN DETAILS INCLUDED IN PLANS.
BE U-CHANNEL, ANYTHING LARGER SHALL BE SQUARE TUBE POSTS. NUMBER OF POSTS/SPACING AND BASE TYPE SHALL BE DETERMINED BY CONTRACTOR,
2. CONTRACTOR TO UTILIZE BOTH U-CHANNEL & SQUARE TUBE POST TEMPORARY SIGN STRUCTURES. ANY SIGN ASSEMBLY THAT IS 48"X 60" OR SMALLER SHALL
4. BASED ON FIELD CONDITIONS, CONTRACTOR MAY ELECT TO USE 36" X 36" SIGNS, INPLACE OF THE STANDARD 48" X 48" (MEDIAN & OUTSIDE SHOULDER WIDTH RESTRICTIONS).
STRINGERS ON SINGLE POST ASSEMBLIES ARE REQUIRED TO BE AT LEAST 9 INCHES IN FROM THE EDGE OF THE SIGN.
3. ALUMINUM STRINGERS SHALL BE USED FOR SIGNS 36 INCHES AND WIDER. SEE MANUFACTURER'S SPECIFICATIONS FOR SQUARE TUBE MOUNTING DETAILS.
1
1
1
1
1
MUST
LEFT LANE
TURN LEFT
MUST
ALL TRAFFIC
TURN LEFT
1
MUST
RIGHT LANE
TURN RIGHT
MUST
ALL TRAFFIC
TURN RIGHT
ON WHITE
BLACK
54 X 30 1R3-8ACA
R3-8AD ON WHITE
BLACK
36 X 30 1
R3-8AA ON WHITE
BLACK
36 X 30 1
1
1
1
1
1
1
1
CLOSED
ROAD
CLOSED
LANE
ROAD CLOSED
LOCAL TRAFFIC ONLY
XX MILES AHEAD
ROAD CLOSED
THRU TRAFFIC
TO
WAY ONE
CLOSED
RAMP
SHEET
na
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s
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m
o
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4:
1
0
:
5
7
P
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12
/
1
5
/
2
0
2
5
Mn
D
O
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-
p
d
f
_
M
O
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.
p
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f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\4_TC Details\cd131481_tc_det03.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
DESIGN DETAILS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC7
11.04
8
38.74 22.4 8 9.12
5.54
8
32.6 26.8
3
8
110.26 28
7.5
1.25
6 162
6
8
68.74 22.4 8 9.12
6
8
82.38 12.24
3.37
24
58.5 24 12 24
2
1.25
6 162
2
8
43.69 35.6
4.5
20.88 8 20.64
36.34
35.74
6
65.74
79.38
55.5
6
40.69
5.59
77.46
102
174
RO AD W O RK LO CATIO N TO LO CATIO N BEG INS JUNE 24;
6.00" Radius, 1.25" Border, Black on O range;
"80th St", D 2K; "RO AD", D 2K; "W O RK", D 2K; "80th St", D 2K; "AT", D 2K; US 10 M 1-4;
US 61 M 1-4; "BEG INS", D 2K; "M O N DAY", D 2K;
Table of letter and object lefts
8
38.74
0
45.78
t
52.34
h
56.42
S
69.14
t
75.06
R
110.86
O
117.50
A
124.22
D
132.22
W
110.26
O
118.42
R
125.86
K
132.66
6.00
8
68.74
0
75.78
t
82.34
h
86.42
S
99.14
t
105.06
A
82.38
T
89.66
10
58.50
61
94.50
6.00
B
43.69
E
50.49
G
56.65
I
63.85
N
67.05
S
73.85
M
83.79
O
91.79
N
99.23
D
112.67
A
119.15
Y
126.43
1
8
8.66 27.68
3
8
3.18
38.64
8.66
3.18
1
21
45
No border, O range;
"RAM P" Black, D 2K;
"CLO SED" Black, D 2K;
Table of letter and object lefts
R
8.66
A
14.74
M
22.74
P
30.90
C
3.18
L
10.38
O
16.38
S
23.26
E
30.06
D
36.38
2
8
39.36 25.76 8 20.88 8 20.64 39.36
2
12
162
RO AD W O RK LO CATIO N TO LO CATIO N BEG INS JUNE 24;
No border, O range;
"ENDS" Black, D 2K; "M O N DAY" Black, D 2K;
Table of letter and object lefts
E
39.36
N
45.68
D
53.04
S
59.68
M
73.12
O
81.12
N
88.56
D
102.00
A
108.48
Y
115.76
2
8
40.26 39.44 8 39.04 35.26
2
12
162
RO AD W O RK LO CATIO N TO LO CATIO N BEG INS JUNE 24;
No border, O range;
"FO LLO W DETO UR" Black, D 2K;
Table of letter and object lefts
F
40.26
O
46.26
L
53.70
L
59.86
O
65.86
W
72.58
D
87.70
E
94.90
T
100.50
O
106.50
U
113.94
R
121.30
3.5
8
2.74
22.4 8 9.12
2.74
3.5
15
45
No border, O range;
"80th St" Black, D 2K;
Table of letter and object lefts
8
2.74
0
9.78
t
16.34
h
20.42
S
33.14
t
39.06
WORK
AT
BEGINS MON DAY
ROAD
80th St
80th St
FOLLOW DETOUR
ENDS MON DAY
RAMP
CLOSED
80th St
10 61
4
WORK
TO
BEGINS
ROAD
AUGUST 31
NOT TO SCALE
2 6' - 12' FROM EDGE OF ROADWAY, MUST BE A MINIMUM OF 6' FROM EDGE OF PAVED SHOULDER (WHEN PRESENT).
MIN.
7'
4 5' MINIMUM IN RURAL. 7' MINIMUM IN BUSINESS, COMMERCIAL, OR RESIDENTIAL AREAS.
BOTTOM OF THE SIGN OR SIGN ASSEMBLY SHALL BE 7'.
1 IF ANY PART OF A SIGN OR SIGN ASSEMBLY EXTENDS MORE THAN 4" INTO THE PEDESTRIAN FACILITY, THE MINIMUM HEIGHT TO
2
FROM ROADWAY
6'-12'
GROUND LINE
1. GROUND MOUNTED SQUARE TUBE SIGN STRUCTURES PLACED WITHIN 50' OF THE RADIUS END OF AN INTERSECTION SHALL BE PLACED ON ONE 2'' OR 2-1/2'' POST.
WHICHEVER IS GREATER.
CLEARANCE FROM THE GROUND LINE TO THE BOTTOM OF THE LOWEST SIGN ON THE ASSEMBLY SHALL BE 7', OR AS SHOWN IN DETAIL,
3 IF GROUND MOUNTED TEMPORARY SIGN OR SIGN ASSEMBLY IS PLACED ON 2-1/2'' SQUARE TUBE RISER POST(S), THE MINIMUM
INSERT.
PRE-PUNCHED, GALVANIZED STEEL, SQUARE TUBE RISER POST WITH A 10 GAUGE 2-3/16'' X 2-3/16'' PRE-PUNCHED, GALVANIZED STEEL, SQUARE TUBE INTERNAL
3. FOR 2-1/2'' SQUARE TUBE RISER POST IN SOIL, USE SLIP BASE PLACED PER MANUFACTURER'S SPECIFICATIONS USING A 10 GAUGE , 2-1/2'' X 2-1/2''
ON THE BOLT.
STEEL, SQUARE TUBE RISER POST. PLACE 3/8'' STAINLESS STEEL BOLT THROUGH THE 5TH HOLE DOWN FROM THE TOP OF THE BASE. RISER POST SHALL REST
2. FOR 2'' SQUARE TUBE RISER POST IN SOIL, USE FIN BASE PLACED PER MANUFACTURER'S SPECIFICATIONS. USE A 2'' X 2'' PRE-PUNCHED, GALVANIZED
GENERAL NOTES;
SPECIFIC NOTES;
TYPICAL G20-X2 DESIGN
6 INPLACE AND/OR OTHER CONSTRUCTION SIGNING.
MIN.
5'
MIN.
5'
MIN.
5'
7' MIN.
7' MIN.
7' MIN.2
2
2 2
MIN.
4'
MIN.
4'
FROM ROADWAY
6'-12'
FROM ROADWAY
6'-12'
FROM ROADWAY
6'-12'
FROM ROADWAY
6'-12'
MIN.
4'
GROUND LINE
GROUND LINE
GROUND LINE
GROUND LINE
AND 2'' RISER POST
TYPICAL RURAL DESIGN
PLAQUE AND 2-1/2'' RISER POST
TYPICAL RURAL DESIGN WITH SUPPLEMENTAL
PLAQUE AND 2'' RISER POST
TYPICAL RURAL DESIGN WITH SUPPLEMENTAL TYPICAL RURAL DESIGN
2-1/2'' RISER POST
3
1
OF CURB
FROM FACE
2' MIN.
MIN.
7'
WALKWAY
OR RESIDENTIAL AREA
BUSINESS,COMMERCIAL,
OFFSET
4' MIN
OFFSET
4' MIN
MINNESOTA
47
DETOUR
MINNESOTA
65
COUNTY
3
MINNESOTA
47
DETOUR
JCT6
OFFSET SPACING
CONSTRUCTION SIGN POST
5
SIGN STRUCTURES BOTH LATERALLY AND LONGITUDINALLY. EXAMPLE SHOWS DETOUR SIGNAGE, BUT THIS REQUIREMENT APPLIES TO ALL SIGNAGE.
EACH OTHER. WHEN THIS SPACING CAN NOT BE MAINTAINED, THEN SIGN STRUCTURES SHALL BE OFFSET, AND STAGGERED WITH A MINIMUM OF 4' BETWEEN
5 WHEN MULTIPLE GROUND MOUNTED SIGN STRUCTURES ARE PLACED ADJACENT TO EACH OTHER THERE SHOULD BE NO MORE THAN 2 POSTS WITHIN 84'' OF
SHEET
na
t
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a
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.
s
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o
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4:
1
0
:
5
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
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-
p
d
f
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M
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.
p
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f
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cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\4_TC Details\cd131481_tc_det04.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
DESIGN DETAILS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC8
24''
24''
2''
2''
MAX
24''
MAX
24''
2''
2''
2''
2''2''
2''
R2-1
1
PANEL OVERLAY
BLACK ON WHITE
EAST WEST TOOVERLAY
PANEL
ORANGE
BLACK ON
1
1
OVERLAY
PANEL
ORANGE
BLANK
COVER
GREEN
NON-REFLECTIVE
BLANK
FASTENERS.
SIGN PANEL AND ATTACH WITH APPROPRIATE
5. DRILL ALL THE INNER HOLES THROUGH THE INPLACE
MATERIAL WITH APPROPRIATE FASTENERS.
SIGN PANEL AND ATTACH THE COVER OR OVERLAY
4. DRILL ALL THE OUTSIDE HOLES THROUGH THE INPLACE
SIGN OR MESSAGE TO BE MODIFIED.
3. POSITION THE COVER OR OVERLAY MATERIAL OVER THE
EACH DRILLED HOLE.
OVERLAY WITH DOUBLE FACED TAPE. CENTERED BEHIND
2. ATTACH PLASTIC SPACERS TO SIGN COVER OR PANEL
DETAILS.
OVERLAY IN ACCORDANCE WITHHELD FASTENER SPACING
1. DRILL 11/32 IN HOLES ON THE SIGN COVER OR PANEL
ASSEMBLY NOTES:
LESS THAN 15 IN OR MORE THAN 24 IN.
5 HORIZONTAL SPACING FOR FASTENERS SHALL NOT BE
SPECIFIC NOTE 5 ).
PLACE A CENTER FASTENER (UNLESS REQUIRED PER
OR PANEL OVERLAY IS LESS THAN 24 IN HIGH, DO NOT
SIGN COVER OR PANEL OVERLAY. IF THE SIGN COVER
4 VERTICAL SPACING FOR FASTENERS IS 50% OF THE
SPECIFIC NOTE 4 ).
PLACE A CENTER FASTENER (UNLESS REQUIRED BY
PANEL OVERLAY IS LESS THAN 24 IN WIDE, DO NOT
NO GREATER THAN 24 IN. IF THE SIGN COVER OR
THAN 48 IN WIDE, THE FASTENER SPACING SHALL BE
3 IF THE SIGN COVER OR PANEL OVERLAY IS GREATER
EACH FASTENER REQUIRES A SPACER.
OUTSIDE DIAMETER BETWEEN 3/8 IN TO 7/8 IN.
INPLACE SIGN. THE SPACERS SHALL HAVE AN
1/2 IN BETWEEN THE COVER MATERIAL AND THE
SPACERS THAT PROVIDE A SPACING OF 1/4 IN TO
2 PLACE SIGN COVER AND PANEL OVERLAYS WITH
COVER THE MESSAGE BEING COVERED OR MODIFIED.
1 THE SIGN COVER OR PANEL OVERLY SHALL FULLY
SPECIFIC NOTES:
ATTACHED TO ANY SIGN COVER PANEL AFTER PLACEMENT.
8. NO HANDLE OR OTHER LIFTING DEVICE SHALL BE LEFT
OVERLAY IS REMOVED.
AND FASTENERS WHEN SIGN COVER PANEL OR PANEL
7. REMOVE ALL COVERING MATERIAL, MOUNTING HARDWARE,
THE CORRUGATED PLASTIC.
FENDER WASHERS BETWEEN THE SCREW HEADS AND
CORRUGATED PLASTIC AS A SIGN COVER PANEL, PLACE
6. IF SHEET METAL SCREWS ARE USED TO PLACE
HARDWARE SHOWN IN THE SPACER DETAIL.
5. ATTACH SIGN COVER PANEL OR PANEL OVERLAY USING
SHEETING FACE.
MATERIAL THAT WILL NOT HARM THE INPLACE SIGN
4. SPACERS (SUCH AS PLASTIC OR RUBBER) SHALL BE A
APPLY TAPE TO THE INPLACE SIGN SHEETING.
3. MINIMIZE DAMAGE TO THE INPLACE SIGN PANEL. DO NOT
OR CONFLICT WITH WORK ZONE SIGNING.
SIGNS SHALL BE REMOVED IF THEY NO LONGER APPLY
(R1-2), OR THE (W14-3) NO PASSING ZONE SIGNS, THESE
DO NOT COVER OR MODIFY THE "STOP" (R1-1), "YIELD"
ORANGE ON ALL SIGNS.
BLANK SIGN PANEL OVERLAYS SHALL BE FLUORESCENT
PROPER COLOR ON A WHITE BACKGROUND.
EXCEPT FOR REGULATORY SIGNS WHICH SHALL BE THE
BE BLACK ON FLUORESCENT ORANGE ON ALL SIGNS
SIGN PANEL OVERLAY WITH A MESSAGE SHALL
MODIFIED.
FULLY COVER THE MESSAGE ELEMENT(S) BEING
OVERLAY SHALL BE RECTANGULAR IN SHAPE AND
SIGNS MANUAL" (AND SUPPLEMENTS). THE SIGN PANEL
MARKINGS MANUAL" OR THE "FHWA STANDARD HIGHWAY
REQUIREMENTS OF THE "MNDOT STANDARD SIGNS AND
ZONE SIGNS APL. THE MESSAGE SHALL FOLLOW THE
ON THE MNDOT SHEETING FOR RIGID TEMPORARY WORK
THE APPROPRIATE SHEETING MATERIAL AS SPECIFIED
OVERLAY SHALL BE MADE OF SHEET ALUMINUM WITH
MESSAGE OF AN INPLACE SIGN PANEL. THE PANEL
2. SIGN PANEL OVERLAYS ARE USED TO MODIFY THE
MAY BE USED AS APPROVED BY THE ENGINEER.
PLYWOOD, CORRUGATED PLASTIC). OTHER MATERIALS
NON-REFLECTIVE MATERIAL (SHEET ALUMINUM,
BLANK, GREEN IN COLOR, AND MADE OF A RIGID
PANEL OF A INPLACE SIGN. THE COVER SHALL BE
1. SIGN COVERS ARE USED TO COVER THE ENTIRE
GENERAL NOTES:
¾
½S hepard Rd
N orfolk A ve
CLOSED
EXIT
OVERLAY
PANEL
ORANGE
BLACK ON
1
494
EAST
WEST
INTERSTATE
5
MINNMESOTA
5
MINNMESOTA
5
MINNMESOTA
STEEL WASHER
5/16'' STAINLESS
NUT WITH
5/16'' NYLOC
2''
1/4'' TO 1/2''
STEEL WASHER
5/16'' STAINLESS
NUT WITH
5/16'' NYLOC
5 5 5
1
SIGN
INPLACE
SPACER
MAX
24''
STEEL BOLT
5/16'' STAINLESS
STEEL BOLT
5/16'' STAINLESS
2
14
3
3
1
VERTICAL PLACEMENT
FASTENER SPACING DETAIL
HORIZONTAL PLACEMENT
FASTENER SPACING DETAIL
77
MINNMESOTAMINNESOTAM
7
SPEED
LIM IT
70
55
SPACER DETAIL
COVER
SIGN
SHEET
na
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\4_TC Details\cd131481_tc_det05.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
DESIGN DETAILS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC9
1
2
3
4
5
DESIGNER NOTES (REMOVE FROM LAYOUT BEFORE INSERTING IN PLAN):
A 1:8 TAPER MAY BE USED WHEN THE POSTED SPEED LIMIT IS 35 MPH OR LESS.
A 1:12 TAPER MAY BE USED WHEN THE POSTED SPEED LIMIT IS 45 MPH OR LESS.
DELINEATION OPTIONS FOR BARRIER
OF REFLECTIVE MATERIAL.
MINIMUM OF 12 SQ. IN.
INSTALLED. PERPETUATE
SPACING IF GLARE SCREEN
DELINEATORS AT 12.5 FOOT
OPTIONAL LOCATION OF
9
7
6 SPECIFY (NON-GATING, REDIRECTIVE) OR (GATING, NON-REDIRECTIVE) STYLE OF ATTENUATOR.
8
SEE MANUFACTURERS SPECIFICATIONS FOR ATTENUATOR ARRAY AND INSTALLATION.
MARKING.
OF CORRESPONDING PAVEMENT
COLOR MUST MATCH COLOR
SUPPLEMENT A EDGE LINE.
USED TO SUBSTITUTE OR
10 FOOT SPACING MAY BE
RETROREFLECTIVE TRPM'S AT
SPECIFY REQUIRED TEST LEVEL AND MPH.
SHOULDER FILL DETAIL). SEE MANUFACTURERS SPECIFICATIONS FOR BARREL ARRAY AND INSTALLATION.
HIGHWAY AND THE IMPACT ATTENUATOR LONGITUDINAL CENTERLINE, IS CONSIDERED APPROPRIATE. (SEE
MOST ROADSIDE CONDITIONS, AN ANGLE OF APPROXIMATELY 10 DEGREES, AS MEASURED BETWEEN THE
LANE AND ORIENTED TO ACCOMMODATE THE PROBABLE IMPACT ANGLE OF THE ENCROACHING VEHICLE. FOR
THE IMPACT ATTENUATOR BARRELS SHOULD BE OFFSET A MINIMUM OF 2 FEET FROM THE EDGE OF THE THRU
NOT TO SCALE
AT 25 FOOT SPACING.
OF REFLECTIVE MATERIAL.
MINIMUM OF 24 SQ. IN.
10
11
BARRIER RUNS SHOULD BE PUT IN PLACE.
IN CASE OF A BARRIER OVERLAP, A MINIMUM OF 100' OVERLAP WITH A 12" SPACING BETWEEN
IF THE BARRIER IS TO BE EXTENDED BEYOND THE SHOULDER, ADDITIONAL FILL WILL BE NEEDED IN
ORDER TO PROVIDE A FLAT (1:10) APPROACH AREA TO THE BARRIER. (SEE SHOULDER FILL DETAIL).
DESIRABLE TREATMENTS FOR EXPOSED BARRIER ENDS ARE; A CONNECTION TO EXISTING BARRIER;
IMPACT ATTENUATOR; TAPER AWAY TO THE EDGE OF THE CLEAR ZONE; AND EXTENDING THROUGH A
PLATE BEAM GUARDRAIL BY REMOVING A PANEL.
FOR POSTED SPEED LIMITS OF 30 MPH OR LESS, THE TAPERING AWAY FROM THE TRAFFIC IS
DESIRABLE AND THE USE OF AN IMPACT ATTENUATOR IS OPTIONAL.
IT IS DESIRABLE TO MAINTAIN FULL SHOULDER WIDTH WHENEVER POSSIBLE. IF THAT IS NOT POSSIBLE,
THE MINIMUM DESIRABLE LATERAL OFFSETS ARE BASED ON THE FOLLOWING POSTED SPEED LIMITS:
70 MPH - 12.0 FEET
60 MPH - 8.0 FEET
50 MPH - 6.5 FEET
40 MPH - 5.0 FEET
FOR RESTRICTED CONDITIONS, LESSER OFFSETS MAY BE USED. THE OFFSETS SHOULD BE A MINIMUM
OF 2 FEET UNLESS THE CONDITIONS ARE EXTREME. LATERAL OFFSETS ARE MEASURED TO THE BOTTOM
OF THE BARRIER. BARRIER OFFSET FROM THE EDGE OF THE THRU LANE SHOULD NOT EXCEED 15 FEET.
FOR TWO-LANE, TWO-WAY TRAFFIC, BOTH ENDS OF THE BARRIER SHOULD BE TREATED IN THE SAME
MANNER AS DESCRIBED IN .2
SEE MANUFACTURER'S SPECIFICATIONS.
PLACE ON A COMPACTED AGGREGATE SURFACE. FOR OTHER TYPES OF TEMPORARY BARRIER
CONCRETE BARRIER AND ATTENUATORS SHOULD BE PLACED ON A PAVED SURFACE, IF NOT POSSIBLE,
ABLE TO BEAR TRAFFIC.
COMPACTED AGGREGATE SURFACE,
NOT AVAILABLE, THEN A
PAVEMENT, IF PAVEMENT IS
=
SECTION A-A
LANE SHOULDER
EXISTING SLOPE
SAME SLOPE AS EXISTING
SECTION B-B
CL
LANE SHOULDER
EXISTING SLOPE
1:10 SLOPE OR FLATTER
1:10 SLOPE OR FLATTER
1BARRIER 3 4
2 5 ATTENUATOR
SHOULDER
SHOULDER
B
B
10° MAX.
A
A
9
1:15 BARRIER TAPER
1:10 SLOPE
SEE NOTES
8
SAND FILLED BARREL ATTENUATOR
10
12 13
13
13
1BARRIER
SHOULDER
9
6 7 82
ATTENUATOR
SHOULDER
13
NON-GATING, REDIRECTIVE OR GATING, NON-REDIRECTIVE ATTENUATOR
12
THIS ALSO APPLIES TO THE DEFLECTION AREA.
THEN A COMPACTED AGGREGATE SURFACE, ABLE TO BEAR TRAFFIC, SHOULD BE PROVIDED.
BARRIER AND ATTENUATOR SHOULD BE PLACED ON PAVEMENT, IF PAVEMENT IS NOT AVAILABLE,
13
AND ATTENUATION. GRADING AND SURFACE MODIFICATIONS SHOULD BE INCLUDED IN THE PLAN.
DESIGNERS SHOULD CONDUCT SITE VISIT TO DETERMINE GRADING AND SURFACE NEEDS FOR BARRIER
SHEET
na
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4:
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1
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t
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\4_TC Details\cd131481_tc_det06.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
DESIGN DETAILS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC10
HYDE AVE S
IDEAL AVE S
80TH ST S
JA
M
A
I
C
A
A
V
E
S
70TH ST S
KE
A
T
S
A
V
E
S
HINTON AVE S
HARDW
OOD AVE S
JAM
AICA AVE S
E POINT DOUGLAS RD
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
DETOUR ADVANCE WARNING
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC11
SHEET
na
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4:
1
1
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2
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1
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1
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t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\5_TC Detours\cd131481_tc_stg2_dt01.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
80th St
G range Blvd
LEGEND
2000
SCALE IN FEET
DETOUR PLAN - STAGE 2A/2B
WB 80TH ST BUSINESS ACCESS - DETOUR PLAN
SB HWY 10 / 61 TO 80TH ST EXIT RAMP CLOSURE - DETOUR PLAN
80TH ST TO NB HWY 10 / 61 ENTRANCE RAMP CLOSURE - DETOUR PLAN
PROPOSED CONSTRUCTION WORK AREA
AS SHOWN
TC REQUIREMENTS TO CLOSE 80TH ST RAMPS
3. SEE STAGE 2A / 2B PLAN VIEW SHEETS FOR MORE INFORMATION ON
DESIGNED TO MNDOT STANDARDS.
CLOSED"
SIGNS ON SB HWY 10 / 61 WITH SIGN TYPE SPECIAL OVERLAYS "RAMP
WARNING
2. CONTRACTOR SHALL COVER ALL 80TH ST ADVANCED NOTICE MILEAGE
SIGNS AND REQUIRED SIGN SPACING.
SHALL CONFIRM EXACT LOCATIONS IN THE FIELD BASED ON INPLACE
ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND CONTRACTOR 1.
GENERAL NOTES:
AS REQUIRED.
LOCATIONS IN FIELD SHALL BE MODIFIED FOR NEW CLOSURE LIMITS
UPDATE MESSAGES TO THE FOLLOWING:
EXTENDS LIMITS TO IDEAL AVE S, CONTRACTOR SHALL
DURING STAGE 2B WHEN WB DIRECTIONAL CLOSURE OF 80TH ST5
AT IDEAL AVE S
6
RAMP CLOSED
DETOUR
DETOUR
F
F
F
F
F
F
16
10
80th St
80th St
80th St
80th St
80th St 16
10
10 16
10
10 16
16
80th St
80th St
16
10
80th St
80th St 80th St
10
16
16
10
80th St
BU
S
I
N
E
S
S
AC
C
E
S
S
AC
C
E
S
S
BU
S
I
N
E
S
S
AC
C
E
S
S
BU
S
I
N
E
S
S
ACCESS
BUSINESS
80th St1610
ACCESS
BUSINESS
80th St
10
16
AC
C
E
S
S
BU
S
I
N
E
S
S
BU
S
I
N
E
S
S
AC
C
E
S
S
80th St
80th St
10
16
10
16
1610
1610
10 16
10 16
16
10
ROAD CLOSED
LOCAL TRAFFIC ONLY
1 MILES AHEAD
ROAD CLOSED
LOCAL TRAFFIC ONLY
1 MILES AHEAD
WEST
10
NORTH
61
RAMP CLOSED
DETOUR
AHEAD
DETOUR
AHEAD
DETOUR
EN
D
DE
T
O
U
R
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
TO TO
TO
TO TO
1
1
RO
A
D
CL
O
S
E
D
AH
E
A
D
TO
2 2
END
DETOUR
DETOUR
DETOUR
TO
TO
CLOSED
ROAD
RO
A
D
CL
O
S
E
D
AH
E
A
D
DE
T
O
U
R
DE
T
O
U
R
3
3
DETOURDETOUR
DETOUR
DETOUR
CLOSEDRAMP
AHEAD
F
DETOURDETOUR
DETOUR
AHEAD
1 MI
L
E
TO
TO
5
4 5
DETOUR
DETOUR
DETOUR
DETOUR
DETOURDETOUR
DETOURDETOUR
DETOUR
AHEAD
DETOUR DETOUR
DETOUR DETOUR
4
5
5 AT HINTON AVE S
AT HINTON AVE S
6
6
SHEET
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1
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t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\5_TC Detours\cd131481_tc_stg3_dt01.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Stage 3 Detour 1
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
16
10
10
16
10
16
1610
1610
16
10
10
16
1010
16
1610
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
DETOUR ADVANCE WARNING
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC12
Grange Blvd
RAMP CLOSED
80th St
ROAD CLOSED
LOCAL TRAFFIC ONLY
1 MILES AHEAD
ROAD CLOSED
LOCAL TRAFFIC ONLY
1 MILES AHEAD
2
2
1
1
HYDE AVE S
IDEAL AVE S
80TH ST S
HINTON AVE S
HARDW
OOD AVE S
70TH ST S
2
JAMAICA AVE S
F
5
4 4
5 3
2000
SCALE IN FEET
AS SHOWN
TC REQUIREMENTS TO CLOSE 80TH ST RAMPS
3. SEE STAGE 3A / 3B PLAN VIEW SHEETS FOR MORE INFORMATION ON
DESIGNED TO MNDOT STANDARDS.
CLOSED"
SIGNS ON NB HWY 10 / 61 WITH SIGN TYPE SPECIAL OVERLAYS "RAMP
WARNING
2. CONTRACTOR SHALL COVER ALL 80TH ST ADVANCED NOTICE MILEAGE
SIGNS AND REQUIRED SIGN SPACING.
SHALL CONFIRM EXACT LOCATIONS IN THE FIELD BASED ON INPLACE
ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND CONTRACTOR 1.
GENERAL NOTES:
DETOUR PLAN - STAGE 3A/3B
AS REQUIRED.
LOCATIONS IN FIELD SHALL BE MODIFIED FOR NEW CLOSURE LIMITS
UPDATE MESSAGES TO THE FOLLOWING:
EXTENDS LIMITS TO IDEAL AVE S, CONTRACTOR SHALL
DURING STAGE 2B WHEN WB DIRECTIONAL CLOSURE OF 80TH ST5
AT IDEAL AVE S
1
2 3
DETOUR
F
4
F
5 AT IDEAL AVE S
AT IDEAL AVE S
SEE STAGE 3A PLAN VIEW SHEETS FOR MORE INFORMATION.
WB EAST 80TH ST CLOSURE LOCATION
WB 80TH ST BUSINESS ACCESS - DETOUR PLAN
NB HWY 10 / 61 TO 80TH ST EXIT RAMP CLOSURE - DETOUR PLAN
80TH ST TO SB HWY 10 / 61 ENTRANCE RAMP CLOSURE - DETOUR PLAN
PROPOSED CONSTRUCTION WORK AREA
LEGEND
80th St
80th St
80th St
80th St
80th St
80th St
80th St
80th St
80th St
AC
C
E
S
S
BU
S
I
N
E
S
S
AC
C
E
S
S
BU
S
I
N
E
S
S
BU
S
I
N
E
S
S
AC
C
E
S
S
ACCESS
BUSINESS
80th St
BU
S
I
N
E
S
S
AC
C
E
S
S
80th St
AC
C
E
S
S
BU
S
I
N
E
S
S
80th St
80th St
80th St
80th St
TO
16
TO
10
TO
16
TO
10
1.6
MILES
RO
A
D
CL
O
S
E
D
AH
E
A
D
DETOUR
AHEAD
TO
TO
16
10
16
10
TO
TO
10TO
16TOTO16
10TO
END
DETOUR
TO
1601
TO
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
END
DETOUR
END
DETOUR
DETOUR
DETOUR
DETOUR
DETOURDETOUR
DETOURDETOUR
DETOUR
DETOUR
DETOUR
DETOUR
AHEAD
CLOSED
RAMP
AHEAD
F
DETOUR
DETOUR
DE
T
O
U
R
DE
T
O
U
R
DETOUR
DETOURDETOUR
DETOUR
AHEAD
70TH ST S
80TH ST S
JAM
AICA AVE S
TH 61/10
TH 61/10
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
DETOUR ADVANCE WARNING
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC13
SHEET
na
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4:
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2
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1
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p
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.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\5_TC Detours\cd131481_tc_aw01.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
WORK
AT
BEGINSMON DAY
ROAD
80th St
80th St
WORK
AT
BEGINSMON DAY
ROAD
80th St
80th St
61
10
61 10
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
65
66
65
66
S
S
S D
D
SHEET
na
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4:
1
1
:
2
5
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12
/
1
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/
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Mn
D
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T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC14
ST
A
.
0
6
6
+
9
2
MA
T
C
H
L
I
N
E
1021.7'
+91
1013.6'
+91
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #1
FROM PROJECT ENGINEER PRIOR TO IMPLEMENTING.
CONTRACTOR SHALL GAIN APPROVAL OF TRAFFIC CONTROL SETUP TIMES AND LAYOUTS
TO SUPPORT CONSTRUCTION OF CROSSOVER #1. (WB LEFT TURN LANE CLOSURE + EB LEFT LANE CLOSURE ,LAYOUT 33, LAYOUT 64,)
CONTRACTOR SHALL UTILIZE THE MINNESOTA TEMPORARY TRAFFIC CONTROL FIELD MANUAL1
FOLLOWING COMPLETION OF WORK, CONTRACTOR SHALL ADJUST HANDHOLE BACK TO EXISTING CONDITIONS.
ADJUST AND REINFORCE HANDHOLE WITH STEEL PLATE TEMPORARILY TO SUPPORT VEHICULAR LOADS.
INPLACE SIGNAL HANDHOLE, CONDUIT & WIRES - PROTECT INPLACE
ADJUST HANDHOLE2
2 1
TRAFFIC CONTROL NOTES
67
68
69
70
71
72 73
1013
1014
1015
1012
1013
67
68
69
70
71 72
73
SS
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
2
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_003.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC15
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
ROAD
WORK
AHEAD
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
S
T
A
.
0
7
3
+
1
8
M
ATCHLINE STA. 066+92
MATCHLINE STA. 1011+12
MATCHLINE STA. 1015+92
1025.8'
+99
13.5'
+77 80TH ST S
TH 10 SB
TH 10 SB
W
POINT DOUGLAS RD S
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #1
12' INP
12' INP
12' INP
12' INP
12' INP
74 75
76
77
78
79
2011
2012
2013
2014
2015
74 75
76
77
78
79
S
S
S
S
S
D
D
DD
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
2
6
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_004.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC16
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
STA. 073+18
M
ATCHLINE
M
ATCHLINE STA. 079+66
MATCHLINE STA. 2010+33
MATCHLINE STA. 2015+29
80TH ST
TH 10 NB
12' INP
12' INP
12' INP
12' INP
12' INP
11' INP
80
81
82
83 84 85 86
80
81
82 83 84 85 86
S
D
C
CCH
C
C
C
C
S
S
S
S
S SS
S
S
D
H
H
H
H
H
H
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
2
7
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_005.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC17
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 079+66
MA
T
C
H
L
I
N
E
S
T
A
.
0
8
6
+
4
9
28.6'
+54
36.7'
+54
80TH ST S
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #2
12'
RCP PAST TEMPORARY PAVEMENT
CONTRACTOR TO STUB OUT AND CAP
RCP PAST EXISTING MEDIAN
CONTRACTOR TO STUB OUT AND CAP
12' INP
10' INP 10' INP
12' INP
10' INP
11' INP
12' INP
87 88 89 90 91 92 93 94
87 88 89 90 91 92 93 94
9
10
11
9
10
11
GH
H
H
H
H
C
C
CC
C
C
C C
S
SS
S
D
D
M
HH
E
H H
H
H
M
M
M
H
H
E
H
H
E E
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
2
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_006.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC18
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CL
O
S
E
D
LA
N
E
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE Q
MATCHLINE STA. 008+71
M
ATCHLINE STA. 086+49
ST
A
.
0
9
3
+
9
9
MA
T
C
H
L
I
N
E
33.2'
+93
23.0'
+93
22.6'
+36
26.3'
+36
80TH ST S
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #2
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #1
10' INP
12' INP
12' INP
10' INP
12' INP
10' INP
12'
RCP PAST TEMPORARY PAVEMENT
CONTRACTOR TO STUB OUT AND CAP
12' INP 12' INP
12' INP
12' INP
12' INP
10' INP
12' INP
10' INP
12' INP
F&I PPCB (612')
F&I TEMPORARY IMPACT ATTENUATOR
TO CHANGE SIGNAL TIMINGS AND FUNCTIONS AS REQUIRED.
TEMPORARY PORTABLE SIGNAL TO ACCOMODATE THIS OR WORK WITH PROJECT ENGINEER
EB 80TH ST LEFT THRU LANE SHALL SUPPORT THRU / LEFT TURNING MOVEMENTS, CONTRACTOR SHALL DEPLOY 1
APPROVAL FROM PROJECT ENGINEER SHALL BE REQUIRED PRIOR TO IMPLEMENTING.
TO SUPPLEMENT STAGING NEEDS OF TEMPORARY PAVEMENT CONSTRUCTION.
CONTRACTOR SHALL UTILIZE MOST CURRENT VERSION OF TEMPORARY TRAFFIC CONTROL FIELD MANUAL 2
TRAFFIC CONTROL NOTES
1
2
12' INP
95 96
97
98
99
100
101
94
95
96
97
98
99
100
101
S
S
S
S
DD
D
D
D
H
C
C
C
C
C
C H
S
S
S
H
H
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
2
9
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_007.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC19
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
TURN
LANE
ROAD
WORK
AHEAD
TURN
LANE
TURN
LANE
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 093+99
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
1
+
4
9
80TH ST S
HEM
INGW
AY AVE S
12' INP
12' INP
12' INP
12' INP
12' INP
102 103 104 105 106 107 108 109
102 103 104 105 106 107 108 109
S S
S S S
C
E E
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
2
9
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_008.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC20
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
ROAD
WORK
AHEAD
TURN
LANE
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 101+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
8
+
9
9
11.0'
+00
11.0'
+50
31.1'
+51
31.1'
+00
80TH ST S
HENSLOW
E AVE S
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #3
12'
10' INP10' INP
12' INP
12' INP
12' INP
12' INP
APPROVAL FROM PROJECT ENGINEER SHALL BE REQUIRED PRIOR TO IMPLEMENTING.
TO SUPPLEMENT STAGING NEEDS OF TEMPORARY PAVEMENT CONSTRUCTION.
CONTRACTOR SHALL UTILIZE MOST CURRENT VERSION OF TEMPORARY TRAFFIC CONTROL FIELD MANUAL 1
TRAFFIC CONTROL NOTES
1
HE
M
M
I
N
G
W
A
Y
A
V
E
S
80TH ST S
110 111 112 113 114 115 116
109 110 111 112 113 114 115 116
CO
C
S
S
S
S S
D
D
H H
F
F
HH
F
F
H
C
C
SS
S
DD D
E
E
E
E
E
E E
H
E
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
3
0
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_009.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC21
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
ROAD
WORK
AHEAD
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
9
MA
T
C
H
L
I
N
E
S
T
A
.
1
1
6
+
4
M
ATCHLINE STA. 108+99
11.0'
+78
31.1'
+78
HINTON AVE S
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #4
10' INP
12' INP 12' INP
1
APPROVAL FROM PROJECT ENGINEER SHALL BE REQUIRED PRIOR TO IMPLEMENTING.
TO SUPPLEMENT STAGING NEEDS OF TEMPORARY PAVEMENT CONSTRUCTION.
CONTRACTOR SHALL UTILIZE MOST CURRENT VERSION OF TEMPORARY TRAFFIC CONTROL FIELD MANUAL 1
TRAFFIC CONTROL NOTES
80TH ST S
HOM
ESTEAD AVE S
117 118 119 120 121 122 123 124
117 118 119 120 121 122 123 124
C
S
S
S
S
S
S
S
S
D
D
D
WW
CC
S
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
3
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_010.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC22
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
TURN
LANE
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 116+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
2
3
+
9
9
80TH ST S
11' INP
11' INP
11' INP
12' INP
10' INP
HORNELL AVE S
80TH ST S
125 126 127 128 129 130 131
124 125 126 127 128 129 130 131
C
S
S
S
S
S
S S
H
F
CC
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
3
2
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_011.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC23
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CL
O
S
E
D
LA
N
E
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 123+99
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
1
+
4
9
80TH ST S
HYNES AVE S
11' INP
11' INP
11' INP
10' INP
11' INP
80TH ST S
132 133 134 135 136 137 138 139
132 133 134 135 136 137 138 139
CC
S
S
S
S
D
C
C
S
S
E
E
E
E
E E
EE
E
E
E
E
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
3
3
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_012.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC24
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
LEFT
LANE
CLOSED ROAD
W
ORK
AHEAD
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
8
+
9
9
M
ATCHLINE STA. 131+49
80TH ST S
HYDE AVE S
10' INP
11' INP
11' INP
10' INP 10' INP
10' INP
11' INP
11' INP
10' INP
10' INP
10' INP
10' INP
11' INP
11' INP
11' INP
11' INP
80TH ST S
456
7
8
4
5
6
7
8
S
S
S
S
H
S
M
H
E
H H E E
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
3
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_033.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC25
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE STA. 008+71
MA
T
C
H
L
I
N
E
S
T
A
.
0
0
3
+
4
8
11.4'
+91
14.9'
+91
E POINT DOUGLAS RD S
(SEE INSET T-1)
(ENTIRE MEDIAN)
CONSTRUCT TEMPORARY CROSSOVER #5 12' INP
12' INP
12' INP
12' INP
12' INP
TO MAINTAIN ALL TURNING MOVEMENTS.
COORDINATE WITH PROJECT ENGINEER ON ANY REQUIRED SIGNAL TIMING OR PHASING CHANGES REQUIRED
APPROVAL FROM PROJECT ENGINEER SHALL BE REQUIRED PRIOR TO IMPLEMENTING.
TO SUPPLEMENT STAGING NEEDS OF TEMPORARY PAVEMENT CONSTRUCTION.
CONTRACTOR SHALL UTILIZE MOST CURRENT VERSION OF TEMPORARY TRAFFIC CONTROL FIELD MANUAL 1
TRAFFIC CONTROL NOTES
1
0
1
2
3
0
1
2
3
S
S
S
D
D
DD
D
DD
D D
D
D
C H
C
C C
C
S
S
S
S
D
D
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
1
:
4
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 1A\cd131481_tc_stg_034.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC26
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
ROAD
WORK
AHEAD
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE STA. 003+48
E POINT DOUGLAS RD S
E POINT DO
UGLAS RD S
12' INP
12' INP
12' INP
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
65
66
65
66
D
D
TURN
LANE
MU
S
T
TU
R
N
L
E
F
T
LE
F
T
L
A
N
E
TURN
LANE
LEFT
MUST
TURN LEFT
LEFT LANE
TU
R
N
LA
N
E
LE
F
T
ON LEFT TURN
YIELD
FLASHING
YELLOW
ARROW
MUST
TURN RIGHT
RIGHT LANE
TIME
ANY
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
BEGIN
80TH ST S
7000
PARKING
NO
FIRE
LANE
STOP
TIME
ANY
STOP
TO FRONTAGE ROAD
West Pt. Douglas Rd.
BUSINESS DISTRICT
WINTER BAN
COTTAGE GROVE
2 AM TO 6 AM
NOV 1 TO MAR 31
ALL CITY STREETS
CLOSED
LANE
LEFT
LANE
CLOSED
CLOSED
LANE
GRANGE BLVD
HADLEY AVE S
4DY
W
4SW
W
12' INP
12'
12' INP
12' INP
12' INP
12' INP
10' INP
12' INP
12' INP
12' INP
12' INP
12'
12'
100'
11' INP
11' INP
6SW
W
6SW
W
250'
250'
250'
12' INP
12' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
2
:
0
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC27
ST
A
.
0
6
6
+
9
2
MA
T
C
H
L
I
N
E
67
68
69
70
71
72 73
1013
1014
1015
1012
1013
67
68
69
70
71 72
73
D
ONLY
ONLY
ONLY
ONE WAY
ONE WAY
ONE WAY
Sieben
Bridge
CLOSED
ROAD
FFF
F F
MUST
TURN RIGHT
LEFT LANE
80TH ST S
TH 10 SB
TH 10 SBW
POINT DOUGLAS RD S
4DY
W
4SW
W
4DY
W
4SW
W
11'
12' INP
12'
12' INP
11'
11'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
2
:
2
2
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_003.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC28
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
S
T
A
.
0
7
3
+
1
8
M
ATCHLINE STA. 066+92
MATCHLINE STA. 1011+12
MATCHLINE STA. 1015+92
74 75
76
77
78
79
2011
2012
2013
2014
2015
74 75
76
77
78
79
D
D
DD
D
ONE WAY
ONE WAY
ON
E
W
A
Y
ONE WAY
FFF F FCLOSED
RAMP
MUST
TURN LEFT
LEFT LANE
SPEED
LIMIT
30
YIELD
80TH ST S
TH 10 NB
4DY
W
12'
12'
12'
12'
12'
4DY
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
2
:
4
0
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_004.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC29
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
STA. 073+18
M
ATCHLINE
M
ATCHLINE STA. 079+66
MATCHLINE STA. 2010+33
MATCHLINE STA. 2015+29
80
81
82
83 84 85 86
80
81
82 83 84 85 86
D
D
JCT
10
61
ONLY
ONLY
ONLY
STOP
ONE
WAY
WINTER BAN
COTTAGE GROVE
2 AM TO 6 AM
NOV 1 TO MAR 31
ALL CITY STREETS
MUST
TURN RIGHT
RIGHT LANE
TRUCKS
SEMI
80TH ST S
4DY
W
4SW
W
12'
12'
12'
12'
10' INP
12'
10' INP
11'
12'
11'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
2
:
5
7
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_005.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC30
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 079+66
MA
T
C
H
L
I
N
E
S
T
A
.
0
8
6
+
4
9
87 88 89 90 91 92 93 94
87 88 89 90 91 92 93 94
9
10
11
9
10
11
D
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
TEMPORARY CURB RAMP
PEDESTRIAN CHANNELIZATION DEVICE
TEMPORARY WALKWAY SURFACE
TEMPORARY TRUNCATED DOME
PEDESTRIAN ACCESS ROUTE
PEDESTRIAN TC - LEGEND
CLOSEDLANE
CLOSED
LANE
A
A
A A
CLOSED
ROAD
FFF F
ONLY
ONLY
ONLY
MUST
TURN RIGHT
RIGHT LANE
CLOSEDLANE
FRONTAGE ROADS
Hardw
ood Ave
E.Pt. Douglas Rd.
BUSINESS DISTRICT
TURN
LANE
LEFT
SP
EED
LIMIT
35
TURN
LANE
LEFT
SPEED
LIMIT
35 AHEAD
MUST
TURN RIGHT
LEFT LANE
F
F
F
F
F
F
80TH ST S
4SW
W
4DY
W
4DY
W
4SW
W
12' INP
12' INP
12'
11'
12' INP
11'
10' INP
12' INP
11' INP
12' INP
12' INP
11'
12'
4TW
W
12' INP
B) AT 25' SPACING UPON COMPLETION OF STORM SEWER.
REPLACE PPCB WITH DRUM-LIKE CHANNELIZERS (TYPE
SEWER RCP AND STRUCTURES. CONTRACTOR SHALL
F&I PPCB (460') DURING CONSTRUCTION OF STORM
E POINT DOUGLAS RD S
HARDWOOD AVE S
TRAFFIC CONTROL NOTES
SHALL NOT BE CONSTRUCTED CONCURRENTLY.
RAMPS. THE NORTHEAST AND NORTHWEST PEDESTRIAN RAMPS, ALONG WITH THE ADJACENT SIDEWALK,
CONTRACTOR SHALL INSTALL TPAR DEVICES DURING THE CONSTRUCTION OF THE NORTHEAST PEDESTRIAN 1
2
SHALL NOT BE CONSTRUCTED CONCURRENTLY.
RAMPS. THE NORTHEAST AND NORTHWEST PEDESTRIAN RAMPS, ALONG WITH THE ADJACENT SIDEWALK,
CONTRACTOR SHALL INSTALL TPAR DEVICES DURING THE CONSTRUCTION OF THE NORTHWEST PEDESTRIAN
1
1
1
2
2
2
2
2
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
3
:
1
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_006.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC31
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE Q
MATCHLINE STA. 008+71
M
ATCHLINE STA. 086+49
ST
A
.
0
9
3
+
9
9
MA
T
C
H
L
I
N
E
95 96
97
98
99
100
101
94
95
96
97
98
99
100
101
DD
D
D
D
ROAD
WORK
AHEAD
TURN
LANE
STOP
TURN
LANE
RIGHT
TURN
LANE
LEFT
HEM
INGW
AY AV
STOP
TURN
LANE
LEFT
STOP
80TH ST S
HEM
INGW
AY AVE S
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
10' INP
11' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
3
:
3
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_007.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC32
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 093+99
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
1
+
4
9
102 103 104 105 106 107 108 109
102 103 104 105 106 107 108 109
WORK
ROAD
AHEAD
CLOSED
LANE
F
F
F
CL
O
S
E
D
RO
A
D
F
F
F
CLOSED
ROAD
STOP
TU
R
N
LA
N
E
RI
G
H
T
HEM
INGW
AY AV
TURN
LANE
LEFT
STOP
80TH ST S
HENSLOW
E AVE S
11' INP
11' INP
10' INP
12' INP
10' INP
11' INP
11' INP
HEM
INGW
AY AVE.
6SW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
3
:
4
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_008.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A-2B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC33
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 101+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
8
+
9
9
110 111 112 113 114 115 116
109 110 111 112 113 114 115 116
D
D DD D
WORK
ROAD
AHEAD
F
F
F
F
CL
O
S
E
D
RO
A
D
CL
O
S
E
D
LA
N
E
F
CL
O
S
E
D
RO
A
D
AH
E
A
D
FE
E
T
32
5
CLOSED
LANE
TU
R
N
LA
N
E
LE
F
T
AH
E
A
D
HORNELL AV
NO RIGHT
ON RED
WHEN
ARE PRESENT
TURN
PEDESTRIANS
SPEED
LIM
IT
20
SCHOOL
PRESENT ARE
CHIDREN
WHEN
80TH ST S
HOM
ESTEAD AVE S
HINTON AVE S
10' INP
12' INP
11' INP
11' INP
11' INP
10' INP
12' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
4
:
0
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_009.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC34
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
9
MA
T
C
H
L
I
N
E
S
T
A
.
1
1
6
+
4
M
ATCHLINE STA. 108+99
117 118 119 120 121 122 123 124
117 118 119 120 121 122 123 124
D
D
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
4
:
2
2
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_010.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC35
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
FE
E
T
52
5
CL
O
S
E
D
RO
A
D
AH
E
A
D
F
TURN
LANEMU
S
T
TU
R
N
L
E
F
T
LE
F
T
L
A
N
E
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
HORNELL AV
TU
R
N
LA
N
E
LE
F
T
TU
R
N
LA
N
E
RI
G
H
T
SPEED
LIM
IT
20
SCHOOL
PRESENT ARE
CHIDREN
WHEN
SP
E
E
D
LI
M
I
T
20
SC
H
O
O
L
PR
E
S
E
N
T
AR
E
CH
I
D
R
E
N
WH
E
N
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 116+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
2
3
+
9
9
80TH ST S
HORNELL AVE S
10' INP
11' INP
11' INP 11' INP
11' INP
11' INP
11' INP
11' INP
10' INP
11' INP
125 126 127 128 129 130 131
124 125 126 127 128 129 130 131
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
4
:
4
0
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_011.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC36
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CL
O
S
E
D
LA
N
E
ICE ARENA
NEXT LEFT
ACTIVITY CENTER
SECOND LEFT
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
TURN
LANE
LEFT
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 123+99
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
1
+
4
9
80TH ST S
HYNES AVE S
10' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
132 133 134 135 136 137 138 139
132 133 134 135 136 137 138 139
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
5
:
1
3
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_012.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC37
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
ST
O
P
ACTIVITY
CENTER
TU
R
N
LA
N
E
RI
G
H
T
TU
R
N
LA
N
E
LE
F
T
TURN
LANE
RIGHT
T
U
R
N
N
O
ON RED RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
T
U
R
N
N
O
ON RED
BASKETBALL
PARKING
NEXT LEFT
ICE
ARENA
TU
R
N
LA
N
E
RI
G
H
T
TURN
LANE
LEFT
LEFT
LANE
CLOSED ROAD
W
ORK
AHEAD
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
8
+
9
9
M
ATCHLINE STA. 131+49
80TH ST S
HYDE AVE S
10' INP
10' INP
10' INP
11' INP
11' INP
10' INP
10' INP
10' INP
11' INP
11' INP
11' INP
11' INP 11' INP
11' INP
11' INP
11' INP
10' INP
140
139 140
D
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
5
:
5
6
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_013.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC38
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
RO
A
D
C
L
O
S
E
D
TH
R
U
T
R
A
F
F
I
C
TO
CLOSED
ROAD
AHEAD
F
Innsdale Ave
IDEAL AV
SP
E
E
D
LI
M
I
T
20
SC
H
O
O
L
PR
E
S
E
N
T
AR
E
CH
I
D
R
E
N
WH
E
N
RESIDENT
PARKING
ONLY
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
F
F
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 138+99
MA
T
C
H
L
I
N
E
C
80TH ST S
IDEAL AVE S
100'
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
10' INP
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
6
:
4
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_022.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC39
RAMP
CLOSED
AHEAD
ROAD
WORK
AHEAD
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE K
10
16
TH 10 NB
TH 10 SB
1000'
1000'
(TYPE B) AT 50' SPACING
DRUM-LIKE CHANNELIZER
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
7
:
1
3
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_023.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC40
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE L
MA
T
C
H
L
I
N
E
K
TH 10 SB
(TYPE B) AT 50' SPACING
DRUM-LIKE CHANNELIZER
1000
1001
1002
1003
1004
1005
1006
2021
2022
2023
2024
2025
CLOSED
RAMP
MONTH DY
CLOSED
BEGINNING
RAMP
F
F
F
TH 10 NB
TH 10 SB
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
7
:
4
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_024.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC41
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
L
M
ATCHLINE STA. 1066+47
M
ATCHLINE STA. 2020+39
D
D
D
D
D
D
D
ON
L
Y
ON
L
Y
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
8
:
1
0
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_030.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC42
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
RO
A
D
WO
R
K
AH
E
A
D
SPEED
LIMIT
30
TI
M
E
AN
Y
SP
E
E
D
LI
M
I
T
40
TIME
ANY
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
0
HARDWOOD AVE S
12' INP
12' INP
D
D
D
D
D
D
D
D
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
9
:
0
0
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_031.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC43
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CLOSEDLANE
TURN
LANE
MUST
TURN RIGHT RIGHT LANE
TIMEANY
MUST
TURN RIGHT
RIGHT LANE
TIMEANY
STOP
SPEED
LIMIT
30
ON
L
Y
ON
L
Y
ON
L
Y
AHEAD
CLOSED
LANE
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
P
MATCHLINE O
HARDWOOD AVE S
12' INP
12' INP
12' INP
D
D
D
D
D
D
STOP FOR
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
CLOSED
LANE
TURN
LANE
CLOSED
LANE
TU
R
N
LA
N
E
RI
G
H
T
AHEAD
STOP
AHEAD
TURN
LANE
RIGHT
STOP
TURNLANE
LEFT
TURN
LANE
RIGHT
TIME
ANY
MUST TURN LEFT
LEFT LANE
STATELAW
CROSSWALK
WITHIN
STATELAW
CROSSWALK
WITHIN
STOPFOR
F
F
HARDWOOD AVE S
HARDW
OOD CT S
6SW
W
6SW
W
12' INP12' INP12' INP12' INP
12' INP
12' INP
12' INP
12' INP12' INP
TRAFFIC CONTROL NOTES
ALONG WITH THE ADJACENT SIDEWALK, SHALL NOT BE CONSTRUCTED CONCURRENTLY.
RAMPS AT 80TH ST S AND HARDWOOD AVE S. THE NORTHEAST AND NORTHWEST PEDESTRIAN RAMPS,
CONTRACTOR SHALL INSTALL TPAR DEVICES DURING THE CONSTRUCTION OF THE NORTHEAST PEDESTRIAN
ALONG WITH THE ADJACENT SIDEWALK, SHALL NOT BE CONSTRUCTED CONCURRENTLY.
RAMPS AT 80TH ST S AND HARDWOOD AVE S. THE NORTHEAST AND NORTHWEST PEDESTRIAN RAMPS,
CONTRACTOR SHALL INSTALL TPAR DEVICES DURING THE CONSTRUCTION OF THE NORTHWEST PEDESTRIAN 2
1
2
1
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
9
:
2
9
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_032.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC44
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
Q
MATCHLINE P
456
7
8
4
5
6
7
8
STOP
ONE
WAY
TURN
LANE
F
F
F
CLOSED
ROAD
F
F
F
F
CLOSED
ROAD
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
E POINT DOUGLAS RD S
4SW
W
4DY
W
4DY
W
4SW
W
11'
11'
11' 11'
11'
4SW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
1
9
:
5
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_033.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC45
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE STA. 008+71
MA
T
C
H
L
I
N
E
S
T
A
.
0
0
3
+
4
8
0
1
2
3
0
1
2
3
D
D
DD
D
DD
D D
D
D
D
D
D
SIDEWALK CLOSED
CROSS HERE
ONE W
AY
STOP
ALL WAY
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
TURN
LANE
YIELD
THIS SIDE OF STREET
THIS SIDE OF STREET
THIS SIDE OF STREET
THIS SIDE OF STREET
CLOSED
ROAD
FFF
F
SPEED
LIMIT
30
CENTER
LANE
O
N
LY
TURN
LANE
RIGHT
MUST
TURN RIGHT
RIGHT LANE
STOPSTOP
ALL WAY
STOP
ALL WAY
F
E POINT DOUGLAS RD S
E POINT DOUGLAS RD S
4DY
W
4SW
W
11'
11'
11'
11'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
0
:
2
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2A\cd131481_tc_stg_034.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2A, 2B, 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC46
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE STA. 003+48
110 111 112 113 114 115 116
109 110 111 112 113 114 115 116
D
D DD D
HORNELL AV
F
F
F
CLOSED
ROAD
F
F
F
CL
O
S
E
D
RO
A
D
CLOSED
LANE
AH
E
A
D
TU
R
N
LA
N
E
LE
F
T
NO RIGHT
ON RED
WHEN
ARE PRESENT
TURN
PEDESTRIANS
TU
R
N
LA
N
E
RI
G
H
T
SPEED
LIM
IT
20
SCHOOL
PRESENT ARE
CHIDREN
WHEN
ROAD
WORK
AHEAD
80TH ST S
HOM
ESTEAD AVE S
HINTON AVE S
11' INP
11' INP
11' INP 11' INP
12' INP
11' INP
11' INP
11' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
1
:
0
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2B\cd131481_tc_stg_009.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC47
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
9
MA
T
C
H
L
I
N
E
S
T
A
.
1
1
6
+
4
M
ATCHLINE STA. 108+99
117 118 119 120 121 122 123 124
117 118 119 120 121 122 123 124
D
D
D
HORNELL AV
TU
R
N
LA
N
E
LE
F
T
ST
O
P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
SPEED
LIM
IT
20
SCHOOL
PRESENT ARE
CHIDREN
WHEN
SP
E
E
D
LI
M
I
T
20
SC
H
O
O
L
PR
E
S
E
N
T
AR
E
CH
I
D
R
E
N
WH
E
N
TU
R
N
LA
N
E
RI
G
H
T
80TH ST S
HORNELL AVE S
11' INP
11' INP
11' INP
11' INP11' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
1
:
3
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2B\cd131481_tc_stg_010.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC48
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 116+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
2
3
+
9
9
125 126 127 128 129 130 131
124 125 126 127 128 129 130 131
CLOSED
LANE
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
ICE ARENA
NEXT LEFT
ACTIVITY CENTER
SECOND LEFT
TURN
LANE
LEFT
80TH ST S
HYNES AVE S
11' INP
11' INP
11' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
2
:
1
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2B\cd131481_tc_stg_011.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC49
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 123+99
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
1
+
4
9
132 133 134 135 136 137 138 139
132 133 134 135 136 137 138 139
D
ST
O
P
ST
O
P
A
ACTIVITY
CENTER
A
FFF F
WAY ONE
CLOSED
ROAD
RE
S
I
D
E
N
T
PA
R
K
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N
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ON
L
Y
TURN
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RIGHT
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T
U
R
N
N
O
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S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
T
U
R
N
N
O
ON RED
TURN
LANE
LEFT
ID
EA
L AVE
FFFFFCLOSED
ROAD
F
80TH ST S
HYDE AVE S
11' INP
11' INP
10' INP
11' INP
11' INP 11' INP
11' INP
11' INP
COVER SIGN
SHEET
na
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h
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n
.
s
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n
4:
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M
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T
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-
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t
g
_
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e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2B\cd131481_tc_stg_012.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC50
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
8
+
9
9
M
ATCHLINE STA. 131+49
140
139 140
D
D
Innsdale Ave
IDEAL AV
STOPF
F
F
CL
O
S
E
D
RO
A
D
MU
S
T
AL
L
T
R
A
F
F
I
C
TU
R
N
R
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G
H
T
CLOSED
LANE
CLOSEDLANE
RESIDENT
PARKING
ONLY
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
80TH ST S
IDEAL AVE S
12' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
6SY
W
80TH ST S
80TH ST S
11' INP
IDEAL AVE S
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
3
:
1
1
P
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12
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0
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5
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D
O
T
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p
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f
_
M
O
T
.
p
l
t
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cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2B\cd131481_tc_stg_013.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC51
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 138+99
MA
T
C
H
L
I
N
E
C
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
3
:
3
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2B\cd131481_tc_stg_014.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC52
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
ST
O
P
Innsdale Ave
LA
N
E
LE
F
T
CL
O
S
E
D
SPEED
LIMIT
35
M
O
T
O
R
N
O
VEHICLES
SIGNAL
AHEAD
EMERGENCY
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
S
P
EED
LIM
IT
35ST
O
P
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
C
MA
T
C
H
L
I
N
E
D
80TH ST S
79TH ST S
INNSDALE AVE S
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
D
D
D
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
3
:
5
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2B\cd131481_tc_stg_016.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC53
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
Isleton Ave
STOP
RO
A
D
C
L
O
S
E
D
LO
C
A
L
T
R
A
F
F
I
C
O
N
L
Y
.5
M
I
L
E
S
A
H
E
A
D
SPEED
LIMIT
35
M
O
T
O
R
N
O
VEHICLES
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
F
MA
T
C
H
L
I
N
E
E
80TH ST S
ISLETON AVE S
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
102 103 104 105 106 107 108 109
102 103 104 105 106 107 108 109
RI
G
H
T
LA
N
E
CL
O
S
E
D
CLOSED
LANE F
F
F
CLOSED
ROAD
F
F
F
CL
O
S
E
D
RO
A
D
STOP
ST
O
P
TU
R
N
LA
N
E
LE
F
T
STOP
HEM
INGW
AY AV
TU
R
N
LA
N
E
RI
G
H
T
TU
R
N
LA
N
E
LE
F
T
ROAD
WORK
AHEAD
CLOSED
LANE
80TH ST S
HENSLOW
E AVE S
12' INP
12' INP
11' INP
10' INP 10' INP
12' INP
6SW
W
12' INP
HE
M
I
N
G
W
A
Y
A
V
E
S
325'325'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
4
:
2
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2C\cd131481_tc_stg_008.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC54
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 101+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
8
+
9
9
110 111 112 113 114 115 116
109 110 111 112 113 114 115 116
D
D DD D
F
F
F
CL
O
S
E
D
RO
A
D
CLOSED
LANE
LE
F
T
LA
N
E
CL
O
S
E
D
F
CL
O
S
E
D
RO
A
D
F
F
F
F
F
CLOSED
ROAD
TU
R
N
LA
N
E
RI
G
H
T
AH
E
A
D
TU
R
N
LA
N
E
LE
F
T
HORNELL AV
SPEED
LIM
IT
20
SCHOOL
PRESENT ARE
CHIDREN
WHEN
NO RIGHT
ON RED
WHEN
ARE PRESENT
TURN
PEDESTRIANS
ROAD
WORK
AHEAD
CLOSED
ROAD
F
F
F
80TH ST S
HOM
ESTEAD AVE S
HINTON AVE S
6SW
W
11'
11'
12' INP
10' INP
10' INP
10' INP
11'
11'
4BW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
4
:
5
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2C\cd131481_tc_stg_009.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2C
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC55
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
9
MA
T
C
H
L
I
N
E
S
T
A
.
1
1
6
+
4
M
ATCHLINE STA. 108+99
117 118 119 120 121 122 123 124
117 118 119 120 121 122 123 124
D
D
D
CLOSED
ROAD
F F FFFWAY ONE
CLOSED
ROAD
F FFFF
ST
O
P
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
TU
R
N
LA
N
E
RI
G
H
T
SPEED
LIM
IT
20
SCHOOL
PRESENT ARE
CHIDREN
WHEN
SP
E
E
D
LI
M
I
T
20
SC
H
O
O
L
PR
E
S
E
N
T
AR
E
CH
I
D
R
E
N
WH
E
N
80TH ST S
HORNELL AVE S
11'
11'
12'
4BW
W
6SW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
5
:
2
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2C\cd131481_tc_stg_010.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2C-3A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC56
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 116+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
2
3
+
9
9
125 126 127 128 129 130 131
124 125 126 127 128 129 130 131
CLOSED
ROAD
F F FFFWAY ONE
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
80TH ST S
HYNES AVE S
6SW
W
12'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
5
:
5
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2C\cd131481_tc_stg_011.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2C-3A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC57
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 123+99
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
1
+
4
9
132 133 134 135 136 137 138 139
132 133 134 135 136 137 138 139
D
BASKETBALL
PARKING
NEXT LEFT
ICE
ARENA
MU
S
T
LE
F
T
L
A
N
E
TU
R
N
L
E
F
T
MU
S
T
LE
F
T
L
A
N
E
TU
R
N
L
E
F
T
TURN
LANE
CLOSED
ROAD
F F FFFWAY ONE
CLOSED
ROAD
F F FFFWAY ONE
CLOSED
ROAD
F FFFF
ID
EA
L AVE
TU
R
N
LA
N
E
RI
G
H
T
TU
R
N
LA
N
E
RI
G
H
T
80TH ST S
HYDE AVE S
4SW
W
4SW
W
4SW
W
11'
11'
10'
10'10'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
6
:
2
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2C\cd131481_tc_stg_012.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2C-3A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC58
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
8
+
9
9
M
ATCHLINE STA. 131+49
140
139 140
D
D
CLOSED
ROAD
F F FFF
MU
S
T
AL
L
T
R
A
F
F
I
C
TU
R
N
R
I
G
H
T
STOP
Innsdale Ave
IDEAL AV
RESIDENT
PARKING
ONLY
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
SP
E
E
D
LI
M
I
T
20
SC
H
O
O
L
PR
E
S
E
N
T
AR
E
CH
I
D
R
E
N
WH
E
N
80TH ST S
IDEAL AVE S
4SW
W
4DY
W
4SW
W
11'
IDEAL AVE
11'
11'
11'
12' INP
10'
11' INP
11' INP
11' INP
4DY
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
6
:
5
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2C\cd131481_tc_stg_013.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2C-3A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC59
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 138+99
MA
T
C
H
L
I
N
E
C
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
7
:
2
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 2C\cd131481_tc_stg_014.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 2C-3A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC60
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
LA
N
E
LE
F
T
CL
O
S
E
D
ST
O
P
Innsdale Ave
SPEED
LIMIT
35
M
O
T
O
R
N
O
VEHICLES
SIGNAL
AHEAD
EMERGENCY
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
S
P
EED
LIM
IT
35ST
O
P
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
C
MA
T
C
H
L
I
N
E
D
80TH ST S
79TH ST S
INNSDALE AVE S
11' INP
11' INP
11' INP
11' INP
11' INP
11' INP
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
65
66
65
66
D
D
RIGHT
LANE
CLOSED
CLOSED
LANE
TURN
LANE
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
CLOSED
LANE
MUST
RIGHT LANE
TURN RIGHT
ONLY
ONLY
ONLY
BEGIN
80TH ST S
7000
PARKING
NO
FIRE
LANE
TIME
ANY
STOP
STOP
MUST
TURN RIGHT
RIGHT LANE
MU
S
T
TU
R
N
L
E
F
T
LE
F
T
L
A
N
E
TURN
LANE
RIGHT
TIME
ANY
MUST
TURN LEFT
LEFT LANE
SUMMERS
CONSTRUCTION
TRAFFIC
USE JAMAICA
LANDING
PROHIBITED
ON LEFT TURN
YIELD
FLASHING
YELLOW
ARROW
TO FRONTAGE ROAD
West Pt. Douglas Rd.
BUSINESS DISTRICT
WINTER BAN
COTTAGE GROVE
2 AM TO 6 AM
NOV 1 TO MAR 31
ALL CITY STREETS
GRANGE BLVD
HADLEY AVE S
12' INP
12'
12' INP
11' INP
12' INP
11' INP
12' INP
12' INP 11'
4DY
W
4SW
W
12' INP
12' INP
12'
12'
12' INP
100'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
8
:
1
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC61
MA
T
C
H
L
I
N
E
B
ST
A
.
0
6
6
+
9
2
MA
T
C
H
L
I
N
E
67
68
69
70
71
72 73
1013
1014
1015
1012
1013
67
68
69
70
71 72
73
D
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
TEMPORARY CURB RAMP
PEDESTRIAN CHANNELIZATION DEVICE
TEMPORARY WALKWAY SURFACE
TEMPORARY TRUNCATED DOME
PEDESTRIAN ACCESS ROUTE
PEDESTRIAN TC - LEGEND
CLOSED
ROAD
F
F F
FF
ONLY
ONLY
ONLY
F
F
W
POINT DOUGLAS RD S
80TH ST S
TH 10 SB
TH 10 SB
11'
11'
80TH ST S
11'
11'
4SW
W
4DY
W
4DY
W
TRAFFIC CONTROL NOTES
PEDESTRIAN RAMPS MAY NOT BE CONSTRUCTED CONCURRENTLY.
THE PEDESTRIAN RAMPS AT THE TH 61 ON RAMP. 80TH ST ROADWAY AND
CONTRACTOR SHALL INSTALL TPAR DEVICES DURING THE CONSTRUCTION OF 1
1
1
1
1
1
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
8
:
5
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_003.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC62
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
S
T
A
.
0
7
3
+
1
8
M
ATCHLINE STA. 066+92
MATCHLINE STA. 1011+12
MATCHLINE STA. 1015+92
74 75
76
77
78
79
2011
2012
2013
2014
2015
74 75
76
77
78
79
D
D
DD
D
SIDEWALK CLOSED
CROSS HERE
TEMPORARY CURB RAMP
PEDESTRIAN CHANNELIZATION DEVICE
TEMPORARY WALKWAY SURFACE
TEMPORARY TRUNCATED DOME
PEDESTRIAN ACCESS ROUTE
PEDESTRIAN TC - LEGEND
CLOSED
ROAD
F
F
F
F
F
F
TH 10 NB
80TH ST S
11'
11'
11'
11'
4DY
W
4DY
W
PEDESTRIAN RAMPS MAY NOT BE CONSTRUCTED CONCURRENTLY.
PEDESTRIAN RAMPS AT THE TH 61 OFF RAMP. 80TH ST ROADWAY AND
CONTRACTOR SHALL INSTALL TPAR DEVICES DURING THE CONSTRUCTION OF THE
TRAFFIC CONTROL NOTES
1
1
1
1
1
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
2
9
:
3
3
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_004.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC63
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
STA. 073+18
M
ATCHLINE
M
ATCHLINE STA. 079+66
MATCHLINE STA. 2010+33
MATCHLINE STA. 2015+29
80
81
82
83 84 85 86
80
81
82 83 84 85 86
D
D
ONLY
80TH ST S
11'
11'
11'
11'
4DY
W
4SW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
0
:
1
2
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_005.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC64
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 079+66
MA
T
C
H
L
I
N
E
S
T
A
.
0
8
6
+
4
9
87 88 89 90 91 92 93 94
87 88 89 90 91 92 93 94
9
10
11
9
10
11
D
SIDEWALK CLOSED
CR
O
S
S
H
E
R
E
SIDEWALK CLOSED
CROSS HERE
TEMPORARY CURB RAMP
PEDESTRIAN CHANNELIZATION DEVICE
TEMPORARY WALKWAY SURFACE
TEMPORARY TRUNCATED DOME
PEDESTRIAN ACCESS ROUTE
PEDESTRIAN TC - LEGEND
CL
O
S
E
D
LA
N
E
A
A
A
CLOSED
ROAD
FFF F
TURN
LANE
ONLYONLYONLYONLY
AHEADSPEED
LIMIT
35
TURN
LANE
LEFT
MUST
TURN RIGHT
LEFT LANE
F
F
80TH ST S
12' INP
12' INP
11' INP
11'
11'
11'
11'
11'
4SW
W
4DY
W
4SW
W
4TW
W
12' INP
12' INP
11'
11'
11'
4SW
W
4SW
W
TRAFFIC CONTROL NOTES
SHALL NOT BE CONSTRUCTED CONCURRENTLY.
RAMPS. THE SOUTHEAST AND SOUTHWEST PEDESTRIAN RAMPS, ALONG WITH THE ADJACENT SIDEWALK,
CONTRACTOR SHALL INSTALL TPAR DEVICES DURING THE CONSTRUCTION OF THE SOUTHEAST PEDESTRIAN 1
2
SHALL NOT BE CONSTRUCTED CONCURRENTLY.
RAMPS. THE SOUTHEAST AND SOUTHWEST PEDESTRIAN RAMPS, ALONG WITH THE ADJACENT SIDEWALK,
CONTRACTOR SHALL INSTALL TPAR DEVICES DURING THE CONSTRUCTION OF THE SOUTHWEST PEDESTRIAN
1
1 2
2
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
0
:
5
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_006.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC65
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE Q
MATCHLINE STA. 008+71
M
ATCHLINE STA. 086+49
ST
A
.
0
9
3
+
9
9
MA
T
C
H
L
I
N
E
95 96
97
98
99
100
101
94
95
96
97
98
99
100
101
DD
D
D
D
A
A
CLOSED
ROAD
FFF F
F
F
F
STOP
STOP
CLOSED
ROAD
F F FFFWAY ONE
CLOSED
ROAD
HEM
INGW
AY AVE S
80TH ST S
11'
4SW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
1
:
3
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_007.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC66
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 093+99
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
1
+
4
9
102 103 104 105 106 107 108 109
102 103 104 105 106 107 108 109
CLOSED
ROAD
F F FFFWAY ONE
WORK
ROAD
AHEAD
F
CLOSED
LANE
CLOSED
ROAD
F F F
FF
WAY ONE
STOP
80TH ST S
HENSLOW
E AVE S
11'
11'11'
11'
4BW
W
4BW
W
6TW
W
12' INP
HEM
INGW
AY AVE S
12
'
I
N
P
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
2
:
1
0
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_008.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC67
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 101+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
8
+
9
9
110 111 112 113 114 115 116
109 110 111 112 113 114 115 116
D
D DD D
CLOSED
LANE
WORK
ROAD
AHEAD
CLOSED
ROAD
F F FFFWAY ONE
80TH ST S
HOM
ESTEAD AVE S
HINTON AVE S
4BW
W
11'
11'11'
11'
4BW
W
12
'
I
N
P
10' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
2
:
4
7
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_009.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC68
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
9
MA
T
C
H
L
I
N
E
S
T
A
.
1
1
6
+
4
M
ATCHLINE STA. 108+99
1007
1008
1009
1010
1011
2016
2017
2018
2019
2020
D
D
ONLYONLY
ONLYONLY
CLOSED
LANE
TH 10 NB
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
3
:
2
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_025.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC69
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE STA. 1011+12 MATCHLINE STA. 2015+29
MATCHLINE STA. 2020+38.58MATCHLINE STA. 1066+47.41
1021
1022
1023
1024
1025
200020012002
2003
2004
2005
2006
D
D
D
D
ALL WAY
MONTH DY
CLOSED
BEGINNING
RAMP
F
F
F
CLOSED
RAMP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
4
:
0
3
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_027.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC70
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 2006+08
M
ATCHLINE STA. 1020+84
MA
T
C
H
L
I
N
E
M
MATCHLINE R
D
TH 10 NB
TH 10 SB
TH 10 SB
TH 10 NB
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
4
:
4
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_028.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC71
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
N
M
ATCHLINE M
D
RAMP
CLOSED
AHEAD
ROAD
WORK
AHEAD
10
16
1000'
1000'
TH 10 SB
TH 10 NB
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
5
:
2
2
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_029.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC72
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE N
D
D
D
D
D
D
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
6
:
0
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_030.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC73
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
ROAD
WORK
AHEAD
SPEED
LIMIT
30
TI
M
E
AN
Y
SP
E
E
D
LI
M
I
T
40
ON
L
Y
ON
L
Y
TIME
ANY
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
0
12' INP
12' INP
D
D
D
D
D
D
D
D
D
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
6
:
4
7
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_031.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC74
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CLOSEDLANE
TURN
LANE
MUST
TURN RIGHT
RIGHT LANE
TIMEANY
STOP SPEED
LIMIT
30
AHEAD
ON
L
Y
ON
L
Y
ON
L
Y
TIMEANY
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
P
MATCHLINE O
HARDWOOD AVE S
12' INP
12' INP
12' INP
12' INP
D
D
D
D
D
D
STOP FOR
STOP
TURN
LANE
STOP
STATELAW
CROSSWALK
WITHIN
MUST
LEFT LANE
STATELAW
FOR
TURN LEFT
CROSSWALK
WITHIN
TURNLANE
LEFT
TURN
LANE
RIGHT
TIME
ANY
AHEAD
TU
R
N
LA
N
E
RI
G
H
T
STOP
AHEAD
TURN
LANE
RIGHT
HARDW
OOD CT S
HARDWOOD AVE S
12' INP12' INP12' INP12' INP
12' INP
12' INP
12' INP
12' INP
12' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
7
:
3
0
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_032.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC75
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
Q
MATCHLINE P
456
7
8
4
5
6
7
8
CLOSED
ROAD
F
F
F
F
STOP
ONE
WAY
F
F
CLOSED
ROAD
F
F
F
E POINT DOUGLAS RD S4SW
W
4DY
W
11'
11'
11'
11'
4SW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
8
:
1
2
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_033.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC76
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE STA. 008+71
MA
T
C
H
L
I
N
E
S
T
A
.
0
0
3
+
4
8
0
1
2
3
0
1
2
3
D
D
DD
D
DD
D D
D
D
D
D
D
ROAD
WORK
AHEAD
CL
O
S
E
D
LA
N
E
ROAD
WORK
AHEAD
CLOSED
ROAD
FFF
F
STOP
ALL WAY
SPEED
LIMIT
30
CENTER
LANE
O
NLYTHIS SIDE OF STREET
STOP
ALL WAY
THIS SIDE OF STREET
THIS SIDE OF STREET
TURN
LANE
RIGHT
THIS SIDE OF STREET
STOP
E POINT DOUGLAS RD S
E POINT DOUGLAS RD S
4DY
W
11'
11'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
8
:
5
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3A\cd131481_tc_stg_034.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3A-3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC77
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE STA. 003+48
102 103 104 105 106 107 108 109
102 103 104 105 106 107 108 109
CLOSED
ROAD
FFFFFWAY ONE
CLOSED
LANE
WORK
ROAD
AHEAD
F
CLOSED
LANE
CLOSED
LANE
CLOSED
LANE
STOP
80TH ST S
HENSLOW
E AVE S
12' INP
11'11'
HEM
INGW
AY AVE S
80TH ST S
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
3
9
:
4
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3B\cd131481_tc_stg_008.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC78
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 101+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
8
+
9
9
110 111 112 113 114 115 116
109 110 111 112 113 114 115 116
D
D DD D
MU
S
T
AL
L
T
R
A
F
F
I
C
TU
R
N
L
E
F
T
CLOSED
ROAD
FFFFFWAY ONE
TURN
LANE
MUST
LEFT LANE
TURN LEFT
CLOSED
LANE
CLOSED
ROAD
AHEAD
11'
11'
11'
11'
4SY
W
4BW
W
12
'
I
N
P
4SW
W
11'
11'
HINTON AVE S
10' INP
6SW
W
6SY
W
HOM
ESTEAD AVE S
80TH ST S
4BW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
0
:
3
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3B\cd131481_tc_stg_009.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC79
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
9
MA
T
C
H
L
I
N
E
S
T
A
.
1
1
6
+
4
M
ATCHLINE STA. 108+99
117 118 119 120 121 122 123 124
117 118 119 120 121 122 123 124
D
D
D TURN
LANE
CL
O
S
E
D
RO
A
D
AH
E
A
D
F
MU
S
T
RI
G
H
T
L
A
N
E
TU
R
N
L
E
F
T
11'
10'
11'
11'
11'
11'
10'
10'
11'
4SY
W
4SW
W 6SY
W
4SW
W
4BW
W
HORNELL AVE S
80TH ST S
80TH ST S
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
1
:
2
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3B\cd131481_tc_stg_010.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC80
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 116+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
2
3
+
9
9
125 126 127 128 129 130 131
124 125 126 127 128 129 130 131
CL
O
S
E
D
LA
N
E
11'
11'
11'
11'
11'
11'
4BW
W
6SY
W
4BW
W
6SY
W
80TH ST S
80TH ST S
HYNES AVE S
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
2
:
1
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3B\cd131481_tc_stg_011.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC81
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 123+99
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
1
+
4
9
132 133 134 135 136 137 138 139
132 133 134 135 136 137 138 139
D
RO
A
D
WO
R
K
AH
E
A
D
LE
F
T
LA
N
E
CL
O
S
E
D
11'
10'
10'
11'
10' 10'
11'
11'
11'
11'
10'
11'
11'
4SW
W
4BW
W
6SW
W
6SW
W
6SW
W
4BW
W
80TH ST S
80TH ST S
HYDE AVE S
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
3
:
0
2
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3B\cd131481_tc_stg_012.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC82
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
S
T
A
.
1
3
8
+
9
9
M
ATCHLINE STA. 131+49
140
139 140
D
D
RO
A
D
C
L
O
S
E
D
LO
C
A
L
T
R
A
F
F
I
C
O
N
L
Y
.5
M
I
L
E
S
A
H
E
A
D
11' INP
11' INP
11' INP
11' INP
10'
11'
11'
4BW
W
6SW
W
80TH ST S
ID
E
A
L
A
V
E
S
ID
E
A
L
A
V
E
S
80TH ST S
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
3
:
5
3
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 3B\cd131481_tc_stg_013.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 3B
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC83
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 138+99
MA
T
C
H
L
I
N
E
C
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
65
66
65
66
D
D
ROAD
WORK
AHEAD
LEFT
LANE
CLOSED
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
STOP
TO FRONTAGE ROAD
West Pt. Douglas Rd.
BUSINESS DISTRICT
WINTER BAN
COTTAGE GROVE
2 AM TO 6 AM
NOV 1 TO MAR 31
ALL CITY STREETS
STOP
TURN
LANE
CLOSED
LANE
CLOSED
LANEONLEFT TURN
YIELD
FLASHING
YELLOW
ARROWBEGIN
80TH ST S
7000
PARKING
NO
FIRE
LANE
TIME
ANY
MU
S
T
TU
R
N
L
E
F
T
LE
F
T
L
A
N
E
TURN
LANE
LEFT
MUST
TURN LEFT
LEFT LANE
TU
R
N
LA
N
E
LE
F
T
TURN
LANE
RIGHT
TIME
ANY
MUST
TURN RIGHT
RIGHT LANE
SUMMERS
CONSTRUCTION
TRAFFIC
USE JAMAICA
LANDING
PROHIBITED
ON YIELD
FLASHING
YELLOW
ARROW
LEFT TURN
GRANGE BLVD
HADLEY AVE S
6SW
W
4BW
W
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #1
12' INP
12' INP
12' INP
12' INP
12' INP11' INP
12' INP
11' INP
10' INP
11'
11'
12' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
1
9
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC84
MA
T
C
H
L
I
N
E
B
ST
A
.
0
6
6
+
9
2
MA
T
C
H
L
I
N
E
67
68
69
70
71
72 73
1013
1014
1015
1012
1013
67
68
69
70
71 72
73
D
Sieben
Bridge
ROAD
WORK
AHEAD
CLOSED
LANE
TURN
LANE
CLOSED
LANE
TURN
LANE
80TH ST S
TH 10 SB
TH 10 SBW
POINT DOUGLAS RD S
4BW
W
6SW
W
4BW
W
6SW
W
4BW
W
11'
11'
12'
12'
11'
11'
11'
11'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
2
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_003.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC85
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MA
T
C
H
L
I
N
E
S
T
A
.
0
7
3
+
1
8
M
ATCHLINE STA. 066+92
MATCHLINE STA. 1011+12
MATCHLINE STA. 1015+92
74 75
76
77
78
79
2011
2012
2013
2014
2015
74 75
76
77
78
79
D
D
DD
D
SPEED
LIMIT
30
ROAD
WORK
AHEAD
TURN
LANE
CLOSED
LANE
CLOSED
LANE
80TH ST S
TH 10 NB
325'
6SW
W
6SW
W
6SW
W
4BW
W
325'
325'
325'
11'
11' 11'
11'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
2
3
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_004.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC86
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
STA. 073+18
M
ATCHLINE
M
ATCHLINE STA. 079+66
MATCHLINE STA. 2010+33
MATCHLINE STA. 2015+29
80
81
82
83 84 85 86
80
81
82 83 84 85 86
D
D
TURN
LANE
ONE
WAY
STOP
80TH ST S
6SW
W
6SW
W
4BW
W
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #2
6SW
W
11'
10' 10'
11'
11'
11'
11'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
2
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_005.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC87
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 079+66
MA
T
C
H
L
I
N
E
S
T
A
.
0
8
6
+
4
9
87 88 89 90 91 92 93 94
87 88 89 90 91 92 93 94
9
10
11
9
10
11
D
ONLYONLYONLYONLY
CLOSED
LANE
CL
O
S
E
D
LA
N
E
CLOSED
LANE
TURN
LANE
TURN
LANE
FRONTAGE ROADS
Hardw
ood Ave
E.Pt. Douglas Rd.
BUSINESS DISTRICT
ONLYONLYONLYONLY
MUST
TURN RIGHT
LEFT LANE
TURN
LANE
LEFT
SPEED
LIMIT
35 AHEAD
SP
EED
LIMIT
35
TURN
LANE
LEFT
ON
LE
F
T
T
U
R
N
YI
E
L
D
FL
A
S
H
I
N
G
YE
L
L
O
W
AR
R
O
W
ON LEFT TURN
YIELD
FLASHING
YELLOW
ARROW
ON
LEFT TURN
YIELD
FLASHING
YELLOW
ARROW
80TH ST S
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #2
6SW
W
4BW
W
6SW
W
6SW
W 4BW
W
6SW
W
6SW
W
(SEE INSET T-1)
(ENTIRE MEDIAN)
CONSTRUCT TEMPORARY CROSSOVER #5
4BW
W
12' INP
12' INP
11'
10'
10'
10'
10'
10'
11'
11'
10'
10'
11'
10'
11'
11'
12' INP
12' INP
10' INP
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
2
7
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_006.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC88
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE Q
MATCHLINE STA. 008+71
M
ATCHLINE STA. 086+49
ST
A
.
0
9
3
+
9
9
MA
T
C
H
L
I
N
E
95 96
97
98
99
100
101
94
95
96
97
98
99
100
101
DD
D
D
D
TURN
LANE
TURN
LANE
TURN
LANE
TURN
LANE
TURN
LANE
TURN
LANE
ROAD
WORK
AHEAD
STOP
STOP
TURN
LANE
LEFT
TURN
LANE
LEFT
HEM
INGW
AY AV
MUST
TURN LEFT
LEFT LANE
STOP
TURN
LANE
LEFT
TURN
LANE
RIGHT
80TH ST S
HEM
INGW
AY AVE S
6SW
W
6SW
W
6SW
W 6SW
W
4BW
W
10'
10'
10'
10' 10'
11'
10'
11'
10'
11'
11'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
2
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_007.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC89
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 093+99
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
1
+
4
9
102 103 104 105 106 107 108 109
102 103 104 105 106 107 108 109
TURN
LANE
ROAD
WORK
AHEAD
TURN
LANE
TURN
LANE
TU
R
N
LA
N
E
LE
F
T
TU
R
N
LA
N
E
LE
F
T
MU
S
T
TU
R
N
R
I
G
H
T
RI
G
H
T
L
A
N
E
STOP
TU
R
N
LA
N
E
RI
G
H
T
HEM
INGW
AY AV
TURN
LANE
LEFT
80TH ST S
HENSLOW
E AVE S
6SW
W
6SW
W
6SW
W4BW
W
11'
10'
11'11'
10' 10'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
3
0
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_008.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC90
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 101+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
0
8
+
9
9
110 111 112 113 114 115 116
109 110 111 112 113 114 115 116
D
D DD D
ROAD
WORK
AHEAD
TURN
LANE
CL
O
S
E
D
LA
N
E
TURN
LANE
CLOSED
LANE
ROAD
WORK
AHEAD
CL
O
S
E
D
LA
N
E
AH
E
A
D
TU
R
N
LA
N
E
LE
F
T
TU
R
N
LA
N
E
RI
G
H
T
HORNELL AV
SPEED
LIM
IT
20
SCHOOL
PRESENT ARE
CHIDREN
WHEN
NO RIGHT
ON RED
WHEN
ARE PRESENT
TURN
PEDESTRIANS
80TH ST S
HOM
ESTEAD AVE S
HINTON AVE S
6SW
W
6SW
W
6SW
W
4BW
W
(SEE INSET T-1)
CONSTRUCT TEMPORARY CROSSOVER #4
12' INP
10' 10'
10'
11'
6SW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
3
2
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_009.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC91
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
9
MA
T
C
H
L
I
N
E
S
T
A
.
1
1
6
+
4
M
ATCHLINE STA. 108+99
117 118 119 120 121 122 123 124
117 118 119 120 121 122 123 124
D
D
D
END
ROAD
WORK
TURN
LANE
TU
R
N
LA
N
E
LE
F
T
RE
S
I
D
E
N
T
PA
R
K
I
N
G
ON
L
Y
TU
R
N
LA
N
E
RI
G
H
T
HORNELL AV
SPEED
LIM
IT
20
SCHOOL
PRESENT ARE
CHIDREN
WHEN
SP
E
E
D
LI
M
I
T
20
SC
H
O
O
L
PR
E
S
E
N
T
AR
E
CH
I
D
R
E
N
WH
E
N
80TH ST S
HORNELL AVE S
6SW
W
11' INP12' INP
10' INP
10'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
3
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_010.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC92
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
M
ATCHLINE STA. 116+49
MA
T
C
H
L
I
N
E
S
T
A
.
1
2
3
+
9
9
456
7
8
4
5
6
7
8
ONE WAY
ONLY
ONLY MUST
TURN RIGHT
RIGHT LANE
CLOSED
LANE
CLOSED
LANE
CLOSED
LANE
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
ONLY
E POINT DOUGLAS RD S
(SEE INSET T-1)
(ENTIRE MEDIAN)
CONSTRUCT TEMPORARY CROSSOVER #5
6SW
W
4BW
W
11'
10'
10'
11'
11'
11'
6SW
W
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
3
6
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_033.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC93
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE STA. 008+71
MA
T
C
H
L
I
N
E
S
T
A
.
0
0
3
+
4
8
0
1
2
3
0
1
2
3
D
D
DD
D
DD
D D
D
D
D
D
D
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
TURN
LANE
MUST
TURN LEFT
LEFT LANE
STOP
ALL WAY STOP
ALL WAY
YIELD
SPEED
LIMIT
30
CENTER
LANE
O
N
LY
STOP
ALL WAY
TURN
LANE
RIGHT
THIS SIDE OF STREET
MUST
TURN RIGHT
RIGHT LANE
STOP
ALL WAY
ONE W
AY
E POINT DOUGLAS RD S
E POINT DOUGLAS RD S
6SW
W
6SW
W
4BW
W
11'
10'
11'
11'
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
4
4
:
3
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
FEETSCALE
250 50
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\6_TC Plans\Stage 4\cd131481_tc_stg_034.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
TEMPORARY PAVEMENT (INPLACE)
TEMPORARY PAVEMENT (CONSTRUCT)
PERMANENT CONSTRUCTION (COMPLETED)
(INPLACE)
PERMANENT STORM
(CONSTRUCT)
PERMANENT STORM
STAGE 4
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
STAGING & TRAFFIC CONTROL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC94
PLAN SHEET LOCATION
80TH ST S
TH 10
80TH ST S
JA
M
A
I
C
A
A
V
E
S
ID
E
A
L
A
V
E
S
HA
R
D
W
O
O
D
A
V
E
S
RD S
DOUGLAS
E POINT
HI
N
T
O
N
A
V
E
.
CONSTRUCTION AREA
CONTRUCT UNDER TRAFFIC TYPE III BARRICADE
TRAFFIC CONTROL SIGN
LEGEND
MATCHLINE STA. 003+48
1
V-1
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
3
:
0
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 2A\cd131481_tsl001_Phases 2A-2C_SystemA.dgn
CITY OF COTTAGE GROVE, MINNESOTA
System A-2
FEETSCALE
150 30
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
SIGNAL SYSTEM OPERATION
- PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL.
OF DAY.
1 BEING FLASHING YELLOW ARROWS BY TIME
- NORMAL OPERATION IS 3 PHASE, WITH PHASE(S)
- THE SIGNAL SYSTEM FLASH MODE IS ALL RED.
POLE NUMBER
WOOD POLE 1
WOOD POLE 3
WOOD POLE 2
WOOD POLE 4
SIGNAL CONTROL POINTS
X Y
46577.00
465864.65
465811.25
465725.73
131683.70
131558.72
131521.20
131640.37
VIDEO DETECTOR CHART
PHASE
V-1 ALL
LOCATION
POLE 1
CAMERA
SIGNAL HEAD CHART
FACE
1-1, 1-2
R Y FYA G
6-1, 6-2
2-1, 2-2
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
PB2-1P2-1
P2-2
PB2-2
1
6
2
PHASE 2 EVP
PHASE 1+6 EVP
1-3/C 16 (LUM)
1-3/C 20 (EVP)
1-6/C 16
1-4/C 16
1-2/C 14
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-2/C 14
1-3/C 16 (LUM)
1-3/C 20 (EVP)
1-3/C 16 (EVP)
3-4/C 16
2-6/C 16
2-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-2/C 14
2-3/C 16 (LUM)
1-3/C 20 (EVP)
1-3/C 16 (EVP)
3-4/C 16
2-6/C 16
2-1/4" SPAN WIRE
2-7/16" SPAN WIRE
1-3/C 20 (EVP)
1-4/C 16
1-7/16" SPAN WIRE
1-2/C 14
1-3/C 20 (EVP)
1-3/C 16 (EVP)
3-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 1 AND 2)
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 3 AND 4)
(STATE FURNISHED)
INSTALL: TEMP CABINET WITH CONTROLLER
F&I: TEMPORARY SIGNAL CABINET BASE
1-CAT5E (VIDEO)
2-3/C 20 (EVP)
2-3/C 16 (EVP)
1-3/C 16 (LUM)
1-2/C 14
8-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
2-3/C 16 (LUM)
3-3/C 20 (EVP)
1-3/C 16 (EVP)
2-6/C 16
5-4/C 16
1-2/C 14
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1
15. SEE STAGING PLANS FOR APR.
14. CONDUIT SIZES ARE NOMINAL DIAMETER.
13. ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE).
1-1/C 6INSULATED GROUNDING CONDUCTOR AS SHOWN IN PLAN.
12. ALL NEW CONDUIT SHALL BE PVC - SCHEDULE 80 OR HDPE SCHEDULE 80 AND CARRY
11. SEE DETAIL SHEET FOR WOOD POLE AND SPAN WIRE MOUNTING DETAILS.
DETECTORS, AND INDICATOR LIGHTS, AND NON-INTRUSIVE DETECTORS TO COORDINATE STAGING SHIFTS.
10. COIL A SUFFICIENT LENGTH OF CABLE AT ALL SPAN WIRE MOUNTED SIGNAL FACES, EVP
STAGE OR PHASE OF CONSTRUCTION SHALL BE COMPLETED BY THE CONTRACTOR
9. SEE THE CONSTRUCTION PLAN FOR STAGING. MOVEMENT OF HEADS AND DETECTORS FOR EACH
ADJACENT TO HEADS 1-1.
8. THE CONTRACTOR SHALL FURNISH AND INSTALL SPAN WIRE MOUNTED TYPE R10-X12 SIGNS
7. REMOVAL OF THE EXISTING SIGNAL SYSTEM IS INCIDENTAL.
6. PAVEMENT MARKINGS BY OTHERS. (SEE PAVEMENT MARKING PLAN FOR REFERENCE)
5. THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK
FOR THE TRAFFIC SIGNAL SYSTEM
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER
CABINET BASE AND VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONNEL.
3. ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, LOOP DETECTORS AND TEMPORARY
PEDESTRIAN HEADS, VEHICLE HEADS, AND EMERGENCY VEHICLE PREEMPTION (EVP).
2. SEE THE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS, COUNT DOWN
1. CONDUIT SHALL BE SCHEDULE 80 PVC OR SCHEDULE 80 HDPE
NOTES:
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC95
EB 80th ST S
POSTED SPEED: 35 MPH
EB 80th ST S
POSTED SPEED: 35 MPH
TH61 SB
ON RAMP FOR
TH61 SB
OFF RAMP FOR
1
2-1
1
WP
1
A
B
WP
2
WP
3
WP
4
2
2-2
1-2
6-2
6-1
1-1
WP
1
WP
2
WP
3
WP
4
2
1
2
A
3
TEMPORARY SIGNAL SYSTEM A - STAGE 2A-2C
S.B. T.H. 61
RAMP TO
80th St S
80th St S
S.B. T.H. 61
OFF RAMP OF
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
3
:
2
3
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 3A\cd131481_tsl002_Phases 3A-3B_SystemA.dgn
CITY OF COTTAGE GROVE, MINNESOTA3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
PHASE 4 EVP
PHASE 1+6 EVP
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
SIGNAL SYSTEM OPERATION
- PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL.
OF DAY.
0 BEING FLASHING YELLOW ARROWS BY TIME
- NORMAL OPERATION IS 4 PHASE, WITH PHASE(S)
- THE SIGNAL SYSTEM FLASH MODE IS ALL RED.
VIDEO DETECTOR CHART
PHASE
V-1 ALL
LOCATION
POLE 1
CAMERA
6
2
POLE NUMBER
WOOD POLE 1
WOOD POLE 3
WOOD POLE 2
WOOD POLE 4
SIGNAL CONTROL POINTS
X Y
46577.00
465864.65
465811.25
465725.73
131683.70
131558.72
131521.20
131640.37
SIGNAL HEAD CHART
FACE
2-1, 2-2
R Y FYA G
6-1, 6-2
4-1
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
4
BAG HEAD
PHASE 2 EVP
1
2-3/C 20 (EVP)
1-3/C 16 (EVP)
2-4/C 16
2-7/16" SPAN WIRE
1-3/C 16 (EVP)
3-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-3/C 20 (EVP)
1-7/16" SPAN WIRE
1-7/16" SPAN WIRE
14. SEE STAGING PLANS FOR APR.
13. CONDUIT SIZES ARE NOMINAL DIAMETER.
12. ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE).
1-1/C 6INSULATED GROUNDING CONDUCTOR AS SHOWN IN PLAN.
11. ALL NEW CONDUIT SHALL BE PVC - SCHEDULE 80 OR HDPE SCHEDULE 80 AND CARRY
10. SEE DETAIL SHEET FOR WOOD POLE AND SPAN WIRE MOUNTING DETAILS.
DETECTORS, AND INDICATOR LIGHTS, AND NON-INTRUSIVE DETECTORS TO COORDINATE STAGING SHIFTS.
9. COIL A SUFFICIENT LENGTH OF CABLE AT ALL SPAN WIRE MOUNTED SIGNAL FACES, EVP
STAGE OR PHASE OF CONSTRUCTION SHALL BE COMPLETED BY THE CONTRACTOR
8. SEE THE CONSTRUCTION PLAN FOR STAGING. MOVEMENT OF HEADS AND DETECTORS FOR EACH
7. REMOVAL OF THE EXISTING SIGNAL SYSTEM IS INCIDENTAL.
6. PAVEMENT MARKINGS BY OTHERS. (SEE PAVEMENT MARKING PLAN FOR REFERENCE)
5. THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK
FOR THE TRAFFIC SIGNAL SYSTEM
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER
CABINET BASE AND VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONNEL.
3. ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, LOOP DETECTORS AND TEMPORARY
PEDESTRIAN HEADS, VEHICLE HEADS, AND EMERGENCY VEHICLE PREEMPTION (EVP).
2. SEE THE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS, COUNT DOWN
1. CONDUIT SHALL BE SCHEDULE 80 PVC OR SCHEDULE 80 HDPE
NOTES:
1-3/C 20 (EVP)
1-3/C 16 (EVP)
1-4/C 16
1-7/16" SPAN WIRE
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 1 AND 2)
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 3 AND 4)
(STATE FURNISHED)
INSTALL: TEMP CABINET WITH CONTROLLER
F&I: TEMPORARY SIGNAL CABINET BASE
1-CAT5E (VIDEO)
2-3/C 20 (EVP)
2-3/C 16 (EVP)
1-3/C 16 (LUM)
1-2/C 14
8-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
2-3/C 16 (LUM)
3-3/C 20 (EVP)
1-3/C 16 (EVP)
2-6/C 16
5-4/C 16
1-2/C 14
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC96
TH61 SB
OFF RAMP FOR
POSTED SPEED: 35 MPH
EB 80th ST S
POSTED SPEED: 35 MPH
EB 80th ST S
TH61 SB
ON RAMP FOR
1
V-1
WP
1
A
WP
4
B
1
2
WP
3
WP
2
WP
1
WP
2
WP
3
WP
4
6-1
6-2
4-1
2-1
2-2
A
4
TEMPORARY SIGNAL SYSTEM A - STAGE 3A-3B
S.B. T.H. 61
RAMP TO
80th St S
80th St S
S.B. T.H. 61
OFF RAMP OF
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
3
:
2
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\All Stages\cd1002124_tsl003(System A Notes).dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
WP
3
WP
4
WP
1A
WP
2
1-1/C 6 INS. GR
1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH:
2-3/C 20 (EVP)
4-4/C 16
3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH:
METAL JUNCTION BOX WITH TERMINAL BLOCK
1-ANGLE MOUNT C.C. PEDHEADS AT 90
1-ANGLE MOUNT SIGNAL AT 90
1-ONE WAY EVP DETECTOR (PHASES 2+5)
1-VIDEO DETECTION CAMERA (V-2)
2-DOWN GUY, GUARD AND ANCHOR
45' WOOD POLE
1-1/C 6 INS. GR.
1-CAT5E (VIDEO)
2-3/C 20 (EVP)
2-3/C 16 (EVP)
1-3/C 16 (LUM)
8-4/C 16
1-2/C 14
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 1 AND 2):
1-1/C 6 INS. GR.
3-3/C 20 (EVP)
1-3/C 16 (EVP)
2-3/C 16 (LUM)
2-6/C 16
5-4/C 16
1-2/C 14
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 3 AND 4):
(STATE FURNISHED)
INSTALL: TEMPORARY CABINET WITH CONTROLLER
TEMPORARY SIGNAL CABINET BASE
1-2/C 14
1" TO PUSH BUTTON POST P2-1 TO JUNCTION BOX
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
1-3/C 20 (EVP)
3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH:
1-1/C 6 INS. GR.
3-3/C 20 (EVP)
2-3/C 20 (EVP)2-3/C 16 (EVP)
3-3/C 16 (EVP)1-3/C 16 (LUM)
1-3/C 16 (LUM)2-6/C 16
1-2/C 145-4/C 16
8-4/C 161-2/C 14
3" CONDUIT FROM HH1 TO SPAN WIRE:
METAL JUNCTION BOX WITH TERMINAL BLOCK
1-ONE WAY EVP DETECTOR (PHASES 2+5) POLE MOUNTED
1-FISHEYE VIDEO DETECTION CAMERA (V-1)
2-DOWN GUY, GUARD AND ANCHOR
45' WOOD POLE
1-2/C 14
1" TO PUSH BUTTON POST P2-1 TO JUNCTION BOX
1-1/C 6 INS. GR.
1-3/C 16 (LUM)
1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH:
1-3/C 20 (EVP)
1-6/C 16
3-4/C 16
3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH:
METAL JUNCTION BOX WITH TERMINAL BLOCK
15' MAST ARM AND LUMINAIRE (250W EQUIVALENT LED) WITH PEC.
1-ANGLE MOUNT C.D. PEDHEADS AT 180 DEG
1-ANGLE MOUNT SIGNAL AT 90
2-ONE WAY EVP DETECTOR (PHASES 4+7) (PHASE 1+6)
1-VIDEO DETECTION CAMERA (V-3)
2-DOWN GUY, GUARD AND ANCHOR
45' WOOD POLE
1-1/C 6 INS. GR.
1-3/C 16 (LUM)
1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH:
3-3/C 20 (EVP)
2-6/C 16
5-4/C 16
1-2/C 14
3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH:
METAL JUNCTION BOX WITH TERMINAL BLOCK
15' MAST ARM AND LUMINAIRE (250W EQUIVALENT LED) WITH PEC.
1-ONE WAY EVP DETECTOR (PHASES 1+6)
1-VIDEO DETECTION CAMERA (V-4)
2-DOWN GUY, GUARD AND ANCHOR
45' WOOD POLE
1-2/C 14
CABLES FROM SPAN WIRE:
1-SOLID STATE PB AND SIGNS (RT ARROW)(PB2-2)
10' PEDESTAL POLE
TEMPORARY ANCHORED PEDESTAL BASE
1-2/C 14
CABLES FROM SPAN WIRE:
1-SOLID STATE PB AND SIGNS (LT ARROW)(PB2-1)
10' PEDESTAL POLE
TEMPORARY ANCHORED PEDESTAL BASE
1-4/C 16
CABLES FROM SPAN WIRE:
10' PEDESTAL POLE
TEMPORARY ANCHORED PEDESTAL BASE
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC97
1-3/C 16 (EVP)
2-4/C 16
CABLES FROM SPAN WIRE:
10' PEDESTAL POLE
TEMPORARY ANCHORED PEDESTAL BASE
1
2
3
4
TEMPORARY SIGNAL SYSTEM A - (ALL PHASES)
SHEET
na
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a
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s
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5
3
:
2
5
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/
1
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/
2
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2
5
Mn
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4
8
1
-
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p
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b
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\All Stages\cd1002124_twd004(System A).dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
CONTROLLER CABINET
LUMINAIRE
LUMINAIRE
POWER
INPUT3-1/C#2 1
SERVICE
SIGNAL
INS. GR.
3-1/C#6 2
3
4
1
2
SERVICE CABINET
INS. GR.
GR.RD.
1-1/C#6
GR.RD.
S.O.P.
GR.RD.
2
INS. GR.
3-1/C#6
SERVICE
SIGNAL
HH 1
WP
1
WP
4
WP
3
WP
2
J.B. 1
J.B. 3
14 2-1
16 TO EVP
HUB
DETECTOR
2+5 EVP
4
LUMINAIRE
2
19 TO EVP
HUB
DETECTOR
1+6 EVP
3
LUMINAIRE
1
27INS. GR.
5-16 14-16
3,4, 20-26
5-16, 28
3-
4
REQUIRED FIBER CONNECTIONS.
SEE SPECIAL PROVISIONS, DIVISION SS FOR 2.
LUMINAIRES ARE METERED.1.
NOTES:
IN
S
.
G
R
.
27
INS. GR.
28
3,4,17-27
GR.RD.
28INS. GR.
27 28
25 TO EVP
HUB
DETECTOR
6+1 EVP
18
1-1 17
J.B. 4
J.B. 2
4, 17-19
8
EV
P
L
I
G
H
T
2+
5
24
6-2
1-2
22
EVP LIGHT
6+1
21
P2-1
6 TO EVP
HUB
DETECTOR
2+5 EVP
20
PB2-1
7
NEU
RED
GRN
YEL2-1
8
NEU
EQ.G
2+5 EVP LIGHT
13
PB2-2
DETECTOR
6EVP
2+5
4, 20-24 23
6-1
4
2
7
2-
1
11
4-1
10
2-2
12
2-
2
1
13
PB2-2
15
P2-2
26TO EVP
HUB
DETECTOR
4+7 EVP
10
NEU
RED
GRN
YEL2-2
11
NEU
RED
GRN
YEL4-1
DETECTOR
16EVP
2+5
15
NEU
DWK
SPR
WLK
NEU
DWK
SPR
WLKP2-2
14
NEU
RED
GRN
YEL2-1
1-1 17
NEU
GLA
YLA
RLA
FYA
SPR
DETECTOR
19EVP
1+6
18
NEU
DWK
SPR
WLK
NEU
DWK
SPR
WLKP2-1
20
PB2-1
1-2 21
NEU
GLA
YLA
RLA
FYA
SPR
22
NEU
EQ.G
1+6 EVP LIGHT
23
NEU
RED
GRN
YEL6-1
24
NEU
RED
GRN
YEL6-2
DETECTOR
25EVP
1+6
DETECTOR
26EVP
1+6
5
CAT 5E
TRA MGMT CAM
5
CAMERA (V-2)
CAT5E FISHEYE
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC98
9
EVP LIGHT
4
3
9
NEU
EQ.G
4 EVP LIGHT
12
NEU
RED
GRN
YEL2-2
TEMPORARY SIGNAL SYSTEM A - WIRING DIAGRAM (ALL PHASES)
1
V-1
SHEET
na
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Mn
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4
8
1
-
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 2A\cd131481_tsl005_Phases_2A-2C_SystemB.dgn
CITY OF COTTAGE GROVE, MINNESOTA
System B
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
SIGNAL HEAD CHART
FACE
2-1, 2-2
R Y FYA G
6-1, 6-2, 6-3
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
PHASE 2 EVP
PHASE 6 EVP
PHASE 3+8 EVP
8-1
POLE NUMBER
WOOD POLE 1
WOOD POLE 3
WOOD POLE 2
WOOD POLE 4
SIGNAL CONTROL POINTS
X Y
466224.87
466298.06
466311.81
466344.79
131931.03
131975.50
131898.79
131827.59
WOOD POLE 5 466283.46 131813.24
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
PB2-1
P2-1
P2-2
PB2-2
6
2
8
SIGNAL SYSTEM OPERATION
- PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL.
OF DAY.
1 BEING FLASHING YELLOW ARROWS BY TIME
- NORMAL OPERATION IS 4 PHASE, WITH PHASE(S)
- THE SIGNAL SYSTEM FLASH MODE IS ALL RED.
VIDEO DETECTOR CHART
PHASE
V-1 ALL
LOCATION
POLE 1
CAMERA
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 2, 3 AND 4)
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 1 AND 5)
(STATE FURNISHED)
INSTALL: TEMP CABINET WITH CONTROLLER
F&I: TEMPORARY SIGNAL CABINET BASE
2-3/C 20 (EVP)
3-3/C 16 (EVP)
2-6/C 16
3-2/C 14
10-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-CAT5E (VIDEO)
2-3/C 16 (LUM)
2-3/C 20 (EVP)
2-3/C 16 (EVP)
7-4/C 16
1-2/C 14
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-2/C 14
1-3/C 16 (LUM)
1-3/C 20 (EVP)
2-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-2/C 14
1-3/C 16 (LUM)
1-3/C 20 (EVP)
1-3/C 16 (EVP)
3-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-2/C 14
1-3/C 20 (EVP)
2-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-2/C 14
1-3/C 20 (EVP)
1-3/C 16 (EVP)
3-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-2/C 14
2-3/C 20 (EVP)
2-3/C 16 (EVP)
5-4/C 16
2-1/4" SPAN WIRE
2-7/16" SPAN WIRE
1-2/C 14
3-3/C 20 (EVP)
2-3/C 16 (EVP)
5-4/C 16
1-6/C 16
2-1/4" SPAN WIRE
3-7/16" SPAN WIRE
POSTED SPEED: 35 MPH
EB 80th ST S
TH61 NB
ON RAMP FOR
TH61 NB
OFF RAMP FOR
BAG HEAD
BAG HEAD
14. SEE STAGING PLANS FOR APR.
13. CONDUIT SIZES ARE NOMINAL DIAMETER.
12. ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE).
1-1/C 6INSULATED GROUNDING CONDUCTOR AS SHOWN IN PLAN.
11. ALL NEW CONDUIT SHALL BE PVC - SCHEDULE 80 OR HDPE SCHEDULE 80 AND CARRY
10. SEE DETAIL SHEET FOR WOOD POLE AND SPAN WIRE MOUNTING DETAILS.
DETECTORS, AND INDICATOR LIGHTS, AND NON-INTRUSIVE DETECTORS TO COORDINATE STAGING SHIFTS.
9. COIL A SUFFICIENT LENGTH OF CABLE AT ALL SPAN WIRE MOUNTED SIGNAL FACES, EVP
STAGE OR PHASE OF CONSTRUCTION SHALL BE COMPLETED BY THE CONTRACTOR
8. SEE THE CONSTRUCTION PLAN FOR STAGING. MOVEMENT OF HEADS AND DETECTORS FOR EACH
7. REMOVAL OF THE EXISTING SIGNAL SYSTEM IS INCIDENTAL.
6. PAVEMENT MARKINGS BY OTHERS. (SEE PAVEMENT MARKING PLAN FOR REFERENCE)
5. THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK
FOR THE TRAFFIC SIGNAL SYSTEM
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER
CABINET BASE AND VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONNEL.
3. ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, LOOP DETECTORS AND TEMPORARY
PEDESTRIAN HEADS, VEHICLE HEADS, AND EMERGENCY VEHICLE PREEMPTION (EVP).
2. SEE THE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS, COUNT DOWN
1. CONDUIT SHALL BE SCHEDULE 80 PVC OR SCHEDULE 80 HDPE
NOTES:
POSTED SPEED: 35 MPH
EB 80th ST S
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC99
WP
1
A
WP
2
WP
3
WP
4
WP
5
1
2
3
2-2
2-16-3
6-2 8-1
6-1
WP
1
WP
3
WP
4
WP
5
3
5
5
2
WP
2
A
TEMPORARY SIGNAL SYSTEM B - STAGE 2A-2C
N.B. T.H. 61
OFF RAMP OF
80th St S
80th St S
N.B. T.H. 61
ON RAMP OF
SHEET
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3
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4
8
1
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b
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 3A\cd131481_tsl006_Phases 3A-3B_SystemB.dgn
CITY OF COTTAGE GROVE, MINNESOTA
System B
FEETSCALE
150 30
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
PHASE 6 EVP
PHASE 2+5 EVP
POSTED SPEED: 35 MPH
EB 80th ST S
TH61 NB
ON RAMP FOR
TH61 NB
OFF RAMP FOR
3-2/C 14
3-3/C 20 (EVP)
1-3/C 16 (EVP)
4-4/C 16
2-6/C 16
1-1/4" SPAN WIRE
3-7/16" SPAN WIRE
1-2/C 14
1-3/C 16 (LUM)
1-3/C 20 (EVP)
1-3/C 16 (EVP)
5-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
2-2/C 14
2-3/C 20 (EVP)
1-3/C 16 (EVP)
4-4/C 16
1-6/C 16
1-1/4" SPAN WIRE
2-7/16" SPAN WIRE
1-2/C 14
2-3/C 20 (EVP)
1-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-2/C 14
1-3/C 16 (LUM)
1-3/C 20 (EVP)
2-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
SIGNAL HEAD CHART
FACE
2-1, 2-2
R Y FYA G
6-1, 6-2, 6-3
5-1, 5-2
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
POLE NUMBER
WOOD POLE 1
WOOD POLE 3
WOOD POLE 2
WOOD POLE 4
SIGNAL CONTROL POINTS
X Y
466224.87
466298.06
466311.81
466344.79
131931.03
131975.50
131898.79
131827.59
WOOD POLE 5 466283.46 131813.24
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
PB2-1
P2-1
P8
-
1
PB2-2
6
2
6
SIGNAL SYSTEM OPERATION
- PHASES 2 AND 6 SHALL BE ON VEHICLE RECALL.
OF DAY.
1 BEING FLASHING YELLOW ARROWS BY TIME
- NORMAL OPERATION IS 4 PHASE, WITH PHASE(S)
- THE SIGNAL SYSTEM FLASH MODE IS ALL RED.
VIDEO DETECTOR CHART
PHASE
V-1 ALL
LOCATION
POLE 1
CAMERA
5
PB8-1
P8
-
2
PB8-2
BAG HEAD
BAG HEAD
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 2, 3 AND 4)
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 1 AND 5)
(STATE FURNISHED)
INSTALL: TEMP CABINET WITH CONTROLLER
F&I: TEMPORARY SIGNAL CABINET BASE
2-3/C 20 (EVP)
3-3/C 16 (EVP)
2-6/C 16
3-2/C 14
10-4/C 16
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
1-CAT5E (VIDEO)
2-3/C 16 (LUM)
2-3/C 20 (EVP)
2-3/C 16 (EVP)
7-4/C 16
1-2/C 14
1-1/4" SPAN WIRE
1-7/16" SPAN WIRE
15. SEE STAGING PLANS FOR APR.
14. CONDUIT SIZES ARE NOMINAL DIAMETER.
13. ALL WIRES LISTED ARE AWG (AMERICAN WIRE GAUGE).
1-1/C 6INSULATED GROUNDING CONDUCTOR AS SHOWN IN PLAN.
12. ALL NEW CONDUIT SHALL BE PVC - SCHEDULE 80 OR HDPE SCHEDULE 80 AND CARRY
11. SEE DETAIL SHEET FOR WOOD POLE AND SPAN WIRE MOUNTING DETAILS.
DETECTORS, AND INDICATOR LIGHTS, AND NON-INTRUSIVE DETECTORS TO COORDINATE STAGING SHIFTS.
10. COIL A SUFFICIENT LENGTH OF CABLE AT ALL SPAN WIRE MOUNTED SIGNAL FACES, EVP
STAGE OR PHASE OF CONSTRUCTION SHALL BE COMPLETED BY THE CONTRACTOR
9. SEE THE CONSTRUCTION PLAN FOR STAGING. MOVEMENT OF HEADS AND DETECTORS FOR EACH
ADJACENT TO HEADS 5-1.
8. THE CONTRACTOR SHALL FURNISH AND INSTALL SPAN WIRE MOUNTED TYPE R10-X12 SIGNS
7. REMOVAL OF THE EXISTING SIGNAL SYSTEM IS INCIDENTAL.
6. PAVEMENT MARKINGS BY OTHERS. (SEE PAVEMENT MARKING PLAN FOR REFERENCE)
5. THE CONTRACTOR SHALL LOCATE AND VERIFY INPLACE UTILITIES PRIOR TO COMMENCING WORK
FOR THE TRAFFIC SIGNAL SYSTEM
4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER
CABINET BASE AND VERIFIED IN THE FIELD BY MNDOT OFFICE PERSONNEL.
3. ENSURE THE EXACT LOCATION OF THE HANDHOLES, POLES, LOOP DETECTORS AND TEMPORARY
PEDESTRIAN HEADS, VEHICLE HEADS, AND EMERGENCY VEHICLE PREEMPTION (EVP).
2. SEE THE SPECIAL PROVISIONS FOR DEPARTMENT FURNISHED MATERIALS, COUNT DOWN
1. CONDUIT SHALL BE SCHEDULE 80 PVC OR SCHEDULE 80 HDPE
NOTES:
EB 80th ST S
POSTED SPEED: 35 MPH
P2-2
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC100
1
V-1
2-1
2-2
5-1
5-2
6-1
6-2
6-3
WP
2
WP
1
A
1
WP
3
WP
5
WP
4
2
1
3
WP
1
WP
3
WP
4
WP
5
3
5
WP
2
1
4
A
TEMPORARY SIGNAL SYSTEM B - STAGE 3A-3B
N.B. T.H. 61
OFF RAMP OF
80th St S
80th St S
N.B. T.H. 61
ON RAMP OF
SHEET
na
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3
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9
P
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/
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b
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\All Stages\cd1002124_tsl007(System B Notes).dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
WP
3
WP
4
WP
1A
WP
2
1-2/C 14
1" TO PUSH BUTTON POST P8-2 TO JUNCTION BOX
1-3/C 20 (EVP)
1-6/C 16
3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH:
METAL JUNCTION BOX WITH TERMINAL BLOCK
1-ANGLE MOUNT C.D. PEDHEADS AT 180
1-ANGLE MOUNT SIGNAL AT 90
1-ONE WAY EVP DETECTOR (PHASES 2+5)
2-DOWN GUY, GUARD AND ANCHOR
45' WOOD POLE
1-1/C 6 INS. GR.
2-3/C 20 (EVP)
3-3/C 16 (EVP)
2-6/C 16
10-4/C 16
3-2/C 14
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 2,3 AND 4):
1-1/C 6 INS. GR.
1-CAT5E (VIDEO)
3-3/C 20 (EVP)
2-3/C 16 (EVP)
2-3/C 16 (LUM)
7-4/C 16
1-2/C 14
3" CONDUIT FROM CONTROLLER CABINET TO HH 1 (POLES 1 AND 5):
(STATE FURNISHED)
INSTALL: TEMPORARY CABINET WITH CONTROLLER
TEMPORARY SIGNAL CABINET BASE
1-1/C 6 INS. GR.
1-3/C 18 (VIDEO)
1-3/C 20 (EVP)
1-4/C 16
3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH:
1-1/C 6 INS. GR.
2-3/C 20 (EVP)3-3/C 20 (EVP)
3-3/C 16 (EVP)2-3/C 16 (EVP)
2-6/C 162-3/C 16 (LUM)
3-2/C 147-4/C 16
10-4/C 161-2/C 14
3" CONDUIT FROM HH1 TO SPAN WIRE:
METAL JUNCTION BOX WITH TERMINAL BLOCK
15' MAST ARM AND LUMINAIRE (250W EQUIVALENT LED) WITH PEC.
1-ANGLE MOUNT SIGNAL AT 9- DEG
1-ONE WAY EVP DETECTOR (PHASE 6) POLE MOUNTED
1-FISHEYE VIDEO DETECTION CAMERA (V-1)
2-DOWN GUY, GUARD AND ANCHOR
45' WOOD POLE
1-3/C 20 (EVP)
3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH:
METAL JUNCTION BOX WITH TERMINAL BLOCK
1-ANGLE MOUNT SIGNAL AT 90
2-ONE WAY EVP DETECTOR (PHASES 3+8)
45' WOOD POLE
1-2/C 14
1" TO PUSH BUTTON POST P2-2 TO JUNCTION BOX
1-2/C 14
1" TO PUSH BUTTON POST P8-1 TO JUNCTION BOX
1-3/C 20 (EVP)
1-4/C 16
2-2/C 14
3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH:
METAL JUNCTION BOX WITH TERMINAL BLOCK
2-ANGLE MOUNT C.D. PEDHEADS AT 90 AND 180 DEG
1-ANGLE MOUNT SIGNAL AT 180 DEG
1-ONE WAY EVP DETECTOR (PHASES 2+5)
2-DOWN GUY, GUARD AND ANCHOR
45' WOOD POLE
2-4/C 16
CABLES FROM SPAN WIRE:
10' PEDESTAL POLE
TEMPORARY ANCHORED PEDESTAL BASE
1-2/C 14
CABLES FROM SPAN WIRE:
1-SOLID STATE PB AND SIGNS (LT ARROW)(PB8-1)
10' PEDESTAL POLE
TEMPORARY ANCHORED PEDESTAL BASE
WP
5
1-2/C 14
1" TO PUSH BUTTON POST P2-1 TO JUNCTION BOX
1-3/C 16 (LUM)
1" CONDUIT RISER AND WEATHERHEAD ABOVE SPAN WIRE WITH:
1-3/C 20 (EVP)
1-4/C 16
1-2/C 14
3" CONDUIT ABOVE JUNCTION BOX TO SPAN WIRES WITH:
METAL JUNCTION BOX WITH TERMINAL BLOCK
15' MAST ARM AND LUMINAIRE (250W EQUIVALENT LED) WITH PEC.
1-ANGLE MOUNT C.D. PEDHEADS AT 90 DEG
1-ANGLE MOUNT SIGNAL AT 90 DEG
1-ONE WAY EVP DETECTOR (PHASE 6)
2-DOWN GUY, GUARD AND ANCHOR
45' WOOD POLE
1-2/C 14
CABLES FROM SPAN WIRE:
1-SOLID STATE PB AND SIGNS (RT ARROW)(PB2-2)
10' PEDESTAL POLE
TEMPORARY ANCHORED PEDESTAL BASE
1-2/C 14
CABLES FROM SPAN WIRE:
1-SOLID STATE PB AND SIGNS (LT ARROW)(PB2-1)
10' PEDESTAL POLE
TEMPORARY ANCHORED PEDESTAL BASE
1-2/C 14
CABLES FROM SPAN WIRE:
1-SOLID STATE PB AND SIGNS (LT ARROW)(PB8-2)
10' PEDESTAL POLE
TEMPORARY ANCHORED PEDESTAL BASE
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC101
2
3
4
5
1
TEMPORARY SIGNAL SYSTEM B - (ALL PHASES)
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
3
:
5
0
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\All Stages\cd1002124_twd008(System B).dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
CONTROLLER CABINET
LUMINAIRE
LUMINAIRE
POWER
INPUT3-1/C#2 1
SERVICE
SIGNAL
INS. GR.
3-1/C#6 2
3
4
1
2
SERVICE CABINET
INS. GR.
GR.RD.
1-1/C#6
GR.RD.
S.O.P.
GR.RD. 2
INS. GR.
3-1/C#6
SERVICE
SIGNAL
HH 1
WP
1
WP
5
WP
4
WP
2
J.B. 1
J.B. 3
25 TO EVP
HUB
DETECTOR
2+5 EVP
3
LUMINAIRE
1
36INS. GR.
3, 5-7
4, 29-353,5-28, 37
3-
4
REQUIRED FIBER CONNECTIONS.
SEE SPECIAL PROVISIONS, DIVISION SS FOR 2.
LUMINAIRES ARE METERED.1.
NOTES:
IN
S
.
G
R
.
36
INS. GR.
37
4,29-36
GR.RD.
37INS. GR.
36 37
26
J.B. 4
J.B. 2
4, 18-21
20
2-2
14
EV
P
L
I
G
H
T
2+
5
35
6-3
P2-2
7 TO EVP
HUB
DETECTOR
6 EVP
24
PB
2
-
2
5
NEU
RED
GRN
YEL6-1
DETECTOR
7EVP
6
4, 18-26
33
6-2
22
2-3
9
P8-2
9
NEU
DWK
SPR
WLK
NEU
DWK
SPR
WLK
P8-2
5-1 8
NEU
GLA
YLA
RLA
FYA
SPR
11
PB8-2
WP
3
56-1
10 TO EVP
HUB
DETECTOR
2+5 EVP5-1
8
1
11
PB8-2
2
166-3
18
8-1
5-
2
12 15
2-
2
13
2-
1
19 TO EVP
HUB
DETECTOR
3+8 EVP
21
EVP LIGHT
2+5
3
4
23
PB8-1
28
P8-1
27
2-1
34
EVP LIGHT
2+5
32
PB
2
-
1
5
4
LUMINAIRE
2
29 TO EVP
HUB
DETECTOR
6 EVP
316-1
30
P2-1
17
EVP LIGHT
3+8
6
CAT 5E
TRA MGMT CAM
6
CAMERA (V-1)
CAT5E FISHEYE
8-28
20-28
4,29-31
DETECTOR
10EVP
2+5
5-2 12
NEU
GLA
YLA
RLA
FYA
SPR
13
NEU
RED
GRN
YEL2-1
14
NEU
EQ.G
2+5 EVP LIGHT
15
NEU
RED
GRN
YEL2-2
16
NEU
RED
GRN
YEL3-1
17
NEU
EQ.G
3+8 EVP LIGHT
18
NEU
RED
GRN
YEL8-1
DETECTOR
19EVP
3+8
20
NEU
RED
GRN
YEL2-2
21
NEU
EQ.G
2+5 EVP LIGHT
22
NEU
RED
GRN
YEL2-3
23
PB8-1
24
PB2-2
DETECTOR
25EVP
2+5
26
NEU
DWK
SPR
WLK
NEU
DWK
SPR
WLKP2-2
28
NEU
DWK
SPR
WLK
NEU
DWK
SPR
WLKP8-1
27
NEU
RED
GRN
YEL2-1
DETECTOR
29EVP
6
30
NEU
DWK
SPR
WLK
NEU
DWK
SPR
WLKP2-1
31
NEU
RED
GRN
YEL6-1
32
PB2-1
33
NEU
RED
GRN
YEL6-2
34
NEU
EQ.G
2+5 EVP LIGHT
35
NEU
RED
GRN
YEL6-2
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC102
TEMPORARY SIGNAL SYSTEM B - WIRING DIAGRAM (ALL PHASES)
V-2
V-3
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
4
:
0
2
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 2A\cd131481_tsl009_Phases 2A-2C_SystemC.dgn
CITY OF COTTAGE GROVE, MINNESOTA
FEETSCALE
150 30
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
PH
A
S
E
4
+
7
E
V
P
PHASE 2+5 EVP
PHASE 3+8 EVP
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
83
5
2
4 7
VIDEO DETECTOR CHART
PHASE
V-1 3, 8
LOCATION
POLE 1
CAMERA
V-2 2, 5 POLE 2
V-3 4, 7 POLE 3
SIGNAL HEAD CHART
FACE
2-1, 2-2
R Y FYA G
4-1, 4-2
3-1, 3-2
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
7-1
5-1, 5-2
8-1, 8-2
(35 MPH)
WB 80TH STREET
(3
0
M
P
H
)
NB
E
A
S
T
P
O
I
N
T
D
O
U
G
L
A
S
(30 M
PH)
SB HARDW
OOD AVENUE
(35 MPH)
EB 80TH STREET
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC103
1. UTILIZE EXISTING PEDESTRIAN INDICATIONS.
NOTES:
3-2 3-1 8-2
8-1
5-2
4-2 7-1
4-1
5-1
2-2
2-1
1
2
V-
1
1
2
1
1
TEMPORARY SIGNAL SYSTEM C - STAGE 2A-2C
N 89°47'52" E 245.32
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
4
:
1
5
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 3A\cd131481_tsl010_Phases 3A-3B_SystemC.dgn
CITY OF COTTAGE GROVE, MINNESOTA
FEETSCALE
150 30
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
(3
0
M
P
H
)
NB
E
A
S
T
P
O
I
N
T
D
O
U
G
L
A
S
(35 MPH)
WB 80TH STREET
(30 M
PH)
SB HARDW
OOD AVENUE
(35 MPH)
EB 80TH STREET
PH
A
S
E
4
+
7
E
V
P
PHASE 3+8 EVP
PHASE 2+5 EVP
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC104
VIDEO DETECTOR CHART
PHASE
V-1 3, 8
LOCATION
POLE 1
CAMERA
V-2 2, 5 PORTABLE SIGNAL 1
V-3 4, 7 PORTABLE SIGNAL 2
SIGNAL HEAD CHART
FACE
2-1, 2-2
R Y FYA G
4-1, 4-2
3-1, 3-2
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
7-1
5-1
8-1, 8-2
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
83
5
2
4 7
1. UTILIZE EXISTING PEDESTRIAN INDICATIONS.
NOTES:
V-2
V-
1
V-3
3-2 3-1 8-2 8-1
5-1
2-2
2-17-14-24-1
1
1
2
5-2
2
1
1
TEMPORARY SIGNAL SYSTEM C - STAGE 3A-3B
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
4
:
1
8
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 2C\cd131481_tsl011_Phases 2C_SystemD.dgn
CITY OF COTTAGE GROVE, MINNESOTA
FEETSCALE
150 30
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC105
(2
0
M
P
H
)
SB
H
I
N
T
O
N
A
V
E
(35 MPH)
WB 80TH STREET
(35 MPH)
EB 80TH STREET PH
A
S
E
7
E
V
P
PHASE 2+5 EVP
VIDEO DETECTOR CHART
PHASE
V-1 7
LOCATION
PORTABLE SIGNAL 1
CAMERA
V-2 2, 5 PORTABLE SIGNAL 2
SIGNAL HEAD CHART
FACE
2-1, 2-2
R Y FYA G
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
7-1
5-1, 5-2
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
5
2
7
1. UTILIZE EXISTING PEDESTRIAN INDICATIONS.
NOTES:
V-1
V-2
1
1
7-1
5-1
2-2
2-1
1
1
TEMPORARY SIGNAL SYSTEM D - STAGE 2C
S
CO
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
4
:
2
1
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 3A\cd131481_tsl012_Phases 3A_SystemD.dgn
CITY OF COTTAGE GROVE, MINNESOTA
FEETSCALE
150 30
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC106
(2
0
M
P
H
)
SB
H
I
N
T
O
N
A
V
E
(35 MPH)
WB 80TH STREET
(35 MPH)
EB 80TH STREET
PHASE 2+5 EVP
PH
A
S
E
4
E
V
P
VIDEO DETECTOR CHART
PHASE
V-1 2, 5
LOCATION
PORTABLE SIGNAL 1
CAMERA
V-2 7 POLE 2
SIGNAL HEAD CHART
FACE
2-1, 2-2
R Y FYA G
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
7-1
5-1
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
5
2
7
BAG HEAD
BAG HEAD
1. UTILIZE EXISTING PEDESTRIAN INDICATIONS.
NOTES:
V-1
V-2
5-1
2-2
2-1
7-1
2
1
2
1
TEMPORARY SIGNAL SYSTEM D - STAGE 3A
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
4
:
2
3
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 3B\cd131481_tsl013_Phases 3B_SystemD.dgn
CITY OF COTTAGE GROVE, MINNESOTA
FEETSCALE
150 30
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
(35 MPH)
WB 80TH STREET
(2
0
M
P
H
)
SB
H
I
N
T
O
N
A
V
E
(35 MPH)
EB 80TH STREET
PH
A
S
E
7
E
V
P
PHASE 2+5 EVP
PHASE 6 EVP
VIDEO DETECTOR CHART
PHASE
V-2 7
LOCATION
POLE 2
CAMERA
V-3 6 PORTABLE SIGNAL 2
SIGNAL HEAD CHART
FACE
6-1, 6-2, 6-3
R Y FYA G
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
7-1
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
5
2
7
6
V-1 2, 5 PORTABLE SIGNAL 1
2-1, 2-2
5-1
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC107
BAG HEAD
BAG HEAD
V-1
V-3
V-2
5-1
2-2
2-1
7-1
6-1
6-2
6-3
2
1
2
1
2
2
7-1
V-2
TEMPORARY SIGNAL SYSTEM D - STAGE 3B
HINTON AVE S
HOM
ESTEAD AVE S
80TH ST S
V-1
V-2
V-3
SHEET
na
t
h
a
n
.
s
i
m
o
n
4:
5
4
:
3
4
P
M
12
/
1
5
/
2
0
2
5
Mn
D
O
T
-
p
d
f
_
M
O
T
.
p
l
t
c
f
g
cd
1
3
1
4
8
1
-
s
t
g
_
p
e
n
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 2A\cd131481_tsl014_Phases 2A-2C_SystemF.dgn
CITY OF COTTAGE GROVE, MINNESOTA
FEETSCALE
150 30
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
PHASE 2+5 EVP
PHASE 4 EVP
PHASE 1+6 EVP
PH
A
S
E
3
+
8
E
V
P
(30 MPH)
DOUGLAS RD
SB EAST POINT
EN
T
R
A
N
C
E
GR
O
V
E
P
L
A
Z
A
(30 MPH)
DOUGLAS RD
NB EAST POINT
VIDEO DETECTOR CHART
PHASE
V-1 1, 6
LOCATION
POLE 1
CAMERA
V-2 8 POLE 2
V-4 4 POLE 4
FACE
1-1, 1-2
R Y FYA G
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
2
6
1
8
4
Y G
SIGNAL HEAD CHART
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
2-1, 2-2
4-1
4-2, 4-3
6-1
8-1, 8-2
8-3
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC108
V-3 2 POLE 3
5-1, 5-2
P2-1 PB2-1
1. UTILIZE EXISTING PEDESTRIAN INDICATIONS.
NOTES:
V-2
6-1
1-1
4-2
4-1
1-2
5-1
2-2
2-1
4-3
8-3
5-2
8-2
1
1
2
3
1
1
2
3
8-1
TEMPORARY SIGNAL SYSTEM F - STAGE 2A-2C
S
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SHEET
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DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\Stage 3A\cd131481_tsl015_Phases 3A-3B_SystemF.dgn
CITY OF COTTAGE GROVE, MINNESOTA
FEETSCALE
150 30
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC109
(30 MPH)
DOUGLAS RD
SB EAST POINT
(30 MPH)
DOUGLAS RD
NB EAST POINT
EN
T
R
A
N
C
E
GR
O
V
E
P
L
A
Z
A
PHASE 2 EVP
PH
A
S
E
4
E
V
P
PHASE 1+6 EVP
PH
A
S
E
8
E
V
P
4:
5
4
:
4
5
P
M
Mn
D
O
T
-
p
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f
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M
O
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.
p
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c
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cd
1
3
1
4
8
1
-
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t
b
l
VIDEO DETECTOR CHART
PHASE
V-1 1, 6
LOCATION
POLE 1
CAMERA
V-2 8 POLE 2
V-4 4 POLE 4
FACE
1-1, 1-2
R Y FYA G
INDICATIONS AND PUSH BUTTONS
CONTROLLER PHASING, PEDESTRIAN
PEDESTRIAN PUSH BUTTONS SHALL BE LOCATED AS SHOWN ABOVE
2
6
1
8
4
Y G
SIGNAL HEAD CHART
-FYA DENOTES FLASHING YELLOW ARROW
SHIELDS
POLYCARBONATE WITH BACKGROUND
-ALL SIGNAL HEADS SHALL BE BLACK
12" LED
-ALL SIGNAL INDICATIONS SHALL BE
2-1, 2-2
4-1
4-2, 4-3
6-1
8-1, 8-2
8-3
V-3 2 POLE 3
5-1, 5-2
P2-1 PB2-1
1. UTILIZE EXISTING PEDESTRIAN INDICATIONS.
NOTES:
V-4
V-1
V-3
3
5-2 1
V-2
1 2
6-1
1-1
1-2
1-3
2-2
2-1
4-2
4-1
8-2
8-3
2
8-1
1
1
2
3
2
TEMPORARY SIGNAL SYSTEM F - STAGE 3A-3B
SHEET
na
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DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\cd131481_tempsignal_det_001.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
CLIENT PROJ. NO.
APPROX.
10'
AP
P
R
O
X
.
5
%
S
A
G
SIEMANS MARTIN GRADE GALVANIZED STRAND WIRE.
NOTE: ALL SPAN WIRES AND DOWN GUYS SHALL BE
17' MIN.
19' MAX.
OF POLE LENGTH)
(5' MIN OR 20%
TYPICAL WOOD POLE AND SPAN WIRE MOUNTED TRAFFIC SIGNALS
(NOT TO SCALE)
(NOT TO SCALE)
OVERHEAD SIGNAL BRACE DETAIL
(ABOVE ROADWAY)
20' MOUNTING HEIGHT
(NOT TO SCALE)
E.V.P. OR TRAFFIC DETECTOR WOOD POLE MOUNT
(NOT TO SCALE)
SIGNAL BRACE DETAIL
5 SECTION HEAD OVERHEAD
(AS REQUIRED)
NMC AND CABLES
MN/DOT APPROVED.
NOTE: TETHER CLAMP SHALL BE
(SUPPORT)
7/16" SPAN WIRE
(AS SHOWN IN PLAN)
SIGNAL CABLES
BACKGROUND SHIELD
CLAMP
(STABILIZER)
1/4" SPAN WIRE
WITH SIGNAL TETHER CLAMP
ATTACHED TO SIGNAL HEAD
(1 1/2" X 1 1/2" X 1/4" X 1/4")
ALUMINUM ANGLE IRON
(AS REQUIRED)
WEATHERHEAD
NMC RISER AND
WOOD POLE
IF APPLICABLEE.V.P. LIGHT
(AS SHOWN IN PLAN)SIGNAL CABLES
LOCATION IF LUMINAIRE PRESENTPREFFERED CAMERA MOUNTING
IF NO LUMINAIRE PRESENTPREFERRED CAMERA MOUNTING LOCATION
WOOD POLE
12" BETWEEN GUY AND SPAN SUPPORT
BE BONDED AND GROUNDEDCARRIER CABLE AND GUY WIRE MUST
GROUND WIRE AND CLAMPS
OF SIGNAL HEADNOT HIGHER THAN BOTTOM
(IF APPLICABLE)JUNCTION BOX
NMC RISER AND WEATHERHEAD
(IF APPLICABLE)3/4" NMC
(IF APPLICABLE)PED PUSH BUTTON
ANCHOREXPANDINGGAURD AND METAL GUYGUY WITH7/6" DOWN
(SUPPORT)7/16" SPAN WIRE
(AS SHOWN IN PLAN)SIGNAL CABLES
SEE ALTERNATE 5 SECTION HEAD IF APPLICABLESIGNAL HEAD (AS SHOWN IN PLAN)
BACKGROUND SHIELD
S-HOOK 3/8" MIN. (BREAKAWAY)
TURNBUCKLE (5/16" MIN. EYE BOLTS)
CLAMP (STABILIZER)1/4" SPAN WIRE
AND A WIRE ENTRANCE FITTING.SUSPENSION CLAMP, A BALANCE ADJUSTER,ASSEMBLY SHALL CONSIST OF A CABLETHE ONE-WAY SPAN WIRE MOUNTING
WIRE ENTRANCE FITTING
TETHER CLAMP
ALUMINUM ANGLE IRON
(5/16" MIN. EYE BOLTS)
TURNBUCKLE
(BREAKAWAY)
S-HOOK 3/8" MIN.
SIGNAL HEAD (AS SHOWN IN PLAN)
STRAPS
STAINLESS STEAL
ALUMINUM ANGLE IRON
TETHER CLAMP
WIRE ENTRANCE FITTING
AND A WIRE ENTRANCE FITTING.
SUSPENSION CLAMP, A BALANCE ADJUSTER,
ASSEMBLY SHALL CONSIST OF A CABLE
THE ONE-WAY SPAN WIRE MOUNTING
(STABILIZER)
1/4" SPAN WIRECLAMP
TURNBUCKLE (5/16" MIN. EYE BOLTS)
S-HOOK 3/8" MIN. (BREAKAWAY)
BACKGROUND SHIELD
SEE ALTERNATE 5 SECTION HEAD IF APPLICABLE
SIGNAL HEAD (AS SHOWN IN PLAN)
(AS SHOWN IN PLAN)
SIGNAL CABLES
(SUPPORT)
7/16" SPAN WIRE
WITH SIGNAL TETHER CLAMP
ATTACHED TO SIGNAL HEAD
(1 1/2" X 1 1/2" X 1/4" X 1/4")
ALUMINUM ANGLE IRON
ROADWAY SURFACE
APPROX. 55°
BRACE DETAIL)
OVERHEAD SIGNAL
AS REQUIRED (SEE
ANGLE IRON BRACKETS
TURNBUCKLES AND
BREAKAWAY S-HOOKS,
REQUIRED)
(LENGTH AS
3/4" CONDUIT
(STABILIZER)
1/4" SPAN WIRE
(SUPPORT)
7/16" SPAN WIRE
TRAFFIC DETECTION UNITS
LOCATIONS AND MOVEMENTS OF SIGNAL HEADS AND
UNITS. SEE TEMPORARY INTERSECTION LAYOUT FOR
MOUNTED SIGNAL HEADS AND TRAFFIC DETECTION
SIGNAL CABLE TO ALLOW MOVEMENT OF SPAN WIRE
FOR MULTIPLE TRAFFIC STAGES, COIL SUFFICIENT
MOUNTING HEIGHT)
(40' MINIMUM
AND MAST ARM
LUMINAIRE WITH PEC
IF APPLICABLE
E.V.P. LIGHT
(AS SHOWN IN PLAN)
SIGNAL CABLES
(SEE DETAIL)
IF APPLICABLE
E.V.P. SENSOR
REQUIREMENTS.
ADDITIONAL STRAPPING
SEE CONTRACT DOCUMENTS FOR
18" MAX. BETWEEN STRAPS.
LOCATION IF LUMINAIRE PRESENT
PREFFERED CAMERA MOUNTING
IF NO LUMINAIRE PRESENT
PREFERRED CAMERA MOUNTING LOCATION
WOOD POLE
NMC RISER AND WEATHERHEAD
12" BETWEEN GUY AND SPAN SUPPORT
BE BONDED AND GROUNDED
CARRIER CABLE AND GUY WIRE MUST
GROUND WIRE AND CLAMPS
OF SIGNAL HEAD
NOT HIGHER THAN BOTTOM
ANCHOR
EXPANDING
GAURD AND
METAL GUY
GUY WITH
7/6" DOWN
NMC RISER AND WEATHERHEAD
(AS SHOWN IN PLAN)
SIGNAL HEADS
FLEXIBLE SEALTITE CONDUIT AND FITTINGS
(IF APPLICABLE)
JUNCTION BOX
(IF APPLICABLE)
3/4" NMC
(IF APPLICABLE)
PED PUSH BUTTON
BAND-IT POLE PLATE
E.V.P. DETECTOR
CONNECTION
WATERPROOF
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC110
SHEET
na
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4:
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4
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8
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2
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DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\cd131481_tempsignal_det_002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
CLIENT PROJ. NO.
GRADE 5
7/16" X 2"
LOCKING BOLTS
JAM NUT
BY POLE MFG"R.
1/2" DIMPLE (2)
NIPPLE
CLOSE
O RING
FLANGE
MEMBER
SUPPORTING
BUSHING
HOLE
MOUNTING
7/16"
HOLE
MOUNTING
7/16"
BOLT CIRCLE
4-3/4" DIA.
9-
1
/
2
"
1"
3-
3
/
4
"
1"
5-3/4"
3-
3
/
4
"
SEAL
O-RING
WIREWAY
PVC
4-3/4"
NOM.
1-1/2"
PIPE NIPPLE
STAINLESS STEEL
SCHEDULE 80
1-1/2" HEAVY
HOLES
THREADED
(4) 15/32"
TUBE
PVC
5-1/2"
POLE MFG'R.
POLE HUB BY
C
5-3/4"
4-3/4"
BOLTS 1/2"
LOCKING
WASHER
1/2" LOCK
1/2" NUT
(BY POLE MFG'R.)
1/2" DIMPLE (2)
NOM.
1-1/2"
PIPE
STAINLESS STEEL
SCHEDULE 80
1-1/2" HEAVY
MFG'R.)
(BY POLE
POLE HUB
MFG'R.)
(BY POLE
POLE
HOLES
THREADED
(4) 1/2"
SIGNAL MOUNT)
HOLES (FOR
1" SLOTTED
(4) 7/16" X
FLANGE
COATED WITH ANTI-SEIZE COMPOUND.
ALL THREADED SURFACES TO BENOTE:
PIPE
3 1/2"
THREADED HUB AND FLANGE POLE ADAPTER
EXTENDED THREADED POLE ADAPTER
BOLT ON HUB & FLANGE
TOP VIEW
MAST ARM
12
'
-
8
"
9'
-
6
"
3'
-
2
"
PL
U
M
B
I
Z
E
R
M
O
U
N
T
A
N
G
L
E
MOUNT CAP
ANGLE & STRAIGHT
NOT TO SCALE
BASE
BOTTOM OF
TYPICAL SIGNAL POLE MOUNTING
ADAPTER
FLANGE POLE
THREADED HUB &
SE
C
T
I
O
N
H
E
A
D
S
WI
T
H
4
US
E
S
P
A
C
E
R
S
3'
-
6
"
AB
O
V
E
L
A
N
D
I
N
G
UNIT W/SIGN
PUSHBUTTON
PEDESTRIAN
ACCESSIBLE
PUSHBUTTON
PEDESTRIAN
MOUNT ADAPTOR
BUTTON POLE
APS PUSH
27
"
MI
N
WIRE
HOLE FOR
DRILL 1/2"
ADAPTERS
THREADED POLE
USE EXTENDED
HEAD ASSEMBLIES
SECTION CLUSTER
WHEN MOUNTING 5
1"
1"
PVC WIREWAY
1"
7-
1
/
2
"
2-3/4"
O-RING SEAL
SIDE VIEW
INSERT
THREADED
FOR BLIND
HOLES (2)
DRILL 25/64"
BOTTOM OF BASE
PUSHBUTTON
PEDESTRIAN
3'
-
6
"
10
'
-
0
"
3-
2
"
NOT TO SCALE
MOUNT CAP
STRAIGHT
ANGLE/
PL
U
M
B
I
Z
E
R
MO
U
N
T
ST
R
A
I
G
H
T
AB
O
V
E
S
I
D
E
W
A
L
K
WIRE
HOLE FOR
DRILL 1/2"
14' PEDESTAL MOUNTING
SE
C
T
I
O
N
H
E
A
D
S
WI
T
H
4
US
E
S
P
A
C
E
R
S
UNIT W/SIGN
PUSHBUTTON
PEDESTRIAN
ACCESSIBLE
INSERT & SPACERS
BLIND THREADED
HOLES (3) FOR
DRILL 25/64"
MOUNTING SPACERS
APS PUSHBUTTON
14
'
-
2
"
14
'
-
0
"
15
'
-
5
"
PVC WIREWAY
O-RING SEAL
WHEEL
WITH GRINDING
TO PROPER LENGTH
FIELD CUT ROD
DRILL FOR HOLE
BUSHING, USE 1"
1" OD X 3/4" ID
REMOVE HOLE TEMPLATES
FIELD POSITON SUPPLIED
3/8" SS THREADED ROD
SEE STANDARD PLATE NUMBER 8124A FOR ADDITIONAL SIGNAL POLE DETAILS.
NOTES:
BOTTOM OF BASE
PUSHBUTTON
PEDESTRIAN
3'
-
6
"
10
'
-
0
"
1'
10
'
-
0
"
11
'
-
0
"
NOT TO SCALE
MOUNT CAP
STRAIGHT
ANGLE/
PL
U
M
B
I
Z
E
R
MO
U
N
T
ST
R
A
I
G
H
T
AB
O
V
E
S
I
D
E
W
A
L
K
WIRE
HOLE FOR
DRILL 1/2"
10' PEDESTAL MOUNTING
UNIT W/SIGN
PUSHBUTTON
PEDESTRIAN
ACCESSIBLE
INSERT & SPACERS
BLIND THREADED
HOLES (3) FOR
DRILL 25/64"
MOUNTING SPACERS
APS PUSHBUTTON
AND ADVANCED EVP SENSOR
USED FOR PED HEAD
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC111
SHEET
na
t
h
a
n
.
s
i
m
o
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4:
5
4
:
4
8
P
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/
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0
2
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D
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Stage&TC\7_Temp Signals\cd131481_tempsignal_det_003.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
CLIENT PROJ. NO.
LUCAS SIMONSON
60649 12/15/2025
NS
JAS
DG
TEMPORARY SIGNAL PLANS
SP 8205-159(TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
TC112
TC112
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
5
:
5
8
P
M
12
/
1
1
/
2
0
2
5
pd
f
-
B
a
n
d
W
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1
4
8
1
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p
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T
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S
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b
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OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms000.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ01
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
LEGEND OF SYMBOLS
DIRECT BURIED COMMUNICATION CABLE - INPLACE
CONDUIT - F&I
CONDUIT - INPLACE
CONDUIT FIBER ONLY - INPLACE
CONDUIT FIBER ONLY - F&I
DIRECT BURIED POWER CABLE - INPLACE
FOUNDATION INPLACE, GATE ARM - F&I
FOUNDATION F&I, GATE ARM - F&I
GATE ARM - INPLACE
HANDHOLE - INPLACE
JUNCTION BOX OR CONDULET - INPLACE
JUNCTION BOX OR CONDULET - F&I
LOOP DETECTOR DESIGN PREFORMED
LOOP DETECTOR DESIGN SAWCUT
VIRTUAL DETECTION LOCATION
WARNING FLASHER - INPLACE
WARNING FLASHER - F&I
OVERHEAD SIGN STRUCTURE - INPLACE
OVERHEAD SIGN STRUCTURE - F&I
TOLLING BEACON - F&I
TOLLING BEACON - INPLACE
TOLLING READER
HAVE BEEN FIELD LOCATED
LINESTYLES WITH GPS DESIGNATION
PEDESTAL - INPLACE
PEDESTAL - F&I
RAMP CONTROL SIGNAL (DESIGN ONE-WAY) - F&I
RAMP CONTROL SIGNAL (DESIGN ONE-WAY) - INPLACE
RAMP CONTROL SIGNAL (DESIGN TWO-WAY) - INPLACE
RAMP CONTROL SIGNAL (DESIGN TWO-WAY) - F&I
RAMP CONTROL SIGNAL (DESIGN ONE-WAY)(SCREW IN BASE) - INPLACE
SPLICE VAULT (FIBER OPTIC) - (SPECIFY)
VIDEO CAMERA (CCTV) - (SPECIFY)
SPLICE CABINET - (SPECIFY)
SHELTER CABINET (TMS) - INPLACE
SHELTER CABINET (TMS) - F&I
NON-INTRUSIVE DETECTION/POLE & CAMERA
INTELLIGENT LANE CONTROL SIGN - INPLACE
INTELLIGENT LANE CONTROL SIGN - F&I
LANE CONTROL SIGNAL - SPECIFY
P
S
V
S
N
LCS
NON-INTRUSIVE DETECTION/POLE - INPLACE
NON-INTRUSIVE DETECTION/POLE - F&I
N
FOUNDATION/CABINET (SPECIFY) - INPLACE
FOUNDATION/CABINET (SPECIFY) - F&I
SIG SIGNAL CABINET
DYNAMIC MESSAGE SIGN (DMS) - (SPECIFY) - F&I
DYNAMIC MESSAGE SIGN (DMS) - (SPECIFY) - INPLACE
CONDUIT FIBER ONLY - F&I BORE
CONDUIT - F&I BORE
N
ELECTRICAL SERVICE - INPLACE
PULL VAULT - INPLACEPV
PV PULL VAULT - F&I
ELECTRICAL SERVICE - F&I
PEDESTRIAN GATE - (SPECIFY)
T
E
POWER COMPANY SERVICE PEDESTAL
POWER COMPANY TRANSFORMER
WOOD POLE - F&I
WOOD POLE - INPLACE
GENERATORGEN
MICROWAVE RAMP DETECTION/POST - (SPECIFY)
WIRE FENCEXC
LEGEND OF SYMBOLS
TMS PLAN SHEET INDEX
COMMUNICATIONS SCHEMATICS/TESTINGSZ16-29
TMS CONSTRUCTION DETAILSSZ07-15
TMS CONSTRUCTION PLAN SZ05-06
TMS REMOVAL PLAN SZ03-04
ESTIMATED QUANTITES & CONSTRUCTION NOTESSZ02
TMS COMPONENTS, SHEET INDEX & STANDARD PLATESSZ01
DESCRIPTIONSHEET NO.
THE LAWS OF THE STATE OF MINNESOTA.
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
DESIGNER
DATE LIC. NO.THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER
I HEREBY CERTIFY THAT SHEETS SZ01 THROUGH SZ29 OF THIS PLAN
61533DEC. 9, 2025
NAME
JORDAN D. REIHE
DARRIN L. RICKBEIL
SHEET
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DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms001.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
STATEMENT OF ESTIMATED QUANTITIES
ORANGE CAPS
(2) BURIED FIBER CABLE MARKER POSTS WITH BLACK AND
RESTORATION OF DISTURBED AREA
(1) REMOVAL OF HANDHOLES INCLUDES BACKFILLING AND
PROJECT SPECIFIC NOTES
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ02
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
3. ROLLED EROSION PREVENTION CATEGORY 20 PER MNDOT 2575.3
RATE OF 350 POUNDS/ACRE.
2. FERTILIZER TYPE 3, ANALYSIS 22-5-10 (NPK) APPLIED AT A
1. SEED MESIC INSLOPE
AREAS, IN ACCORDANCE WITH MNDOT 2575.1, 2575.2, 2575.3, AND THE FOLLOWING:
PLACEMENT SHALL BE CONSIDERED INCIDENTAL, APPLIED TO ALL DISTURBED
TURF ESTABLISHMENT & EROSION CONTROL FOR TRAFFIC MANAGEMENT SYSTEM
TURF ESTABLISHMENT AND EROSION CONTROL NOTES:
4. NO OPEN TRENCHING WILL BE ALLOWED IN WETLAND AREAS.
EMPTY CONDUITS SHALL BE CAPPED ON BOTH ENDS - INCIDENTAL.
ENDS OF EMPTY CONDUITS AND LOCATE WIRE SHALL BE INCIDENTAL.
SHALL HAVE A NO 12 LOCATE WIRE FURNISHED AND INSTALLED WITH MINIMUM 3' COIL AT BOTH
3. EMPTY CONDUITS, NOT PLACED IN JOINT TRENCH WITH FILLED CONDUITS FOR ENTIRE LENGTH,
PERFORMING WORK.
2. BORED FIBER OPTIC CABLE LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO
HALFWAY UP SLOPE BETWEEN DITCH AND SHOULDER.
APPROVED BY THE ENGINEER. WHEN CONDUIT MUST BE PLACED ON INSLOPE OF DITCH, PLACE
MINIMUM OF 4' COVER EXISTS FROM THE GROUNDLINE TO THE TOP OF PIPE OR AS OTHERWISE
SHALL BE BORED UNDER CULVERTS UNLESS A MINIMUM OF 3' BELOW THE PIPE FLOW LINE UNLESS A
OTHERWISE SPECIFIED OR APPROVED BY THE ENGINEER. FIBER OPTIC CABLE AT CULVERT LOCATIONS
1. BURIED FIBER OPTIC CABLE SHALL BE PLACED AT LEAST 20 FEET FROM CULVERT OUTLETS, UNLESS
GENERAL CONSTRUCTION NOTES:
TABULATION OF TMS ESTIMATED QUANTITIES SZ
NOTES ITEM NO ITEM UNIT
TOTAL TMS
ESTIMATED
QUANTITIES
(1)2104 REMOVE HANDHOLE EACH 5
2104 REMOVE CABLES LUMP SUM 1
(2)2550 BURIED CABLE SIGN EACH 5
2550 1.5" NON-METALLIC CONDUIT LIN FT 355
2550 2" NON-METALLIC CONDUIT LIN FT 180
2550 LEAD-IN CABLE 2 CONDUCTOR NO 14 LIN FT 1010
2550 TEMPORARY COMMUNICATION SYSTEM LUMP SUM 1
2550 FIBER OPTIC CABLE TESTING LUMP SUM 1
2550 FIBER OPTIC PIGTAIL TERMINATION EACH 6
2550 FIBER OPTIC CABLE SPLICING EACH 1
2550 PULL VAULT EACH 5
2550 LOOP DETECTOR DESIGN PREFORMED EACH 4
2550 ARMORED FIBER OPTIC PIGTAIL 6SM LIN FT 1000
2550 REROUTE FIBER OPTIC CABLE LIN FT 515
2550 1.5" BORED CONDUIT LIN FT 380
2550 2" BORED CONDUIT LIN FT 150
SHEET
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500 100
OF
DATEBYREV.
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms002.dgn
CITY OF COTTAGE GROVE, MINNESOTA
PV
PV
PV
69
70
71
72
73
74
75
76
77
78
1013
1014
1015
1016
1017
1018
1019
1020
1021
2006
2007
2008
2009
2010
2011
2012
1006
1007
1008
1009
1010
1011
1012
1013
2013
2014
2015
2016
2017
2018
2019
2020
2021
2022
69
70
71
72
73
74
75
76
77
78
V
V
V
V
G
G
G
G
N
G
G
G
G
GSIGG
GG
G
SIG G
G
G
G
G
G
SG
SG
SG
SG
1
2
3
4
1
15
11
17
11
28
12
11
15
23
26
21
21
13
15
13 16
17
11
11
17
15
18
24
7 11
19
11
14
6
21
13
34
5
6
7
8
9
10
16
TRAFFIC MANAGEMENT SYSTEM
NB TH 61
SB TH 61
WB 80TH ST
EB 80TH ST
C1675
CAM
7489SM
7495NX
7447N1
7448N2
7385S2
7384S1
7488SX
7496NM
TH61 AT 80TH ST S
REMOVAL LAYOUT
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014 SZ03
SZ29
G
SIG G
GG
G
INSET A
INSET A
8
G
5
14
11
21
1321
22
25
6 10
9
20
14
2
15
11
12
13
14
20
17
27
4
29
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12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms003(notes).dgn
CITY OF COTTAGE GROVE, MINNESOTA
INPLACE 2" NMC & 1-3/C NO. 12
INPLACE 2" NMC & 2-2/C NO. 14
INPLACE 2" NMC & 2-2/C NO. 14
INPLACE 2" NMC & 1-2/C NO. 14
INTERCEPT 2" INPLACE NMC
PROPOSED PULL VAULT (SEE TMS PROPOSED LAYOUT)
ABANDON LOOP DETECTOR
REMOVE 1-2/C NO. 14
INPLACE 2" NMC, 4-2/C NO. 14, & 1-3/C NO. 12
REMOVE HANDHOLE
INPLACE HANDHOLE
ABANDON CONDUIT
REMOVE 1-2/C NO. 14
INPLACE 2" NMC & 1-2/C NO. 14
INPLACE HANDHOLE
INPLACE GROUND MOUNTED TRANSFORMER (XCEL)
INPLACE CONDUIT & POWER CABLES (XCEL)
7902 GRANGE BLVD, COTTAGE GROVE, MN 55016
INPLACE SERVICE CABINET
INPLACE 334 CABINET (CAB61-126.21)
INPLACE 334 SERIES FOUNDATION
INPLACE CCTV CABINET (POLE61-126.22)
INPLACE NON-INTRUSIVE DETECTION HARDWARE (35' POLE)
INPLACE LIGHT FOUNDATION DESIGN E MODIFIED
PULL BACK 1-FO PIGTAIL (6 SM) TO PULL VAULT (PV17)
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM)
REMOVE CABLE & ABANDON CONDUIT
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM)
INTERCEPT 1.5" INPLACE NMC
PROPOSED PULL VAULT (SEE TMS PROPOSED LAYOUT)
ABANDON CONDUIT
PULL BACK 1-FO CABLE (72 SM) TO PROPOSED PULL VAULT (PV16)
INPLACE 1.5" NMC & 1-FO CABLE (72 SM)
INPLACE FO SPLICE VAULT & OUTDOOR FIBER SPLICE ENCLOSURE (SPLICE61-126.21)
INPLACE 1.5" NMC & 1-FO CABLE (72 SM)1
10
ABANDON CONDUIT
PULL BACK 1-FO PIGTAIL (6 SM) TO PULL VAULT (PV17)
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM)
REMOVE 1-2/C NO. 14
INPLACE 2" NMC & 2-2/C NO. 14
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM)
(SEE SIGNAL PLANS)
INPLACE SIGNAL CABINET (SIG SYS ID: 1735480)
REMOVE CABLE & ABANDON CONDUIT
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM)
(SIGNAL INTERCONNECT - SEE SIGNAL PLANS)
REMOVE CABLE
INPLACE 1.5" NMC (IN BRIDGE DECK)
(SEE SIGNAL PLANS)
INPLACE CCTV CAMERA (C1675)
(SEE SIGNAL PLANS)
INPLACE SIGNAL CABINET (SIG SYS ID: 1735478)
(SIGNAL INTERCONNECT - SEE SIGNAL PLANS)
REMOVE CABLE & ABANDON CONDUIT
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM)
REMOVE CABLE & ABANDON CONDUIT
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM) TO SIGNAL CABINET
PULL BACK 1-FO PIGTAIL (6 SM) TO PULL VAULT (PV17) & ABANDON CONDUIT
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM) TO NID
REMOVE CABLE & ABANDON CONDUIT
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM) TO 334MP CABINET
2
3
4
5
6
7
8
9
12
13
14
15
16
17
18
19
20
21
22
23
24
25
TRAFFIC MANAGEMENT SYSTEM
TH61 AT 80TH ST S
REMOVAL NOTES
DARRIN L. RICKBEIL
61533 12/9/2025
11
SZ04
SZ29DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
26
27
28
29
V
V
V
V
N
G
G
G
G
G
G
G
G
G
G
G
G
P
PV
PV
PV
SIG
VT
SIG
VT
P
P
P
PV
PV
69
70
71
72
73
74
75
76
77
78
1013
1014
1015
1016
1017
1018
1019
1020
1021
2006
2007
2008
2009
2010
2011
2012
1006
1007
1008
1009
1010
1011
1012
1013
2013
2014
2015
2016
2017
2018
2019
2020
2021
2022
69
70
71
72
73
74
75
76
77
78
H
H
H
H
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FEETSCALE
500 100
OF
DATEBYREV.
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms004.dgn
CITY OF COTTAGE GROVE, MINNESOTA
8
8
1
2
3
6
4
5
1
8
13
15
8
29
8
13
27
25
24
7
C1675
CAM
WB 80TH ST
EB 80TH ST
NB TH61
SB TH61
5
13
15
13
15 16
21
8
8
17
18
20
30
26C30774
CAM
INSET A
G
G
G
PV
SIG
(NTS)
INSET A
7
6
9
19
20
10 18
18
8
12
11
23
22
6
5
7
1
2
13
3
4
8
9
11
10
1
2
TRAFFIC MANAGEMENT SYSTEM
TH61 AT 80TH ST S
PROPOSED LAYOUT
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014 SZ05
SZ29
7447N1
7448N2
7385S2
7384S1
INTERCEPT EXISTING CONDUIT
12
7496NM
7489SM
7488SX
7495NX
28
28
14
514
24
24
6
SHEET
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12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms005(notes).dgn
CITY OF COTTAGE GROVE, MINNESOTA
INPLACE 2" NMC & 2-2/C NO. 14
INPLACE 2" NMC & 1-2/C NO. 14
INPLACE 1.5" NMC & 1-FO PIGTAIL (6 SM)
F&I LOOP DETECTOR DESIGN PREFORMED (SEE SZ09 FOR LOOP DIMENSIONS)
INPLACE GROUND MOUNTED TRANSFORMER (XCEL)
INPLACE CONDUIT & POWER CABLES (XCEL)
7902 GRANGE BLVD, COTTAGE GROVE, MN 55016
INPLACE SERVICE CABINET
F&I 3-FO PIGTAIL TERMINATIONS
INPLACE 334MP CABINET (CAB61-126.21)
F&I 2" NMC (EMPTY)
REROUTE 1-FO PIGTAIL (6 SM) (FROM PV 14 TO 334 CABINET)
F&I 2" NMC & 2-FO PIGTAILS (6 SM)
INPLACE HANDHOLE
F&I PULL VAULT
F&I 1.5" NMC BORE & 1-FO PIGTAIL (6SM)
F&I PULL VAULT (INTERCEPT EXISTING CONDUIT)
REROUTE 1-FO CABLE (72 SM)(CABLE PULLED BACK TO PV 13)
F&I 1.5" NMC BORE
REROUTE 1-FO CABLE (72 SM)(CABLE PULLED BACK TO PV 13)
F&I 1.5" NMC
F&I FO CABLE SPLICING
INPLACE FO VAULT & OUTDOOR FIBER SPLICE ENCLOSURE(SPLICE61-126.21)
INPLACE 1.5" NMC & 1-FO CABLE (72 SM)1
10
F&I 1-2/C NO. 14
INPLACE 2" NMC & 1-2/C NO. 14
F&I 1-2/C NO. 14
F&I 2" NMC BORE
F&I 1-2/C NO. 14
F&I 2" NMC
PROPOSED CCTV CAMERA (C1675) (SEE SIGNALS PLAN)
PROPOSED CCTV CAMERA (C30774) (SEE SIGNALS PLAN)
F&I 1-FO PIGTAIL TERMINATION
PROPOSED SIGNAL CABINET (SEE SIGNALS PLAN) (SIG SYS ID:23345214)
F&I 1.5" NMC & 1-FO PIGTAIL (6 SM)
F&I 2-FO PIGTAIL TERMINATION
PROPOSED SIGNAL CABINET (SEE SIGNALS PLAN) (SIG SYS ID: 233457215)
F&I 1.5" NMC & 2-FO PIGTAIL (6 SM)
INPLACE CCTV CABINET (POLE61-126.22)
INPLACE NON-INTRUSIVE DETECTION HARDWARE (35' POLE)
F&I 1-FO PIGTAIL (6 SM)
INPLACE 1.5" NMC & REROUTE 1-FO PIGTAIL (6 SM) (FROM PV 14 TO 334 CABINET)
F&I 1-FO PIGTAIL (6 SM)
F&I 1.5" NMC & REROUTE 1-FO PIGTAIL (6 SM) (FROM PV 14 TO 334 CABINET)
F&I 1-2/C NO. 14
INPLACE 2" NMC, 3-2/C NO. 14, & 1-3/C NO. 12
INPLACE 2" NMC & 1-3/C NO. 14
INPLACE 2" NMC & 2-2/C NO. 14
2
3
4
5
6
7
8
9
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
TRAFFIC MANAGEMENT SYSTEM
TH61 AT 80TH ST S
PROPOSED NOTES
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014 SZ06
SZ29
29
30
SHEET
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12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms030.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
DETAIL TABULATION
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ07
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET NO. DETAIL
SZ08 PULL VAULT INSTALLATION
SZ09 PREFORMED LOOP DETECTOR - PART 1
SZ10 LOOP DETECTOR TYPICAL - PART 2
SZ11 CABLE FIBER SLACK INSTALLATION
SZ12 FIBER OPTIC CABLE LABELING
SZ13 BURIED CABLE/FIBER OPTIC VAULT MARKER POSTS
SZ14 LC CONNECTORS
SZ15 LEGEND FOR COMMUNICATION SCHEMATICS
SHEET
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DATEBYREV.
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms031.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ08
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
4
FINISHED GRADE
6
3
5
CONDUIT
2
1
SELECTED ON-SITE MATERIALS
EXCAVATED AREA WITH
BACKFILL & COMPACT
1:6 MAX. SLOPE
GROUND
EXISTING
6
2
1
CONDUIT
OVER CONDUIT ELEVATION
MATERIAL TO 4"
WITH GRANULAR
BACKFILL & COMPACT
GROUND
EXISTING
4
FINISHED GRADE
SELECTED ON-SITE MATERIALS
EXCAVATED AREA WITH
BACKFILL & COMPACT1:6 MAX. SLOPE
3 5
MNDOT
3
CONDUIT
COVER LIFTING ONLY)
PULL SLOTS-(FOR
2-1/2" X 4"
VAULT INSTALLATION (SLOPED AREAS)
VAULT INSTALLATION (LEVEL GROUND)
DIRECTED
8" OR AS
SPECIFIC NOTES
GENERAL NOTES
ATTACHED BY COVER LIFTING SLOTS.
1. DO NOT LIFT ENTIRE PULL VAULT WITH COVER
CONDUIT
& outside
inside
backer
OVER INPLACE CONDUIT
PULL VAULT INSTALLATION
INSTALLATION NOTES
TMS
"MNDOT ANTI-ICING" - ANTI-ICING PROJECTS
"MNDOT LIGHTING" - LIGHTING PROJECTS
"MNDOT SIGNALS" - SIGNAL PROJECTS
"MNDOT TMS" - ITS PROJECTS
SPECIFIC MNDOT USE APPLICATION:
IDENTIFICATION LOGO TO REFLECT
OF THE PULL VAULT.
FILLER ACROSS THE ENTIRE CUTOUT ON THE INSIDE
7. APPLY A FIBERGLASS RESIN AND MAT OR BODY
CUTOUT PIECE IN-PLACE.
OUTSIDE OF THE PULL VAULT TO HOLD THE
6. SCREW/BOLT A BACKER TO THE INSIDE AND
5. SET THE CUT OUT PIECE BACK INTO THE OPENING.
4. SET THE PULL VAULT OVER THE CONDUIT.
HIGH ON THE PULL VAULT SIDE WALL AS NEEDED.
3. CUT A SLOT THE WIDTH OF THE CONDUIT AS
2. F&I BELL ENDS TO THE CONDUITS.
NOT TO DAMAGE INPLACE CABLES.
CONDUIT TO BE INTERCEPTED. USE CAUTION
1. REMOVE APPROX. A 2' SECTION OF THE
DISTURBED AREAS
RESTORE & SEED
DISTURBED AREAS
RESTORE & SEED
SECTION
VAULT EXTENSION
SECTION
VAULT EXTENSION7
7
7
SECTION
VAULT EXTENSION
8
1
1
TO AVOID PLOW DAMAGE
8 SET VAULT FLUSH WITH EXISTING GROUND WHEN NEAR EDGE OF ROAD
TO FACILITATE FUTURE DAMAGE REPAIRS
7 F&I VAULT EXTENSION SECTION AT ALL PULL VAULT INSTALLATIONS
BASE COMPLYING WITH MNDOT 3149.2H. (INCIDENTAL)
6 F&I 1.0' COARSE FILTER AGGREGATE UNDER
AREAS PRIOR TO VAULT INSTALLATION (INCIDENTAL)
5 STRIP TOPSOIL FROM VAULT AND SLOPE
ROLLED EROSION PREVENTION CATEGORY 20 PER MNDOT 2575.3 (INCIDENTAL)
4 RESTORE DISTURBED AREAS FOR TMS INSTALLATION WITH SEED AND
OF 3/4" PVC CONDUIT TO SIT WITHIN 6" OF COVER
3 LOCATOR BALL ATTACHED WITH BLACK TIE WRAP TO 40" LENGTH
PLUG ALL CONDUIT OPENINGS WITH A DRAINABLE COMPOUND
2 F&I BELL ENDS ON THE CONDUITS AND
WITH MATERIAL COMPATIBLE SEALANT. (INCIDENTAL)
1 VAULT OPENINGS FOR CONDUIT INSTALLATION SHALL BE SEALED
SEALANT. (INCIDENTAL)
WITH MATERIAL COMPATIBLE
SHALL BE SEALED INSIDE AND OUTSIDE
CONDUIT INSTALLATION
VAULT OPENINGS FOR
VAULT COVER
BOLT DOWN PULL
VAULT COVER
BOLT DOWN PULL
REVISED 10/9/25
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12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms032.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
BOTTOM OF PAVEMENT (DEPTH VARIES)
BOTTOM OF AGGREGATE BASE (DEPTH VARIES)
GENERAL NOTES:
RAMP LOOP DETECTION
SHOULDER
SHOULDER
TRAFFIC FLOW
SHOULDER
MAINLINE PAVEMENT
CURB/GUTTER
SHOULDER OR CONC.
LOOP DETECTOR HEAD
2"
MIN.
18"
6.0'
6'
6'
6'
6'
6'
6'
6'
6'
3'
3'
TRAFFIC FLOW
25'
MORE THAN
EDGE OF ROADWAY
6'
6'
3/4" NMC
3'
3'
(6
'
M
I
N
.
)
VA
R
I
E
S
(6
'
M
I
N
.
)
VA
R
I
E
S
3'
3'
EDGE OF ROADWAY
SHOULDER OR CURB
SHOULDER OR CURB
ROADWAY, RAMP, OR LOOP
THE DETECTORS LOCATION WITHIN THE
TO DETECTOR SIZE & IS DEPENDENT UPON
THIS DIMENSION VARIES ACCORDING
MAINLINE DETECTORS
JOINT
3.0' FROM TRANS.
NOT LESS THAN
6'
3'
3'
(6
'
M
I
N
.
)
VA
R
I
E
S
2-LOOPS SINGLE LOOP
(NOT TO SCALE)
QUEUE LOOPS
PULL VAULT/HANDHOLE
6" OF TOP COVER
OR EYE BOLT TO WITHIN
ATTACH SPLICE TO 3/4" NMC
PV
PV PV PV
PV
CONDUIT/PULL VAULT INSTALLATION
LOOP DETECTOR - PART ONE
TMS "PREFORMED" RIGID PVC
LOOP DETECTOR DETAIL
TYPICAL PREFORMED RIGID PVC
ELBOW (TYP.)
90° FACTORY
TEE CONDULET
NMC
HANDHOLE
PULLVAULT/
OF SLACK IN PV
PROVIDE MIN. 6.0'
REVISED 11/26/24
HANDHOLE
PULLVAULT/
PANEL JOINT
TRANSVERSE
BARRIER
TO HANDHOLE
3/4" NMC CONDUITS
MIN. THREE TURNS PER FOOT
TWIST TAIL CONDUCTORS
(TYP.)
COUPLING
PULL VAULT.
TO LOOP DETECTOR LEAD IN CABLE IN
SEE SPECIAL PROVISIONS FOR SPLICE
MIN. 6.0' OF CONDUCTOR IN PULLVAULT.
END
BELL
TO PULL VAULT
3/4" NMC CONDUIT CONTINUOUS
THAN 100 MEG OHM.
10. THE LOOP INSULATION RESISTANCE READING MUST BE GREATER
DETECTORS
9. SEE SPECIAL PROVISIONS FOR TESTING REQUIREMENTS OF LOOP
FOR SPLICING TO LEAD IN CABLE.
8. NO SPLICES ALLOWED IN LOOP CONDUCTOR EXCEPT AT PULL VAULT
7. THE LOOP DETECTOR CONDUCTORS SHALL END IN THE PULL VAULT.
TO MAINTAIN DRAINAGE OF THE CONDUIT.
TOWARDS THE PULL VAULT UNDER THE SHOULDER AND/OR CONC. CURB
6. EACH LOOP DETECTOR CONDUIT TO THE PULL VAULT SHALL BE SLOPED
TURNS PER FOOT FROM THE NMC TEE CONNECTOR TO THE PULL VAULT.
5. THE LOOP DETECTOR CONDUCTORS SHALL BE TWISTED MIN. OF THREE
FOR THE RIGID PVC JOINTS.
4. APPROVED RIGID PVC PRIMER AND CEMENT SHALL BE USED
INSIDE THE PULL VAULT.
3. THE 3/4" RIGID PVC SHALL BE CONTINUOUS FROM THE TEE TO
FROM DOWEL BASKET PLACEMENT
ESTABLISHED BEFORE LOOP PLACEMENT TO MAINTAIN A MIN. OF 3.0'
OF THE LANE. PAVEMENT JOINTS FOR CONCRETE PAVING SHALL BE
ON ROADWAY LOCATION AND SHALL BE PLACED IN THE CENTER
2. PREFORMED LOOP DETECTORS ARE VARIABLE SIZED DEPENDING
CONDUCTOR SPLICE KIT REQUIREMENTS.
1. SEE SPECIAL PROVISIONS FOR REQUIRED LOOP DETECTOR AND
END
BELL
3/4" NMC TO PULL VAULT/HH
MIN.
1'
BETWEEN CONDUIT RUNS
1' MIN. SEPERATION
PREFORMED LOOP SIZE TABLE
TURNS PER FOOT
TWIST TAIL CONDUCTORS 3
CONDUCTOR IN HEAD
F&I 4 WRAPS LOOP
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ09
SZ29
SHEET NO.LOOP ID LOOP SIZE
5 7496NM 6'X10'
5 7488SX 6'X12'
5 7495NX 6'X10'
5 7489SM 6'X10'
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
TAPE
PLACE IN ENCAPSULATOR
CUT & REMOVE DRAIN WIRE
STAGGER SOLDERED BUTT SPLICE
TAPE WIRE TOGETHER BEFORE SPLICE
2401 N1
LABEL
TAPE
LOOP ID
DOES NOT RUN OUT
FINISHED SPLICE TO CURE SO EPOXY
FILL ENCAPSULATOR COMPLETELY - ALLOW
NOT PARALLEL TO CABLE
WITH SANDPAPER AROUND CABLE
ROUGHEN 5" OF CABLE JACKET
TO PREVENT SEPARATION FROM SPOUT
TAPE WRAPPED AROUND CYLINDER
REMAINS IN PLACE IF DISTURBED
AND WRAP TAPE AROUND SPOUT TO ENSURE NUT
PLACE WIRE NUT IN ONE END TO BLOCK OPENING
SAWCUT AND PREFORMED LOOPS
LOOP DETECTOR SPLICE FOR
THE SPLICE.
AND LEAD-IN WIRE INTO THE SAME END OF THE TUBE AND ENCAPSULATE
WHEN MIXED AND BECOMES HARD WHEN CURED. F&I BOTH LOOP CONDUCTORS
PART INSULATING RESIN, CONFINED IN A UNIPAK, THAT TURNS BLACK
SPLICE ENCAPSULATOR WITH A PLASTIC TUBE AND END CAP. USE A TWO
STAGGERED. ROUGHEN CABLE JACKET WITH SANDPAPER. PLACE IT INTO
SOLDER THE LOOP CONDUCTOR TO LEAD-IN LEAVING THE JOINTS
REVISED 10/28/25
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12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms033.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ10
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
S1 S3 S4 N4N3N2N1S2
XXXXSX
XXXXEQ
XXXXNX
XXXXSQ
XXXXNM
LOOP
QUEUE
NORTHBOUND
XXXXNQ
LOOP
EXIT
SOUTHBOUND
XXXXSX
LOOP
MERGE
SOUTHBOUND
XXXXSM
LOOP
QUEUE
EASTBOUND
XXXXEQ
LOOP
MERGE
NORTHBOUND
XXXXNM
LOOP
QUEUE
EASTBOUND
XXXXEQ
LOOP
EXIT
NORTHBOUND
XXXXNX
XXXXEQ
DETECTOR FUNCTION DESIGNATIONS
LOOP
PASSAGE
NORTHBOUND
XXXXNP
LOOP
PASSAGE
SOUTHBOUND
XXXXSP
(SAME METHOD SHALL APPLY TO WESTBOUND ROADS)
EP-EASTBOUND RAMP PASSAGE LOOP
EM-EASTBOUND RAMP MERGE LOOP
NM-NORTHBOUND RAMP MERGE LOOP
SQ-SOUTHBOUND RAMP QUEUE LOOP
SP-SOUTHBOUND RAMP PASSAGE LOOP
NX-NORTHBOUND RAMP EXIT LOOP
N4-NORTHBOUND LANE FOUR (LEFT LANE) POSITION
N1-NORTHBOUND LANE ONE (RIGHT LANE) POSITION
LOOP DETECTOR TYPICAL ASSIGNMENT EXAMPLES (NOT ALL ARE DEPICTED)
NOTE:
CABINET
2401 N1
SPLICE
LANE OF TRAFFIC
LOOP CENTERED ON
2401 N1
BLOCK OR STRIP
6" FROM THE TERMINAL
APPLY THE LABEL APPROXIMATELY
EXAMPLE:
(SEE PLAN SHEETS FOR INDEX NO.)
INDEX NO., ABBREVIATED FUNCTION
FOLLOWING INFORMATION:
AT THE CABINET WITH THE
LABEL THE LEAD-IN CABLE
6" FROM THE SPLICE
APPLY THE LABELS APPROXIMATELY
EXAMPLE:
(SEE PLAN SHEETS FOR INDEX NO.)
INDEX NO., ABBREVIATED FUNCTION
WITH THE FOLLOWING INFORMATION:
AND LOOP WIRE AT THE HANDHOLE
LABEL BOTH THE LEAD-IN CABLE
PERMANENT MARKER
AND LABEL USING BLACK
APPLY WHITE ELECTRICAL TAPE
XXXXNP
XXXXSP
LOOP DETECTOR & LEAD IN CABLE LABELING
HANDHOLE
PULL VAULT/
HANDHOLE
PULL VAULT/
LEAD-IN AND THE LOOP WIRE
6' MIN. OF SLACK FOR BOTH THE
XXXXSM
LOOP
QUEUE
SOUTHBOUND
XXXXSQ
XXXXNQ
FREEWAY
FREEWAYLOCAL
P
P
P
P
P
P
PP
P
P
XXXXEP
PLOOP
PASSAGE
EASTBOUND
XXXXEP
P
XXXXEP
LOOP
PASSAGE
EASTBOUND
XXXXEP
N V V V V VVVV
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12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms034.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ11
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
FIBER SLACK INSTALLATION DETAIL
TMS CABLE &
SIGN
SIGNAL CABINET
SHELTER/PATCHING CABINET & ANTI-ICING BUILDING
FDF
PULL VAULT
SPLICE ENCLOSURE
REVISED 7/24/25
IN PULL VAULT
FO PIGTAIL SLACK
PROVIDE 30'
IN PULL VAULT
FO PIGTAIL SLACK
PROVIDE 30'
IN PULL VAULT
FO CABLE SLACK
PROVIDE 30'
IN PULL VAULT
FO PIGTAIL SLACK
PROVIDE 30'
CABINET
334 SERIESCCTV & NID POLE
ADJACENT TO
PULL VAULT
ADJACENT TO CABINET
PULL VAULT
ADJACENT TO CABINET
PULL VAULT
ADJACENT TO SHELTER
PULL VAULT
CABINET
334 SERIES
CABINET
334 SERIES
MICRO FO PIGTAIL
IN PULL VAULT
FO PIGTAIL SLACK
PROVIDE 30'
ADJACENT TO CABINET
PULL VAULT
CONDUIT OPENING)
ARMOR TO WITHIN 36" OF
(STRIP OUTER CABLE JACKET &
SLACK IN SHELTER
PROVIDE 30' FO CABLE
CONDUIT OPENING)
ARMOR TO WITHIN 18" OF
(STRIP OUTER CABLE JACKET &
PROVIDE 15' CABLE SLACK
POLE MOUNTED CCTV CABINET
CONDUIT OPENING)
ARMOR TO WITHIN 18" OF
(STRIP OUTER CABLE JACKET &
(APPROXIMATE LOCATION)
LOOP IN CABINET
PROVIDE 15' SLACK
LENGTH OF SIGN + 15'
PROVIDE SLACK LOOP
(APPROXIMATE LOCATION)
LOOP IN CABINET
PROVIDE 15' SLACK
PULL VAULT
SPLICE VAULT/
FIBER OPTICRECOMMENDATIONS)
PER MANUFACTURER
(STRIP JACKET/ARMOR
FO SPLICE LOCATION
PER CABLE AT EACH
SLACK (PRIOR TO SPLICING)
PROVIDE 100' FO CABLE
IF NOTED IN PLAN
IN PULL VAULT
FO CABLE SLACK
PROVIDE NOTED
AT SPLICE ENCLOSURES
AFTER DEVICES ARE CONNECTED, EXCEPT
IS THE FINAL SLACK LENGTH REQUIRED
SLACK LENGTH NOTED IN EACH SCENARIO
CONDUIT OPENING)
ARMOR TO WITHIN 18" OF
(STRIP OUTER CABLE JACKET &
(APPROXIMATE LOCATION)
LOOP IN SIGNAL CABINET
PROVIDE 15' SLACK
DMS
PULL VAULT
PREFORMED LOOP DETECTOR
PULL VAULT
MICROWAVE RAMP DETECTOR
CONDUIT OPENING)
ARMOR TO WITHIN 18" OF
(STRIP OUTER CABLE JACKET &
(APPROXIMATE LOCATION)
PROVIDE 15' SLACK LOOP IN CABINET
FUTURE USE
"AFTER TERMINATION" FOR
CABLE-LEAVE 30' SLACK COIL
2/C NO.14 LOOP DETECTOR
TERMINATION" FOR FUTURE USE
30' SLACK COIL "AFTER
3/C NO.14 CABLE-LEAVE
CONDUIT OPENING)
ARMOR TO WITHIN 18" OF
(STRIP OUTER CABLE JACKET &
PROVIDE 15' CABLE SLACK
POLE MOUNTED CCTV CABINET
FO PIGTAIL
FO PIGTAIL
FO PIGTAIL
FO PIGTAIL
FO PIGTAIL
FO CABLE
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12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms035.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ12
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
CC
T
V
C
A
B
I
N
E
T
PO
L
E
M
O
U
N
T
E
D
654321
PATCH PANEL
654321
CAM 808
170CAB 94-212.64
101 ST AVE
TH 94 E.B.
SPLICE ENCLOSURE
OUTDOOR FIBER
CONTROLLER
DMS
CAB.
DMS
SIGN
PATCH PANEL 654321 CA
B
9
4
-
2
0
6
.
7
0
94.42 West 24SM 01887M
94.41 East 24SM 01487M
Cab. 94-212.64 12SM 021M
DMS 94-206.70 6SM 421M
DMS 94-206.70 6SM 210M
POLE 94-205.17 6SM 511M
94.41 West 24SM 00152M
94-41 West 24SM 00142M
Panel
Splice
Panel
Patch
GENERAL NOTES
Orange Tape
White Tape
White Tape
White Tape
Yellow Tape
White Tape
White Tape
Yellow Tape
Orange Tape
94.42 West 24SM 01887M
94.41 East 24SM 01487M
White Tape
White Tape
White Tape
Orange Tape
Orange Tape
CA
B
L
E
TR
U
N
K
F
I
B
E
R
CABLETRUNK FIBER
FIBER
PIGTAIL
FIBER
PIGTAIL
FIBER
PIGTAIL
FIBERPIGTAIL
CABLE
TRUNK FIBER
CABLE
TRUNK FIBER
SHELTER NOTES
94.41 West 24SM 00152M
Orange Tape
LDS
PATCH PANEL
654321 654321
(HANGER BRACKETS NOT SHOWN)
FIBER OPTIC SPLICE VAULT
TMS SHELTER CABINET
334Z TYPE DMS CAB.
PATCH PANEL
121110987
* Label the sheath grounding unit
* Label the front of patch panels
* Label splice trays/wheels
* Label the front of the splice
(e.g. 94-12 SM7-12)
the six-paks are spliced to:
splice tray/wheel and inside the
on the outer jacket at both the
* Label the indoor pigtail six-paks
SHEATH GROUNDING UNIT
SHEATHING
ARMORED
INDOOR PIGTAIL
GROUND
OR SIG. SYS. ID NUMBER
CAB. 94-212.64 12SM 181M
334Z OR SIGNAL CABINET
POLE 94-205.17
POLE MOUNTED CCTV CABINET
POLE 94-205.17 6SM 400M
POLE 94-205.17 6SM 424M
NOT SHOWN FOR CLAIRITY.
EXCESS CABLE WRAPS IN VAULT
CAB. 94-212.64 6SM 041M
inside the vault.
length of slack.
enclosure then throughout the
splice panel on the inner jacket
and again to within 18" of the
of the entrance conduit on the outer
- TMS Shelter Cabinets to within 18"
entrance conduit.
of the splice enclosure and the
- FO Splice Vaults to within 18"
between the entrance point
- Pole Mounted CCTV Cabinet
of the entrance conduit on the outer
- 334Z-Type Cabinets to within 18"
* The electrical tape with the
Pigtails (White)
WB (Orange)
EB (Yellow)
SB (Green)
NB (Blue)
* Electrical tape colors:
to where the tape is applied.
01467 = Nearest cable length marking
94.41 = Cable ID#
e.g.: 94.41 East 24SM 01467M.
as shown on this detail.
electrical tape with a permanent marker
6MMSIGN 94-206.70
DMS
CONVERTER
SERIAL
ETHERNET/
SWITCH
FO ETHERNET
SFP1 SFP2
SWITCH
FO ETHERNET
SFP1 SFP2
6 MM
CONVERTER
SERIAL
ETHERNET/
REVISED 10/27/25
654321
654321 654321 654321
SWITCH
FO ETHERNET
SFP1SFP2
SHEET
jo
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7
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OF
DATEBYREV.
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms036.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ13
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
500'
500'
FIBER OPTIC CABLE
FIBER OPTIC SPLICE VAULT
TYPICAL MARKER POST DETAIL AT
FO CABLE
FO
C
A
B
L
E
FO
T
V
XC XC XC XC XC XC XC XC XC
P P
XC XC XC XC
XC XC XC XC XC XC XC XC
XC
XC XC XC XC XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC XC
P
P
P
P
XC XC XC XC XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
P
P
P
P
P
P
XC
P
XC
XC
XC
XC
XC
XC
XC XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC XC XC XC XC XC XC
P
P
P
P
P
P
P
PP
P
XC
XC
P
P
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
XC
FO
FO CABLE
SEE VAULT DETAIL SHEET
VAULT MARKER POST
N
O
I
T
U
A
C
N
O
I
T
U
A
C
N
O
I
T
U
A
C
N
O
I
T
U
A
C
N
O
I
T
U
A
C
N
O
I
T
U
A
C
= BURIED CABLE MARKER POST
ALONG FO CABLE RUN
50 FEET FROM VAULT LOCATION
CABLE MARKER POST AT APPROX.
PLACE FIRST FIBER OPTIC BURIED
N
O
I
T
U
A
C
LABEL
WARNING
6'
-
6
"
POST
MARKER
PLASTIC
ORANGE
TRI-SHAPE
RESISTANT
6'-6"- UV
18" BURY DEPTH
USE ORANGE CAPS AT BURIED CABLE LOCATIONS
THERE IS AN OUTDOOR SPLICE ENCLOSURE OR COIL.
NOTE: USE BLACK CAPS ON FIBER OPTIC VAULT LOCATIONS WHERE
AND AS APPROVED BY THE ENGINEER
NOTE: SIGNS MAY BE MOUNTED ON FACE OF WALLS WHERE NECESSARY
3.0' FROM CABLE WITH SIGN PANEL PARALLEL TO BURIED CABLE
F&I BURIED CABLE MARKER POST SIGN BETWEEN CABLE AND R/W FENCE,
FROM SIGN TO SIGN (THIS INCLUDES CHANGES IN ELEVATION).
F&I ADDITION BURIED CABLE SIGN IF UNABLE TO SEE
AT VAULT LOCATIONS MARKER POST IS PER VAULT DETAIL.
OR AS DIRECTED IN CROSSING PERMIT.
F&I BURIED CABLE MARKER POST SIGN 25 FEET FROM RAILROAD
OR EDGE OF ROADWAY AT ROADWAY CROSSINGS.
F&I BURIED CABLE MARKER POST SIGN 16 FEET BEHIND CURB
INDICATE CHANGE POINT AND NEW DIRECTION.
F&I ONE SIGN AT CHANGE IN CABLE DIRECTION TO
F&I BURIED CABLE MARKER POST SIGN A MAXIMUM OF 500 FEET APART.
MARKER POST
BURIED CABLE/FIBER OPTIC VAULT
- BLACK CAP - FIBER OPTIC SPLICE VAULT
- ORANGE CAP - BURIED CABLE
CAP
ORANGE
N
O
I
T
U
A
C
CAP
BLACK
REVISED 10/27/25
SHEET
jo
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1:
1
7
:
1
3
P
M
12
/
1
1
/
2
0
2
5
pd
f
-
B
a
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W
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13
1
4
8
1
_
p
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t
b
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OF
DATEBYREV.
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms037.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ14
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
EXPANDED VIEW
**
*
n/
c
1
*** = These ports are not to be used. Leave capped.
**
*
n/
c
2
**
*
n/
c
3
**
*
n/
c
4
**
*
n/
c
5
**
*
n/
c
6
**
*
n/
c
7
**
*
n/
c
8
**
*
n/
c
9
**
*
n/
c
10
**
*
n/
c
**
*
n/
c
11
12
***
n/c
***
n/c
***
n/c
***
n/c
***
n/c
***
n/c213456
*** = These ports are not to be used. Leave capped.
***
n/c
***
n/c
***
n/c
***
n/c
***
n/c
***
n/c879101112
4RU 144 POSITION SPLICE/PATCH PANEL
PATCH PANEL : TYPICALLY USED IN SHELTERS AND PATCHING CABINETS
PATCH PANEL : TYPICALLY USED IN POLE CABINETS AND 334 SERIES CABINETS
PATCH PANEL : TYPICALLY USED IN POLE CABINETS AND 334 SERIES CABINETS
***
n/c
***
n/c
***
n/c
***
n/c
***
n/c
***
n/c
1
2
3
4
5
6
WALL MOUNT BOX
1211
9 10
7 8
5 6
3 4
1 2
REVISED 10/9/25
SHEET
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1:
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2
5
pd
f
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13
1
4
8
1
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M
S
.
t
b
l
OF
DATEBYREV.
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms038.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
EXISTING CAMERA WITH PAN AND TILT UNIT
FIBER OPTIC PATCHCORD
DYNAMIC MESSAGE SIGN
= OTDR TEST SPLICE READING ON INPLACE CABLE
= FO CABLE SPLICE POINT & OTDR TEST SPLICE READING
INSERT OTDR SPLICE LOSS INSERT OTDR SPLICE LOSS
SHOT FROM THIS DIRECTION
(TEST SINGLE MODE FIBER AT 1550)
(TEST MULTI MODE FIBER AT 1300)
INSERT OPTICAL LINK LOSS IN dB
READING REQUIRED AT THIS LOCATION
= FURNISHED SPLICE, NO SPLICE OTDR
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
RTMC NET
G-24
CISCO 3750
31
2 4
ETHERNET SWITCH
CAN BE TESTED)
VAULT SO THAT THE FIBERS
TOGETHER IN THE SPLICE
(SPLICE UNUSED FIBERS
170 CONTROLLER170
km
OTDR LENGTH
TO SHELTER
X
X
X
X
X
X
X
X
X
X
X.X
.00 .00
LPECO
km
LENGTH
PIGTAIL OTDR
VAULT ENTRY
SPLICE ENCLOSURE
FIBER OPTIC CABLE MARKINGS @
REFRACTION
INDEX OF
LEGEND FOR COMMUNICATION SCHEMATICS
TESTING ON PROJECT.
INDEX OF REFRACTION USED FOR
PROVIDE CABLE MANUFACTURERS
CABLE
ETHERNET
SPLICE POINT
EXISTING FO CABLE
SPLICE DIAGRAM
FIBER OPTIC PIGTAIL
COMMON ETHERNET EQUIPMENT
SHOT FROM THIS DIRECTION
DMS
FLS
RCS
LDS
ILCS
LD
CHANGEABLE MESSAGE SIGN
FLASHER
RAMP CONTROL SIGNAL
LOOP DETECTOR STATION
LOOP DETECTOR(S)
INTELLIGENT LANE CONTROL SIGN
654321
AT SHELTER OR CABINETS TO SPLICE POINTS IN VAULTS
MEASUREMENTS USING OTDR READINGS FROM CONNECTORS
PROVIDE TRUNK AND PIGTAIL OTDR FIBER LENGTH
ENTRY TO OUTDOOR FIBER SPLICE ENCLOSURE
MARKINGS AT ENTRY TO VAULT AND AT
PROVIDE TRUNK CABLE OUTER JACKET LENGTH
REVISED 11/18/24
POWER METER/OTDR LAUNCH TEST POINT
AND TILT UNIT (BY OTHERS)
PROPOSED CAMERA WITH PAN
BOTH POWERMETER AND OTDR TESTING OF CABLE
NOTE: CABINET TO CABINET PIGTAILS REQUIRE
DETECTOR
SIGN
MESSAGE
DYNAMIC
CONVERTER
SERIAL
ETHERNET/
SFP1 SFP2
SWITCH
FO ETHERNET
SFP3 SFP4
CABLE
ETHERNET
4000 SWITCH
MRD MICROWAVE RAMP DETECTOR
2000 & 3000 SWITCH
PROPOSED DETECTOR (BY OTHERS)
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
DETECTOR CABLE
DETECTOR
PATCH PANEL
121110987654321
654321
DETECTOR
PATCH PANEL
121110987654321
DETECTOR CABLE
SWITCH
FO ETHERNET
CAM 30905
PO
L
E
9
9
9
-
1
0
.
0
8
TH 999 NO. SIDE EAST OF SYCAMORE
PO
L
E
9
9
9
-
1
0
.
2
8
TH 999 NO. SIDE EAST OF SYCAMORE
ETHERNET CABLE
CONVERTER
SERIAL
ETHERNET/
SFP1 SFP2
SWITCH
FO ETHERNET
SFP3 SFP4
654321654321
CONTROLLER
DMS
DMS CONTROLLER
ANTENNA READER
TOLLING ANTENNA
(IN CABINET)
TOLLING READER
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ15
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
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1:
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7
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5
P
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2
5
pd
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13
1
4
8
1
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p
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n
-
T
M
S
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t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms060.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
654321
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
129.75
MP 129.75
TH61 NB AT
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PATCH PANEL
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
DETECTOR CABLE
130.06
PIGTAIL ID#:
DETECTOR
MP 130.06
TH61 NB AT
VAULT TH61 NB NORTH OF GLENN RDOF TH494
VAULT TH61 NB SOUTH
61
-
1
2
9
.
7
5
CA
B
I
N
E
T
3
3
4
M
P
LD
PO
L
E
B
O
X
6
1
-
1
3
0
.
0
6
F-61.124 F-61.123
SH
E
L
T
E
R
T
H
4
9
4
A
T
B
A
I
L
E
Y
R
O
A
D
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ16
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
7
:
1
5
P
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12
/
1
1
/
2
0
2
5
pd
f
-
B
a
n
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W
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p
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f
g
13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms061.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PATCH PANEL
654321
654321
CCTV SIAMESE CABLE
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
CONTROLLER
SIGNAL
CAM 1678
CONTROL/VIDEO
POWER
SI
G
S
Y
S
I
D
2
2
5
1
4
PIGTAIL ID#:
ROAD-NE QUAD
TH61 AT GLENN
PIGTAIL ID#:
PATCH PANEL
654321
654321
CAM 1677
CCTV SIAMESE CABLE
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
PO
L
E
B
O
X
6
1
-
1
2
8
.
8
0
ROAD (MP 128.80)
TH61 NB SOUTH OF GLENN
OF GLENN RD (MP 128.80)
VAULT TH61 NB SOUTHVAULT TH61 NB NORTH OF GLENN RD
F-61.122
CAM1677SIG22514
F-61.121
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ17
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
7
:
1
6
P
M
12
/
1
1
/
2
0
2
5
pd
f
-
B
a
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W
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13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms062.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
654321
PATCH PANEL
654321
654321
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PO
L
E
B
O
X
6
1
-
1
2
7
.
7
5
PATCH PANEL
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
DETECTOR CABLE
128.28
PIGTAIL ID#:
DETECTOR
OF 70TH STREET
VAULT TH61 NB NORTH VAULT TH61 NB SOUTH OF 70TH STREET
70TH STREET (MP 128.28)
TH61 NB NORTH OF
70TH STREET (MP 127.75)
TH61 NB SOUTH OF
PIGTAIL ID#:
F-61.121 F-61.120
127.75
PO
L
E
B
O
X
6
1
-
1
2
8
.
2
8
F-61.119
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ18
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
7
:
1
6
P
M
12
/
1
1
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms063.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PIGTAIL ID#:
PATCH PANEL
654321
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
LED DMS
6SM
CAT6
CONTROLLER
DMS
INSTALL NB 18' DMS
AT MP 127.10
VAULT TH61 NB
F-61.119
F-61.118
CAM 1676
CCTV SIAMESE CABLE
DETECTOR
DETECTOR CABLE
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
CAM1676
MP 127.1
TH61 NB AT
CA
B
6
1
-
1
2
7
.
1
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ19
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
7
:
1
7
P
M
12
/
1
1
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms064.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
126.22
VA
U
L
T
E
N
T
R
Y
SP
L
I
C
E
E
N
C
L
O
S
U
R
E
FI
B
E
R
O
P
T
I
C
C
A
B
L
E
M
A
R
K
I
N
G
S
@
VA
U
L
T
E
N
T
R
Y
SP
L
I
C
E
E
N
C
L
O
S
U
R
E
FI
B
E
R
O
P
T
I
C
C
A
B
L
E
M
A
R
K
I
N
G
S
@
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PO
L
E
B
O
X
6
1
-
1
2
6
.
2
2
DETECTOR
NB
D
E
T
E
C
T
O
R
PATCH PANEL
654321
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONTROLLER
SIGNAL
POWER
SI
G
S
Y
S
I
D
2
3
3
4
5
7
2
1
5
CONTROL/VIDEO
PIGTAIL ID#:
(MP 126.22)
80TH STREET
TH61 NB AT
STREET (MP 126.22)
VAULT TH61 NB AT 80TH
NE QUAD
TH61 AT 80TH ST.
F-61.117
F-61.118
SIG233457215
CAM 30774
PATCH PANEL
654321
654321
TRANSPORT
FO ETHERNET
SFP3 SFP4
PIGTAIL ID#:
126.21
CONVERTER
SERIAL
ETHERNET/
LD
33
4
M
P
C
A
B
6
1
-
1
2
6
.
2
1
PATCH PANEL
654321
PATCH PANEL
654321
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONTROLLER
SIGNAL
NW QUAD
TH61 AT 80TH ST.
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ20
SZ29
PATCH PANEL
654321
654321
PATCH PANEL
654321
654321
LENGTH
PIGTAIL OTDR
km
OTDR LENGTH
TO SHELTER
km
OTDR LENGTH
TO SHELTER
km
TESTING
INSTALLATION AND
FOR SIGNAL PIGTAIL
SEE SIGNAL PLAN
CAM 1675
POWER
CAT6
LENGTH
PIGTAIL OTDR
km
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SFP2SFP1
PIGTAIL ID#:
SIG23345214
SI
G
S
Y
S
I
D
2
3
3
4
5
2
1
4
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
7
:
1
7
P
M
12
/
1
1
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms065.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PIGTAIL ID#:
PATCH PANEL
654321
654321
CAM 1674
CCTV SIAMESE CABLE
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
124.84
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PO
L
E
B
O
X
6
1
-
1
2
5
.
3
0
PO
L
E
B
O
X
6
1
-
1
2
4
.
8
4
COURT (MP 125.30)
TH61 NB AT POINT DOUGLAS
DOUGLAS COURT (MP 125.30)
VAULT TH61 NB AT POINT
(MP 124.84)
TH61 NB AT INGBERG TRAIL
F-61.115F-61.116 F-61.114
VAULT TH61 NB AT INGBERG TR.
CAM1674
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ21
SZ29
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
LED DMS
6SM
CAT6
CONTROLLER
DMS
CA
B
6
1
-
1
2
5
.
6
9
INSTALL NB 18' DMS
CAB125.69
TH61 NB AT MP 125.69
NB
D
E
T
E
C
T
O
R
AT MP 125.69
VAULT TH61 SB
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
F-61.117
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
7
:
1
8
P
M
12
/
1
1
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms066.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PIGTAIL ID#:
PATCH PANEL
654321
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PO
L
E
B
O
X
6
1
-
1
2
4
.
3
3
PATCH PANEL
654321
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
PIGTAIL ID#:
124.33
AVE. (MP 124.33)
VAULT TH61 NB AT JAMAICA
(MP 124.33)
JAMAICA AVE.
TH61 NB AT
CAM 1673
CCTV SIAMESE CABLE
DETECTOR
DETECTOR CABLE
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
CONVERTER
SERIAL
ETHERNET/
PA
T
C
H
P
A
N
E
L
6
5
4
3
2
1
6
5
4
3
2
1
TRANSPORT
FO ETHERNET
SFP1 SFP2
PIGTAIL ID#:
124.34
CONVERTER
SERIAL
ETHERNET/
334 CAB 61-124.34
AVE.-EAST SIDE
TH61 AT JAMAICA
AVE.-WEST SIDE
TH61 AT JAMAICA
PA
T
C
H
P
A
N
E
L
7
8
9
10
11
12
6
5
4
3
2
1
170 LD
RS232
61
-
1
2
4
.
3
3
33
4
C
A
B
170LD
RS232
F-61.113F-61.114 CAM1673
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ22
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
7
:
1
8
P
M
12
/
1
1
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms067.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
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9
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6
5
4
3
2
1
PATCH PANEL
654321
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
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1
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10
9
8
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6
5
4
3
2
1
PO
L
E
B
O
X
6
1
-
1
2
3
.
0
1
PATCH PANEL
654321
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
PIGTAIL ID#:
123.00
(MP 123.00)
INNOVATION RD
TH61 NB AT
CAM 1672
CCTV SIAMESE CABLE
DETECTOR
DETECTOR CABLE
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
CONVERTER
SERIAL
ETHERNET/
61
-
1
2
3
.
0
0
33
4
C
A
B
170LD
RS232
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
PO
L
E
B
O
X
6
1
-
1
2
3
.
6
6
AVE. (MP 123.66)
TH61 NB SOUTH OF JAMAICA
JAMAICA AVE. (MP123.66)
VAULT TH61 NB SOUTH OF
RD. EAST SIDE
TH61 AT INNOVATION
F-61.112F-61.113
F-61.111
INNOVATION RD. (MP 123.00)
VAULT TH61 NB AT
PIGTAIL ID#:
CAM1672
123.66
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ23
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
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1:
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13
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1
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e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms068.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
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19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PIGTAIL ID#:
PATCH PANEL
654321
654321
CAM 1670
CCTV SIAMESE CABLE
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
PIGTAIL ID#:
PATCH PANEL
654321
654321
CAM 1669
CCTV SIAMESE CABLE
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
SE
E
T
H
6
1
/
T
H
9
4
S
H
E
L
T
E
R
S
H
E
E
T
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
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17
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12
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10
9
8
7
6
5
4
3
2
1
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
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44
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32
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22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PO
L
E
B
O
X
6
1
-
1
2
2
.
2
8
PO
L
E
B
O
X
6
1
-
1
2
1
.
7
5
(MP 122.28)
INNOVATION RD.
TH61 NB SOUTH OF
OF INNOVATION ROAD
VAULT TH61 NB, SOUTH
OF KINGSBOROUGH TRAIL
VAULT TH61 NB, NORTH
(MP 121.75)
KINGSBOROUGH TRAIL
TH61 NB, NORTH OF
F-61.110F-61.111
F-61.109
CAM1669CAM1670
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ24
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
7
:
1
9
P
M
12
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1
1
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms069.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
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21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PIGTAIL ID#:
PATCH PANEL
654321
654321
CAM 1668
CCTV SIAMESE CABLE
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
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44
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42
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21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
72
71
70
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68
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66
65
64
63
62
61
60
59
58
57
56
55
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53
52
51
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21
20
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18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PO
L
E
B
O
X
6
1
-
1
2
1
.
0
1
PO
L
E
B
O
X
6
1
-
1
2
0
.
5
5
MP 121.01
TH61 NB AT TH61 NB AT MP 120.55
VAULT TH61 NB MP 120.55AT MP 121.01
VAULT TH61 NB
F-61.108F-61.109
F-61.107
CAM1668
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
CAM 1667
CCTV SIAMESE CABLE
CAM1667
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ25
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
d
a
n
.
r
e
i
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e
1:
1
7
:
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0
P
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0
2
5
pd
f
-
B
a
n
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W
.
p
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13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms070.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
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32
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21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
120.00
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
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34
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32
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22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
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42
41
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39
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37
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33
32
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27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PO
L
E
B
O
X
6
1
-
1
2
0
.
0
0
DETECTOR
NB
D
E
T
E
C
T
O
R
654321
654321
SFP1 SFP2
CONTROLLER
SIGNAL
POWER
SI
G
S
Y
S
I
D
2
2
2
7
3
CONTROL/VIDEO
PIGTAIL ID#:
(MP 120.00)
TH95/MANNING
TH61 NB AT
NE QUAD
TH61 AT TH95/MANNING.
MANNING (MP 120.00)
VAULT TH61 NB AT TH95/
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
119.66
PO
L
E
B
O
X
6
1
-
1
1
9
.
6
6
(MP 119.66)
TH61 NB NORTH OF 122ND ST.
122ND STREET (MP 119.66)
VAULT TH61 NB N. OF
F-61.106F-61.107
F-61.105
PANEL
PATCH
PRE-TERMINATED
SIG22273
CAM 1666
TRANSPORT
FO ETHERNET
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ26
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
d
a
n
.
r
e
i
h
e
1:
1
7
:
2
0
P
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12
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1
1
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms071.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
119.14
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
PO
L
E
B
O
X
6
1
-
1
1
9
.
1
4
DETECTOR
NB
D
E
T
E
C
T
O
R
654321
654321
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONTROLLER
SIGNAL
POWER
SI
G
S
Y
S
I
D
2
0
2
3
3
CONTROL/VIDEO
PIGTAIL ID#:
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
PO
L
E
B
O
X
6
1
-
1
1
8
.
6
3
TH10 (MP 119.14)
TH61 NB AT
WEST SIDE
TH61 AT TH10
(MP 119.14)
VAULT TH61 NB AT TH10
MP 118.63
TH61 NB AT
MP 118.63
VAULT TH61 NB AT
F-61.104F-61.105
F-61.103
PANEL
PATCH
PRE-TERMINATED
CAM 1665
SIG20233
CAM 1664
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
CCTV SIAMESE CABLE
CAM1664
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ27
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
jo
r
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a
n
.
r
e
i
h
e
1:
1
7
:
2
1
P
M
12
/
1
1
/
2
0
2
5
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
13
1
4
8
1
_
p
e
n
-
T
M
S
.
t
b
l
OF
DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms072.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
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3
2
1
PIGTAIL ID#:
PATCH PANEL
654321
654321
DETECTOR CABLE
TRANSPORT
FO ETHERNET
SFP1 SFP2
CONVERTER
SERIAL
ETHERNET/
72
71
70
69
68
67
66
65
64
63
62
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1
PO
L
E
B
O
X
6
1
-
1
1
8
.
1
6
PIGTAIL ID#:
PATCH PANEL
654321
654321
CAM 1663
DETECTOR
NB
C
C
T
V
&
D
E
T
E
C
T
O
R
CCTV SIAMESE CABLE
(MP 118.16)
KINGS COVE MARINA
TH61 NB AT
SWITCH
CISCO
BUILDING
ANTI-ICING
TH61 SB AT
AT ANTI-ICING BLDG
VAULT TH61 NB
F-61.102F-61.103
ANTI-ICE
CAM1663
AT MP 118.16
VAULT TH61 NB
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ28
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
SHEET
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DATEBYREV.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\TMS\cd131481_500tms073.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH
OAKDALE, MINNESOTA 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BUILDING 1 - SUITE E130
72
71
70
69
68
67
66
65
64
63
62
61
60
59
58
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55
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1
TRANSPORT
FO ETHERNET
SFP1 SFP2
CAM 1662
CONVERTER
SERIAL
ETHERNET/
6
5
4
3
2
1
PIGTAIL ID#:
117.45
PA
T
C
H
P
A
N
E
L
6
5
4
3
2
1
6
5
4
3
2
1
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1
1
7
.
4
5
33
4
C
A
B
HASTINGS BRIDGE
TH61 NORTH END
CAT 6/POWER
BOOST
SIGNAL
ETHERNET
JUNCTION BOX
CAM 1661
HASTINGS BRIDGE
TH61 SOUTH END
CAT 6/POWER
BOOST
SIGNAL
ETHERNET
JUNCTION BOX
BRIDGE-SOUTH END
TH61 BENEATH HASTINGS
FI
B
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L
6
5
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3
2
1
6
5
4
3
2
1
TRANSPORT
FO ETHERNET
SFP1 SFP2
6
5
4
3
2
1
CONTROLLER
SIGNAL
TH61 AT 4TH STREET
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6
1
PIGTAIL ID#:
OF 3RD STREET
VAULT TH61 SM, NORTH
F-61.102 F-61.102
SIG21004
DARRIN L. RICKBEIL
61533 12/9/2025 JHF
JDR
DLR
TRAFFIC MANAGEMENT SYSTEM
SZ29
SZ29
SP 8205-159 (TH 61), SP 180-102-020, SAP 082-639-008, SP 180-112-014
20'-0"
13
1
4
8
1
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/
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5
TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\Br.82019\s223_2_spn.dgn
MODIFIED
ABUTMENT TYPE
TYPE
INTEGRAL / SEMI-INTEGRAL
WEST ABUT.EAST ABUT.
TYPE WEST ABUT.EAST ABUT.
EXPANSION JOINT TYPE
E8
E5
NONE
WIDTH
4 INCH
0 INCH
WEST ABUT.EAST ABUT.
A
B
SILL DETAIL
OPTION
C
A (MAINLINE)
B (SHOULDER)
PARAPET - DAVIDSON
PARAPET - END BLOCK
BRIDGE
APPROACH PANEL PLAN
BRIDGE NO. 82019
1
2
3
4
5
6
STANDARD PLANS 5-297.226 AND 5-297.227.
AND JOINT REQUIREMENTS FOR TRANSVERSE AND LONGITUDINAL JOINTS ARE SHOWN ON
APPROACH PANEL LENGTHS ARE MEASURED ALONG CENTERLINE OF ROADWAY. PANEL SIZE
INFORMATION, EXTENDED GUTTER LINE DIMENSIONS, AND ADDITIONAL INFORMATION.
REFER TO STANDARD PLAN 5-297.223 (6 OF 6) FOR ADDITIONAL CURB TRANSITION
REFER TO ROADWAY PLANS FOR PAVEMENT AND SHOULDER WIDTHS AND CONFIGURATION.
STANDARD PLAN 5-297.223 (6 OF 6).
STATION AND ELEVATION AT EXTENDED GUTTER LINE FROM BRIDGE. REFER TO
REINFORCEMENT, COVER PLATES, AND PAYMENT.
THE END OF THE WINGWALL. REFER TO BRIDGE PLAN FOR BARRIER/PARAPET
PANEL. FOR PARALLEL WINGWALLS THE BARRIER MUST ALSO EXTEND TO OR BEYOND
CONCRETE BARRIER/PARAPET MUST EXTEND 13'-4" MINIMUM ONTO THE APPROACH
TO ACCOMMODATE GUARDRAIL CONNECTION AND CRASH TEST REQUIREMENTS THE
EXPANSION JOINT DETAILS.
OR PARAPET. REFER TO STANDARD PLANS 5-297.226 AND 5-297.227 FOR
QUANTITY IS TO BE PAID FOR SEPARATELY, MEASURED FROM BACK OF CURB, BARRIER,
REFER TO TABLE FOR EXPANSION JOINT TYPE. APPROACH PANEL EXPANSION JOINT
7
OF START/END OF BRIDGE AND APPROACH PANEL.
REFER TO LONGITUDINAL SECTION A-A ON STANDARD PLAN 5-297.224 FOR DELINEATION
REFER TO SPEC. 2406 FOR ADDITIONAL INFORMATION.
CATCH BASIN DETAILS ARE SHOWN ON CONSTRUCTION PLAN SHEETS.
GENERAL DRAINAGE DETAILS ARE SHOWN ON STANDARD PLAN 5-297.226 AND 5-297.228.
CURBING, IF REQUIRED, ARE INCLUDED IN THE APPROACH PANEL PAY ITEM.
SILL DOES NOT INTERFERE WITH GUARDRAIL POST PLACEMENT. CONCRETE SILL AND
LANES AND SHOULDERS AS SHOWN ON STANDARD PLAN 5-297.225. ENSURE THAT
EXTEND THE EXPANSION JOINT AND THE SILL ALONG THE WIDTH OF THE TRAFFIC
IF A CONCRETE SILL IS REQUIRED BENEATH APPROACH PANEL EXPANSION JOINT
REFER TO THE BRIDGE PLANS FOR THE LAYOUT OF THE WINGWALLS.
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
INCH2
12
UNDER THE LAWS OF THE STATE OF MINNESOTA.
I AM A DULY LICENSED PROFESSIONAL ENGINEER
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
PRINTED NAME:
DATE
LIC. NO.
CERTIFIED BY:
LICENSED PROFESSIONAL ENGINEER
BRIDGE APPROACH PANEL LAYOUT
(GREATER THAN 0° UP TO 15° SKEW LEFT)
GENERAL NOTES:
THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
5-297.223
PLAN
STANDARD
2 OF 6
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
APPROACH PANEL
EDGE OF
BARRIER/PARAPET
BACK OF
"2
11
44'-0"44'-0"VARIES
MEDIANGUTTER LINE TO GUTTER LINE
"2
11'-7 "2
11'-8
PANEL CONSTRUCTION JOINT
CONCRETE APPROACH
VARIES
"2
145'-8
SECTION A-A
GUTTER LINE TO GUTTER LINE
APPROACH PANEL WIDTH AT BEGINNING/END OF BRIDGE
CONCRETE BARRIER
BACK FACE OF
CONCRETE BARRIER
BACK FACE OF
MEDIAN
RAISED CONCRETE
GUTTERLINE
GUTTERLINE
O = 09°58'18.0"
80TH ST. E.B. �
BRG. W. ABUT. � 20'-0"5
APPROACH PANEL
EL. 815.85
STA. 71+60.77
EL. 815.97
STA. 71+60.14
EL. 816.43
STA. 71+57.76
EL. 816.92
STA. 71+56.15
EL. 816.49
STA. 71+37.76
EL. 816.10
STA. 71+40.04
EL. 816.71
STA. 71+36.18
EL. 816.02
STA. 71+40.62
EL. 814.90
STA. 71+65.00
EL. 815.29
STA. 71+63.24
EL. 814.41
STA. 74+65.05
EL. 814.02
STA. 74+69.93
EL. 814.56
STA. 74+45.60
EL. 814.36
STA. 74+49.96
EL. 813.66
STA. 74+59.80
EL. 813.68
STA. 74+56.86
EL. 813.52
STA. 74+77.16
APPROACH PANEL
5
DETAILS (TYP.)
PLANS FOR CORNER
REFER TO BRIDGE
DETAILS (TYP.)
PLANS FOR CORNER
REFER TO BRIDGE
PAVEM
ENT W
IDTH
PAVEM
ENT W
IDTH
SHLD.
SHLD.
W
ALK
STAGE 2
STAGE 3
4
4
4
4
STAGE 2 CONSTRUCTION STAGE 3 CONSTRUCTION
(TYP.)3 (TYP.)3
77
1
11
1
A
A
PAVEM
ENT W
IDTH
SHLD.
W
ALK
STAGE 34
4
PAVEM
ENT W
IDTH
SHLD.
STAGE 24
4
" (EAST END)4356'-8
" (WEST END)4152'-5
" (EAST END)41102'-5
" (WEST END)4398'-1
ADDITIONAL INFORMATION.
ADJUSTED TO CONFORM TO NAVD 88, FIELD VERIFY. SEE BRIDGE PLANS FOR
MATCH ALIGNMENT INFORMATION IN GRADING PLANS. ELEVATIONS ARE
STATIONING IS BASED ON THE ORIGINAL BRIDGE PLANS DATED 1981 AND MAY NOT
AP1
AP13
3
3
GUTTERLINE
GUTTERLINE
APPROACH PANEL
EDGE OF
BARRIER/PARAPET
BACK OF
SIDEWALK
TOP OF
8
9 " THICKNESS SELF-LEVELING SILICONE IN ACCORDACE WITH SPEC. 3722.21SEAL WITH
" x 1'-0" LOW DENSITY POLYSTYRENE.21
8
9
"210
"211
APPROACH PANEL
BRIDGE APPROACH PANEL
80TH ST. W.B. �
BRG. E. ABUT. �
ROADWAY/MEDIAN �
EL. 815.50
STA. 71+42.90
EL. 815.54
STA. 71+44.49 EL. 812.86
STA. 74+87.81
EL. 813.33
STA. 74+80.26
EL. 813.18
STA. 74+67.02
EL. 812.66
STA. 74+72.16
EL. 812.59
STA. 74+91.19
6
6
66
EXPANSION JOINT 2 EXPANSION JOINT 2
O = 09°58'18.0"
END OF BARRIER
STA. 71+51.18
END OF BARRIER
DENOTES MODIFICATION FROM STANDARD PLAN**
**
*
*
*
SHEET
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i
d
g
e
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
BRIDGE NO. 82019
NOTES:
STANDARD PLATE 8337.
UNANCHORED TEMPORARY PORTABLE PRECAST BARRIER PER MnDOT
GAP BETWEEN EXISTING AND NEW APPROACH PANEL.
MEDIAN, AND CONCRETE BARRIER.
DENOTES REMOVAL OF EXISTING APPROACH PANEL, CONCRETE
ALL SECTIONS SHOWN LOOKING EAST ALONG 80TH ST.
THE START OF CONSTRUCTION.
FIELD VERIFY DIMENSIONS FROM THE ORIGINAL 1981 PLANS BEFORE
2433.
LIMITS BEFORE CUTTING. REMOVE IN ACCORDANCE WITH SPEC.
OUTLINE THE CUTTING LIMITS AND SEEK ENGINEERS APPROVAL OF
1
2
0.023'/FT.
STAGE 2 REMOVAL
OF BRIDGE, WEST APPROACH SHOWN)
(WIDTHS SHOWN ARE AT THE BEGINNING/END
STAGE 2 CONSTRUCTION
OF BRIDGE, WEST APPROACH SHOWN)
(WIDTHS SHOWN ARE AT THE BEGINNING/END
STAGE 3 REMOVAL
OF BRIDGE, WEST APPROACH SHOWN)
(WIDTHS SHOWN ARE AT THE BEGINNING/END
STAGE 3 CONSTRUCTION
OF BRIDGE, WEST APPROACH SHOWN)
(WIDTHS SHOWN ARE AT THE BEGINNING/END
"±2
145'-8
REMOVE CONCRETE APPROACH & MEDIAN
"± (EAST END)4
157'-1
"± (WEST END)4
352'-9
EXISTING APPROACH PANEL TO REMAIN IN PLACE
BRIDGE APPROACH PANEL (STAGE 2)
MEDIAN
" (EAST END)8
551'-2
" (WEST END)8
749'-0
"2
11'-7
"±2
145'-8
EXISTING APPROACH PANEL TO REMAIN IN PLACE
" (EAST END)8
15'-6
" (WEST END)8
33'-4
MEDIAN
" (EAST END)8
15'-7
" (WEST END)8
33'-5
"2
11'-7
44'-0"
BRIDGE APPROACH PANEL (STAGE 2)
" (EAST END)8
551'-2
" (WEST END)8
749'-0
GUTTERLINE TO GUTTERLINE
GUTTERLINE TO GUTTERLINE
"±2
145'-8
REMOVE CONCRETE APPROACH & BARRIER
1
1
" (EAST END)8
15'-7
" (WEST END)8
33'-5
" (EAST END)8
15'-6
" (WEST END)8
33'-4
"2
11'-8
44'-0"
"2
11'-7
44'-0"
" (EAST END)8
15'-7
" (WEST END)8
33'-5
" (EAST END)8
15'-6
" (WEST END)8
33'-4
BRIDGE APPROACH PANEL (STAGE 2)
" (EAST END)8
551'-2
" (WEST END)8
749'-0
BRIDGE APPROACH PANEL (STAGE 3)
" (EAST END)8
551'-2
" (WEST END)8
749'-0
GUTTERLINE TO GUTTERLINE GUTTERLINE TO GUTTERLINE
46'-0"±
0.023'/FT.
2
2
0.023'/FT.
0.023'/FT.
0.023'/FT.
0.023'/FT.
0.023'/FT.
0.023'/FT.
APPROACH PANEL
#SIGNXXX
#LICXXX #SIGNDATE
ATP
ERB
ERB
SP 180-112-014, SAP 082-639-008, SAP 180-020-015
SP 8205-159 (TH61), SP 180-102-020,
TH61
AP13
AP2
2
2
80TH ST. W.B. �
80TH ST. W.B. �
80TH ST. W.B. �
80TH ST. W.B. �
80TH ST. E.B. �
80TH ST. E.B. �
80TH ST. E.B. �
80TH ST. E.B. �
ROADWAY �
MEDIAN
MEDIAN
ROADWAY �
CUT LINE
ROADWAY �
"± (EAST END)4111'-1
"± (WEST END)4396'-
44'-0"
"± (EAST END)815'-6
"± (WEST END)833'-4
ROADWAY � BARRIER
PRECAST
BARRIER
PRECAST
BARRIER
PRECAST
BARRIER
PRECAST
20'-2"
13
1
4
8
1
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12
/
1
2
/
2
0
2
5
TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\Br.82020\s223_2_spn.dgn
MODIFIED
ABUTMENT TYPE
TYPE
INTEGRAL / SEMI-INTEGRAL
WEST ABUT.EAST ABUT.
TYPE WEST ABUT.EAST ABUT.
EXPANSION JOINT TYPE
E8
E5
NONE
WIDTH
4 INCH
0 INCH
WEST ABUT.EAST ABUT.
A
B
SILL DETAIL
OPTION
C
A (MAINLINE)
B (SHOULDER)
PARAPET - DAVIDSON
PARAPET - END BLOCK
APPROACH PANEL PLAN
BRIDGE NO. 82020
1
2
3
4
5
6
STANDARD PLANS 5-297.226 AND 5-297.227.
AND JOINT REQUIREMENTS FOR TRANSVERSE AND LONGITUDINAL JOINTS ARE SHOWN ON
APPROACH PANEL LENGTHS ARE MEASURED ALONG CENTERLINE OF ROADWAY. PANEL SIZE
INFORMATION, EXTENDED GUTTER LINE DIMENSIONS, AND ADDITIONAL INFORMATION.
REFER TO STANDARD PLAN 5-297.223 (6 OF 6) FOR ADDITIONAL CURB TRANSITION
REFER TO ROADWAY PLANS FOR PAVEMENT AND SHOULDER WIDTHS AND CONFIGURATION.
STANDARD PLAN 5-297.223 (6 OF 6).
STATION AND ELEVATION AT EXTENDED GUTTER LINE FROM BRIDGE. REFER TO
REINFORCEMENT, COVER PLATES, AND PAYMENT.
THE END OF THE WINGWALL. REFER TO BRIDGE PLAN FOR BARRIER/PARAPET
PANEL. FOR PARALLEL WINGWALLS THE BARRIER MUST ALSO EXTEND TO OR BEYOND
CONCRETE BARRIER/PARAPET MUST EXTEND 13'-4" MINIMUM ONTO THE APPROACH
TO ACCOMMODATE GUARDRAIL CONNECTION AND CRASH TEST REQUIREMENTS THE
EXPANSION JOINT DETAILS.
OR PARAPET. REFER TO STANDARD PLANS 5-297.226 AND 5-297.227 FOR
QUANTITY IS TO BE PAID FOR SEPARATELY, MEASURED FROM BACK OF CURB, BARRIER,
REFER TO TABLE FOR EXPANSION JOINT TYPE. APPROACH PANEL EXPANSION JOINT
7
OF START/END OF BRIDGE AND APPROACH PANEL.
REFER TO LONGITUDINAL SECTION A-A ON STANDARD PLAN 5-297.224 FOR DELINEATION
REFER TO SPEC. 2406 FOR ADDITIONAL INFORMATION.
CATCH BASIN DETAILS ARE SHOWN ON CONSTRUCTION PLAN SHEETS.
GENERAL DRAINAGE DETAILS ARE SHOWN ON STANDARD PLAN 5-297.226 AND 5-297.228.
CURBING, IF REQUIRED, ARE INCLUDED IN THE APPROACH PANEL PAY ITEM.
SILL DOES NOT INTERFERE WITH GUARDRAIL POST PLACEMENT. CONCRETE SILL AND
LANES AND SHOULDERS AS SHOWN ON STANDARD PLAN 5-297.225. ENSURE THAT
EXTEND THE EXPANSION JOINT AND THE SILL ALONG THE WIDTH OF THE TRAFFIC
IF A CONCRETE SILL IS REQUIRED BENEATH APPROACH PANEL EXPANSION JOINT
REFER TO THE BRIDGE PLANS FOR THE LAYOUT OF THE WINGWALLS.
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
INCH2
12
UNDER THE LAWS OF THE STATE OF MINNESOTA.
I AM A DULY LICENSED PROFESSIONAL ENGINEER
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
PRINTED NAME:
DATE
LIC. NO.
CERTIFIED BY:
LICENSED PROFESSIONAL ENGINEER
BRIDGE APPROACH PANEL LAYOUT
(GREATER THAN 0° UP TO 15° SKEW LEFT)THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
5-297.223
PLAN
STANDARD
2 OF 6
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
APPROACH PANEL
EDGE OF
BARRIER
BACK OF
"2
11
MEDIANGUTTER LINE TO GUTTER LINE
"2
11'-7 "2
11'-8
PANEL CONSTRUCTION JOINT
CONCRETE APPROACH
VARIES
SECTION A-A
GUTTER LINE TO GUTTER LINE
APPROACH PANEL WIDTH AT BEGINNING/END OF BRIDGE
STAGE 1 COSTRUCTION STAGE 2 COSTRUCTION
" (EAST END)8
727'-8
" (WEST END)2
111'-7
44'-0"
CONCRETE MEDIAN
EDGE OF
32'-0" (EAST END)
44'-0" (WEST END)
" 2
145'-8" (EAST END)8
361'-4
57'-3" (WEST END)
" (EAST END)8
7107'-0
" (WEST END)2
11102'-1
EL. 816.23
STA. 67+97.24
EL. 815.66
STA. 67+77.22
EL. 816.03
STA. 67+98.20
EL. 815.12
STA. 67+73.43
EL. 815.05
STA. 67+93.43
EL. 815.54
STA. 67+74.66
EL. 815.96
STA. 67+94.66
EL. 815.86
STA. 67+76.44
EL. 816.36
STA. 67+96.44
EL. 815.51
STA. 68+00.26
EL. 816.76
STA. 69+99.94
EL. 816.55
STA. 70+19.94
EL. 816.81
STA. 70+21.17
EL. 816.87
STA. 70+01.17
EL. 817.11
STA. 70+04.04
EL. 816.90
STA. 70+24.06
EL. 816.64
STA. 70+05.00
EL. 815.77
STA. 70+07.06
EL. 816.17
STA. 70+27.08
EL. 816.41
STA. 70+25.02
EL. 816.77
STA. 70+22.13
EL. 817.03
STA. 70+02.13
GUTTERLINE
CONCRETE BARRIER
BACK FACE OF
GUTTERLINE
BRIDGE
BRIDGE
BRG. W. ABUT. �
6
6
6
DETAILS (TYP.)
PLANS FOR CORNER
REFER TO BRIDGE
DETAILS (TYP.)
PLANS FOR CORNER
REFER TO BRIDGE
1 1
1
1
(TYP.)3
(TYP.)3
SH
L
D
.
PA
V
E
M
E
N
T
W
I
D
T
H
PA
V
E
M
E
N
T
W
I
D
T
H
SH
L
D
.
WA
L
K
WA
L
K
SH
L
D
.
PA
V
E
M
E
N
T
W
I
D
T
H
PA
V
E
M
E
N
T
W
I
D
T
H
SH
L
D
.
4
4
4
4 4
4
4
4
A
A
5
APPROACH PANEL
O = 03°55'20.0"
7
7
5
APPROACH PANEL
O = 03°55'20.0"
8
9
20'-2"
END OF BARRIER
END OF BARRIER
ADDITIONAL INFORMATION.
ADJUSTED TO CONFORM TO NAVD 88, FIELD VERIFY. SEE BRIDGE PLANS FOR
MATCH ALIGNMENT INFORMATION IN GRADING PLANS. ELEVATIONS ARE
STATIONING IS BASED ON THE ORIGINAL BRIDGE PLANS DATED 1982 AND MAY NOT
AP3
AP13
3
3
APPROACH PANEL
EDGE OF
BARRIER/PARAPET
BACK OF
SIDEWALK
TOP OF
8
9
"210
"211
" THICKNESS SELF-LEVELING SILICONE IN ACCORDACE WITH SPEC. 3722.21SEAL WITH
" x 1'-0" LOW DENSITY POLYSTYRENE.21
GENERAL NOTES:
GUTTERLINE
GUTTERLINE
80TH ST. W.B. �
80TH ST. E.B. �
EL. 815.55
STA. 67+78.18
EL. 814.97
STA. 67+80.24
MEDIAN
RAISED CONCRETE
CONCRETE BARRIER
BACK FACE OF
APPROACH PANEL
APPROACH PANEL
BRG. E. ABUT. �
ROADWAY �
6
EXPANSION JOINT 2ST
A
G
E
2
ST
A
G
E
1
ST
A
G
E
2
ST
A
G
E
1
EXPANSION JOINT 2
*
DENOTES MODIFICATION FROM STANDARD PLAN*
*
*
*
*
*
SHEET
er
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.
b
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12
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/
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2
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2
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pd
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4
8
1
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d
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e
.
t
b
l
OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
"±2
145'-8
"2
11'-7
"2
11'-8
44'-0"
"2
11'-7
"±2
145'-8
STAGE 3 CONSTRUCTION
STAGE 3 REMOVAL
STAGE 2 REMOVAL
STAGE 2 CONSTRUCTION
BRIDGE NO. 82020
GUTTERLINE TO GUTTERLINE
BRIDGE APPROACH PANEL (STAGE 2)
MEDIAN
BRIDGE APPROACH PANEL (STAGE 2)
GUTTERLINE TO GUTTERLINE
BRIDGE APPROACH PANEL (STAGE 3)
GUTTERLINE TO GUTTERLINE
BRIDGE APPROACH PANEL (STAGE 2)
GUTTERLINE TO GUTTERLINE MEDIAN
REMOVE CONCRETE APPROACH & MEDIAN NOTES:
STANDARD PLATE 8337.
UNANCHORED TEMPORARY PORTABLE PRECAST BARRIER PER MnDOT
GAP BETWEEN EXISTING AND NEW APPROACH PANEL.
MEDIAN, AND CONCRETE BARRIER.
DENOTES REMOVAL OF EXISTING APPROACH PANEL, CONCRETE
ALL SECTIONS SHOWN LOOKING EAST ALONG 80TH ST.
THE START OF CONSTRUCTION.
FIELD VERIFY DIMENSIONS FROM THE ORIGINAL 1981 PLANS BEFORE
2433.
LIMITS BEFORE CUTTING. REMOVE IN ACCORDANCE WITH SPEC.
OUTLINE THE CUTTING LIMITS AND SEEK ENGINEERS APPROVAL OF
1
2
OF BRIDGE, WEST APPROACH SHOWN)
(WIDTHS SHOWN ARE AT THE BEGINNING/END
OF BRIDGE, WEST APPROACH SHOWN)
(WIDTHS SHOWN ARE AT THE BEGINNING/END
OF BRIDGE, WEST APPROACH SHOWN)
(WIDTHS SHOWN ARE AT THE BEGINNING/END
OF BRIDGE, WEST APPROACH SHOWN)
(WIDTHS SHOWN ARE AT THE BEGINNING/END
1
1
34'-0"± (EAST END)
46'-0"± (WEST END)
32'-0" (EAST END)
44'-0" (WEST END)
32'-0" (EAST END)
44'-0" (WEST END)1'-71
2"
32'-0" (EAST END)
44'-0" (WEST END)
"± (EAST END)8
761'-8
"± (WEST END)2
157'-7
EXISTING APPROACH PANEL TO REMAIN IN PLACE
REMOVE CONCRETE APPROACH & BARRIER
EXISTING APPROACH PANEL TO REMAIN IN PLACE
" (EAST END)16
1519'-10
" (WEST END)4
1105'-
" (EAST END)16
753'-6
" (WEST END)4
351'-5
" (EAST END)16
753'-6
" (WEST END)4
351'-5
" (EAST END)16
753'-6
" (WEST END)4
351'-5
" (EAST END)16
1519'-10
" (WEST END)4
1105'-
" (EAST END)16
1519'-10
" (WEST END)4
1105'-
" (EAST END)16
753'-6
" (WEST END)4
351'-5
" (EAST END)16
157'-9
" (WEST END)4
15'-9
" (EAST END)16
157'-9
" (WEST END)4
195'-
45'-81
2"±
" (EAST END)16
157'-9
" (WEST END)4
195'-
"± (EAST END)16
157'-9
"± (WEST END)4
195'-
0.015'/FT.0.020'/FT.
0.020'/FT.0.015'/FT.
0.020'/FT.0.015'/FT.
0.015'/FT.0.020'/FT.0.015'/FT.
0.015'/FT.
0.015'/FT.
0.020'/FT.
0.020'/FT.
0.020'/FT.
0.020'/FT.
APPROACH PANEL
#SIGNXXX
#LICXXX #SIGNDATE
ATP
ERB
ERB
SP 180-112-014, SAP 082-639-008, SAP 180-020-015
SP 8205-159 (TH61), SP 180-102-020,
TH61
AP13
AP4
2
2
2
2
MEDIAN
MEDIAN
80TH ST. W.B. �
80TH ST. W.B. �
80TH ST. W.B. �
80TH ST. E.B. �
80TH ST. E.B. �
80TH ST. E.B. �
80TH ST. E.B. �
ROADWAY �
"± (EAST END)8727'-8
"± (WEST END)2111'-7
ROADWAY �
80TH ST. W.B. � ROADWAY �
ROADWAY �
CUT LINE
0.015'/FT.
0.015'/FT.
BARRIER
PRECAST
BARRIER
PRECAST
BARRIER
PRECAST
BARRIER
PRECAST
13
1
4
8
1
_
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12
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1
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2
0
2
5
TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\s223_6_spn.dgn
OF BARRIER
FRONT FACE
"2
11
PLAN VIEW
6" B CURB
10"
ELEVATION
TAPER
BARRIER
SINGLE SLOPE
TRANSITION
24" CURB
"2
12
SECTION A-A
LINE FROM BRIDGE
EXTENDED GUTTER
TRANSITION
24" CURB
A
TAPER
CURB
APPROACH PANEL
OUTSIDE EDGE OF
1
AEND OF BARRIER
6" B CURB
GUTTER LINE
FROM BRIDGE
GUTTER LINE
EXTENDED
"212
7"
CURB
BACK OF
GUTTER LINE
6" B CURB
10"
TRANSITION
24" CURB
"2
11
LINE FROM BRIDGE
EXTENDED GUTTER
2"
TRANSITION
CURB
TAPER
ELEVATION
SECTION B-B
ISOMETRIC VIEW
ISOMETRIC VIEW
VERTICAL PARAPETSINGLE SLOPE BARRIER
2
PLAN VIEW
PARAPET
CONCRETE
OF PARAPET
FRONT FACE
2
2
2
NOTES:
DIMENSION DETAILS.
REFER TO STANDARD PLATE 7000 FOR CURB
AND ADDITIONAL DETAILS. B6 CURB SHOWN,
5-297.694 FOR GUARDRAIL POST SPACING
REFER TO STANDARD PLANS 5-297.693 AND
2
BRIDGE PLANS
REFER TO
BARRIER
SINGLE SLOPE
GUTTER LINE
LINE FROM BRIDGE
EXTENDED GUTTER
"2
12
GUTTER LINE
PARAPET
CONCRETE
LINE FROM BRIDGE
EXTENDED GUTTER
2"
S BARRIER
CONCRETE
TAPER
GUTTER LINE
TRANSITION
24" CURB
B
CURB 1
BEND OF PARAPET
APPROACH PANEL
OUTSIDE EDGE OF
6" B CURB
CURB
BACK OF
2"
GUTTER LINE
2
PARAPET
CONCRETE
"216
"219
P1
P
A
R
A
P
E
T
P2
P
A
R
A
P
E
T
OR
P
4
P
A
R
A
P
E
T
3
24" LENGTH, NOT INCLUDING AN E5 OR E8 JOINT.
AT END OF BARRIER/PARAPET TO 6" CURB OVER
THE CURB TRANSITIONS FROM A VERTICAL FACE
3
3
3 3
3
3
INFORMATION.
STANDARD PLAN 5-297.226 FOR ADDITIONAL
THE END OF THE APPROACH PANEL. REFER TO
LOCATION IF THE BARRIER/PARAPET EXTENDS TO
AN E5 OR E8 JOINT MAY BE PRESENT AT THIS
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
BRIDGE PLANS
REFER TO
1
TRANSITION
CURB
2
BRIDGE APPROACH PANEL
TRANSITION DETAILS
FROM BRIDGE
GUTTER LINE
EXTENDED
5-297.223
PLAN
STANDARD
6 OF 6
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
AP5
AP13
13
1
4
8
1
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12
/
1
2
/
2
0
2
5
TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\s224_2_spn.dgn
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
BRIDGE APPROACH PANEL REINFORCEMENT
(GREATER THAN 0° UP TO 15° SKEW LEFT)THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
5-297.224
PLAN
STANDARD
2 OF 6
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
AP6
AP13
PARAPET
END OF BARRIER/
2
4"
4"
6"6"
APPROACH PANEL REINFORCEMENT
12
"
M
A
X
.
S
P
G
.
P
A
R
A
L
L
E
L
T
O
R
O
A
D
W
A
Y
AP
5
0
2
E
T
O
P
6"
M
A
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.
S
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.
P
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A
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O
A
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W
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AP
7
0
1
E
B
O
T
T
O
M
APPROACH PANEL
ROADWAYBRIDGE
12" MAX. SPG.
A A
C
C
8 TYP.
8 TYP.
7
TYP.
1'
'
BRIDGE
1
12
PANEL
APPROACH
END OF APPROACH PANEL
APPROACH PANEL
3" CLEAR COVER
6
12
3"
(TYP.)
3" CLR.
3'' CLR.
(TYP.)ROADWAY
AP505E BAR AT 12" O.C.
4"
COVER
3" CLEAR
6
6
BRIDGE APPROACH PANEL
(TYP.)
3" CLR.
ABUTMENT
SEMI-INTEGRAL
INTEGRAL OR
3"4"
6
12
AT 12" O.C.
AP505E BAR
12"
1
LONGITUDINAL SECTION A-A
CONCRETE ROADWAY SHOWN
5
1
2
3
4
INCLUDED IN BRIDGE PLAN QUANTITIES.
COURSE). CHECK BRIDGE PLANS FOR CONCRETE WEARING COURSE, WHICH IS
APPROACH SLAB THICKNESS IS 12" (12" MONOLITHIC OR 10" SLAB + 2" WEARING
ON THE GRADE. SHEETING IS INCLUDED IN THE APPROACH PANEL PAY ITEM.
LIMITS OF THE APPROACH PANEL TO ALLOW THE PANEL TO MOVE LONGITUDINALLY
PLACE 8 MIL POLYETHYLENE SHEETING (OR 2 LAYERS OF 4 MIL) UNDER THE
REFER TO STANDARD PLAN 5-297.223 FOR END OF BARRIER/PARAPET STATION.
6
8
9
ABUTMENT DETAIL
INTEGRAL OR SEMI-INTEGRAL
4"
DETAIL "A"
8
BOTTOM LONGITUDINAL BARSTOP LONGITUDINAL BARS
4"
4"
B
B
BAR LENGTH SHAPE LOCATIONNO.
BOTTOM LONGITUDINAL
BOTTOM TRANSVERSE
TOP LONGITUDINAL
TOP TRANSVERSE
AP503E
AP502E
AP604E
19'-6"
19'-6"
CONFINEMENT BARAP505E 7'-6"**
20
20
*
***
***
**
AP701E
FOR BRIDGE APPROACH PANELS
SAMPLE BILL OF REINFORCEMENT
PARAPET
END OF BARRIER/
2
AP505E
BACK OF CURB
7
MINIMUM LAP LENGTHS AND EPOXY REPAIR REQUIREMENTS.
IN NARROWED PORTION OF APPROACH PANEL. REFER TO GENERAL NOTES FOR
FIELD CUT OR INCREASE LAP LENGTH ON TRANSVERSE AP503E & AP604E BARS
REQUIREMENTS.
REFER TO GENERAL NOTES FOR MINIMUM LAP LENGTHS AND EPOXY REPAIR
FIELD CUT LONGITUDINAL AP502E & AP701E BARS BENEATH BARRIER/PARAPET.
AP505E BAR @ 12". REFER TO LONGITUDINAL SECTION A-A.
9
10
3
(TYP.)
REFER TO DETAIL "A"
AP503E BOTTOM
AP604E TOP &
ABUTMENT BACKWALL
FRONT FACE OF PARAPET
FOR DRAINAGE DETAIL (TYP.)
REFER TO STANDARD 5-297.228
JOINT DETAILS.
TYPE AND STANDARD PLANS 5-297.225 AND 5-297.226 FOR SILL AND EXPANSION
REFER TO STANDARD PLAN 5-297.223 FOR EXPANSION JOINT TYPE AND ABUTMENT
13'' CLEAR COVER
3" CLR. (TYP.)
PANEL
APPROACH
12''
TRANSVERSE SECTION B-B
GUTTER LINE
GUTTER LINE
ELEVATION
STATION &
POINT OF
ELEVATION
STATION &
POINT OF
APPROACH PANEL WIDTH
AP503E BARS @ 12'' MAX. O.C.
3
AP701E BARS @ 6" MAX. O.C. PARALLEL TO ROADWAY (BOTTOM)
AP502E BARS @ 12" MAX. O.C. PARALLEL TO ROADWAY (TOP)
AP604E BARS @ 12'' MAX. O.C.
11
3" CLR. (TYP.)
11
3" CLEAR COVER
TRANSVERSE SECTION C-C
3'' CLEAR COVER
ELEVATION
STATION &
POINT OF
ELEVATION
STATION &
POINT OF
3" CLR. (TYP.)
INTEGRAL SHOWN)
CURB (DESIGN B6
4"4" AP502E BARS @ 12" MAX. O.C. PARALLEL TO ROADWAY (TOP)
3" CLEAR COVER
3
ON BRIDGE
MATCH PROJECTION
AP701E BARS @ 6" MAX. O.C. PARALLEL TO ROADWAY (BOTTOM)
3" CLR.
(TYP.)
8
8
AP503E BARS @ 12'' O.C. 7
@ 12'' O.C. 7
AP604E BARS
FROM BRIDGE 10
EXTENDED GUTTER LINE
FROM BRIDGE 10
EXTENDED GUTTER LINE
REFER TO BRIDGE PLAN
BARRIER/PARAPET
REFER TO BRIDGE PLAN
DOWEL BAR
REFER TO DETAIL "B"
TO BRIDGE PLAN
WINGWALL REFER
BRIDGE PLAN
REFER TO
DOWEL BAR
AP
P
R
O
A
C
H
P
A
N
E
L
W
I
D
T
H
5
INFORMATION.
REFER TO STANDARD PLAN 5-297.223 FOR APPROACH PANEL WIDTH AND ADDITIONAL
REFER TO DETAIL "A".11
TIE 100% OF TOP MAT REINFORCEMENT BAR INTERSECTIONS.
REPAIR CUT REBAR ENDS IN ACCORDANCE WITH SPEC. 2472.3C.
SPLICED AT THE SAME LOCATION.
STAGGER ALL LAP SPLICES SUCH THAT NO MORE THAN 50% OF REBAR IS
NO. 5 BAR = 2'-5", NO. 6 BAR = 3'-1", NO. 7 BAR = 3'-7", NO. 8 BAR = 4'-1".
MINIMUM REINFORCEMENT LAP LENGTHS ARE AS FOLLOWS: NO. 4 BAR = 1'-11",
COAT BARS MARKED WITH THE SUFFIX "E" IN ACCORDANCE WITH SPEC. 3301.
SPEC. 3301 IN APPROACH PANEL, CONCRETE SILL, AND CURB TRANSITION. EPOXY
USE EPOXY COATED GRADE 60 REINFORCEMENT IN ACCORDANCE WITH
FOR APPROACH PANELS WITH RAISED SIDEWALK OR MEDIAN, SEE BRIDGE PLANS.
REQUIRED
PLAN FOR REBAR
REFER TO BRIDGE
DAVIDSON DETAIL OPTION
BRIDGE APPROACH PANEL
(TYP.)
3" CLR.
6
12
AT 12" O.C.
AP505E BAR
END BLOCK OPTION
3"4"
PARAPET ABUTMENT DETAIL 6
GUTTER LINE DETAILS.
REFER TO STANDARD PLAN 5-297.223 (6 OF 6) FOR EXTENDED
BACK WALL
ABUTMENT
OF PARAPET
FRONT FACE
REQUIRED
FOR REBAR
BRIDGE PLAN
REFER TO
12
12
5-297.227 FOR ADDITIONAL INFORMATION.
CONTRACTION JOINT, REFER TO STANDARD PLAN
3" CLR.
APPROACH PANEL
OUTSIDE EDGE OF
GROOVE
" DRIP2
1
FOR REBAR REQUIRED
REFER TO BRIDGE PLAN
2"
0 = SKEW ANGLE
MINUS 6"COS 0
1
*** LENGTH = APPROACH PANEL WIDTH (FT.) X
** NO. OF BARS = APPROACH PANEL WIDTH (ROUNDED UP TO NEAREST FT.)
* NO. OF BARS = APPROACH PANEL WIDTH (ROUNDED UP TO NEAREST FT.) X 2.
" THICKNESS SELF-LEVELING SILICONE IN ACCORDANCE WITH SPEC. 3722.2
1SEAL WITH
TO THE PROJECT ENGINEER AT LEAST 3 WEEKS BEFORE REBAR FABRICATION.
AND ALL DETAILS NECESSARY TO CONSTRUCT THE PANEL. SUBMIT THEM
TABLE AND PREPARE SHOP DRAWINGS INCLUDING CURB TRANSITIONS
CONTRACTOR IS REQUIRED TO COMPLETE THE BILL OF REINFORCEMENT ROADWAY �
"215 "215
AP505E
5'-0"
"215 ROADWAY�
O
" FOR P2 & P4 PARAPET 5219
" FOR P1 PARAPET216
7" FOR SINGLE SLOPE BARRIER
"211
OF BARRIER/PARAPET
BACK FACE
"211
DENSITY POLYSTYRENE
" x 1'-4" LOW211
4
PANEL
APPROACH
WINGWALL
BRIDGE
DETAIL "B"
" CLR.214 " CLR.214 " CLR.214
BIT FELT
" x 7"21
BIT FELT
" x 7"21
BIT FELT
" x 7"21
"215
PANEL 1
APPROACH
12''
GENERAL NOTES:
6
ELEVATION
STATION &
POINT OF
ELEVATION
STATION &
POINT OF
SHEET
er
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OF
DATEISSUED FORNO.
R
DESIGNED
DRAWN
CHECKED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DATELIC. NO.
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\cd131481_app_det001.dgn
CITY OF COTTAGE GROVE, MINNESOTA
Default
3507 HIGH POINT DRIVE NORTH,
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
BLDG. 1 SUITE E130
CLIENT PROJ. NO.
STRUCTURE
INPLACE DRAINAGE
STRUCTURE
INPLACE DRAINAGE
APPROACH PANEL
EDGE OF
"2
11 3"±
END POST
1'-6" TO 1'-7"
VARIES
"2
11 3"±1'-6" TO 1'-7"
VARIES
APPROACH PANEL
TOP OF
INPLACE STRUCTURE (TYP.)
SEPARATE APPROACH PANEL FROM
2" THICK POLYSTYRENE TO
AT BARRIER GUTTERLINE
A A
STRUCTURE
INPLACE DRAINAGE
STRUCTURE
INPLACE DRAINAGE
3"±MEDIAN
3"±
APPROACH PANEL
TOP OF
INPLACE STRUCTURE (TYP.)
SEPARATE APPROACH PANEL FROM
2" THICK POLYSTYRENE TO
AT BARRIER GUTTERLINE
B B
MEDIAN
NO. 5 BARS TOP FACE, NO. 7 BARS BOTTOM FACE (INCIDENTAL) (TYP.)
ACCOMMODATE DRAINAGE STRUCTURE (TYP.)
MINIMALLY TRIM APPROACH PANEL REINFORCEMENT AS REQUIRED TO
REPAIR CUT REINFORCEMENT IN ACCORDANCE WITH SPEC. 2472.3C.
#SIGNXXX
#LICXXX #SIGNDATE
ATP
ERB
ERB
SP 180-112-014, SAP 082-639-008, SAP 180-020-015
SP 8205-159 (TH61), SP 180-102-020,
TH61
AP13
AP7
END POST
1
(T
Y
P
.
)
1
2
2
GUTTERLINE
STRUCTURE �
STRUCTURE �
GUTTERLINE
CATCH BASIN PROTRUSION DETAIL SECTION A-A
GUTTERLINE
STRUCTURE �
STRUCTURE �
GUTTERLINE
CATCH BASIN PROTRUSION DETAIL SECTION B-B
NOTES:
CATCH BASIN GRATE
CATCH BASIN GRATE
END POST DETAILS
SEE BRIDGE PLANS FOR
FOR MEDIAN DETAILS
SEE BRIDGE PLANS
UTILITY BLOCK OUT DETAIL
6" (TYP.)6" (TYP.)
3"
M
I
N
.
C
L
R
.
3" CLR.
13
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TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\s225_1_spn.dgn
1'-6'' SPG.
S402E @
13
"
2'-0"
1'
-
6
"
LEVEL, SMOOTH TROWELED SURFACE
1
12
CL
R
.
1
END OF APPROACH PANEL
1
S404E (INSIDE S401E)
7"
2
SILL DETAILS OPTION A
ROADWAY
CONCRETE
(TOP & BOTTOM)
3-S503E BARS
APPROACH PANEL
3
2 SPS. @ 1'-8" = 3'-4"4"
4'-0" SILL
4"
S401E @ 1'-6" SPG.
8"3"
3"
6"
1"
1'
-
6
"
2'-0"
SILL DETAILS OPTION B
8''
LEVEL, SMOOTH TROWELED SURFACE1
CL
R
.
13
"
ROADWAY
BITUMINOUS
S404E (INSIDE S401E)
8"
END OF APPROACH PANEL
1
1
12
BITUMINOUS ROADWAY 4
4
2
1'-6" SPG.
S402E @
1"
S401E @ 1'-6" SPG.
6"
3"
3"
(REINFORCEMENT IN PAVEMENT NOT SHOWN)
4" (TYP.)4" (TYP.)
ROADWAY)�(PLACED PARALLEL TO
RO
A
D
W
A
Y
SI
L
L
SILL ELEVATION
END OF SILL
12"
END OF SILL
12"
CURB OR BARRIER (TYP.)
FROM BACK FACE OF
TERMINATE SILL 12"
GUTTER LINE LINE
GUTTER
1
2
3
USE EPOXY COATED GRADE 60 REINFORCEMENT IN ACCORDANCE WITH SPEC 3301.
USE CONCRETE MIX 3S52.
4
SILL HORIZONTAL
SILL VERTICAL
BAR NO.LENGTH SHAPE LOCATION
** 3'-2"
6 ****
LEAST 3 WEEKS BEFORE REBAR FABRICATION.
AND SUBMIT THEM TO THE PROJECT ENGINEER AT
REINFORCEMENT TABLE AND PREPARE SHOP DRAWINGS
CONTRACTOR IS REQUIRED TO COMPLETE THE BILL OF
**** 2 END BLOCK HORIZONTAL*
S401E
S503E
S404E
SILL TIE** 5'-6" S402E
(OPTION A & B)
2-S404E
FOR CONCRETE SILL OPTION B
SAMPLE BILL OF REINFORCEMENT
(TOP & BOTTOM)
3-S503E BARS
2 SPS. @ 1'-8" = 3'-4"4"
4'-0" SILL
4"
12
1
12
1
SILL DETAILS OPTION C
BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
3-S503E (OPTION A & B)
2-S401E & 2-S402E @ 1'-6" MAX. SPACING (OPTION A & B)
1"
1
12
REFER TO TABLE ON STANDARD PLAN 5-297.223 FOR SILL OPTION TYPE.
REFER TO PAVING PLANS FOR BITUMINOUS HEADER DETAIL.
BITUMINOUS PAVEMENT OR SHOULDERS
4" E8 " E5212
2" DRAIN PIPE 2" DRAIN PIPE
DETAIL "D"
6"6"
SILL
DETAIL "E"
APPROACH PANEL
FULL WIDTH OF
" X 12" BIT. FELT21
REFER TO DETAIL "E"REFER TO DETAIL "E"
(TYP.)
FOR ADDITIONAL INFORMATION
REFER TO STANDARD 5-297.228 ADDITIONAL INFORMATION. (TYP.)
REFER TO STANDARD 5-297.228 FOR
ADDITIONAL INFORMATION. (TYP.)
REFER TO STANDARD 5-297.228 FOR
(SHEETING IS INCLUDED IN THE APPROACH PANEL PAY ITEM).
OF APPROACH PANEL ONTO THE TOP OF THE SILL, IF PRESENT. COVER AREA SHOWN IN DETAIL.
EXTEND 8 MIL. POLYETHYLENE SHEETING (OR 2 LAYERS OF 4 MIL.) FROM UNDERSIDE
APPROACH PANEL
END OF
2'-0''
BRIDGE
BITUMINOUS SHOULDER
BITUMINOUS SHOULDER
EXPANSION JOINT
SI
L
L
D
E
T
A
I
L
"
A
"
SI
L
L
D
E
T
A
I
L
"
B
"
SI
L
L
D
E
T
A
I
L
"
B
"
13
"
JOINT WIDTH OPTIONS
REFER TO DETAIL "D" FOR
JOINT WIDTH OPTIONS
REFER TO DETAIL "D" FOR
PANEL
APPROACH
ROADWAY
CONCRETE MAINLINE
12
1
SILL DETAIL - OPTION A FOR CONCRETE MAINLINE, OPTION B FOR BITUMINOUS SHOULDERS
CONCRETE PAVEMENT.
REFER TO PAVING PLANS AND STANDARD PLAN 5-297.235 FOR LUGS IN
12
"
3'-6"
S402E
12"
1'
-
8
"
S401E
STANDARD PLAN 5-297.226 (3 OF 3) FOR EXPANSION JOINT DETAILS.
REFER TO TABLE ON STANDARD PLAN 5-297.223 FOR EXPANSION JOINT TYPE AND
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
ROADWAY �
BRIDGE APPROACH PANEL
SILL DETAILS
5
5 INCLUDED IN PAYMENT FOR APPROACH PANEL.
5
(TYP.)
3" CLR.
LENGTH = (APPROACH PANEL WIDTH [FT] -0.5' )/COS(SILL SKEW). ROUND DOWN TO NEAREST INCH.
LENGTH = (APPROACH PANEL WIDTH [FT] - 2.5')/COS(SILL SKEW). ROUND DOWN TO NEAREST INCH.
NO. OF BARS = 2 X {1 + (APPROACH PANEL WIDTH [FT] - 2.66')/1.5'} (ROUNDED UP TO A WHOLE NUMBER)}
NO. 4 BAR = 1'-11", NO. 5 BAR = 2'-5
MINIMUM REINFORCEMENT LAP LENGTHS ARE AS FOLLOWS: *
*********LENGTH = (APPROACH PANEL WIDTH [FT] -0.5' )/COS(SILL SKEW). ROUND DOWN TO NEAREST INCH.
LENGTH = (APPROACH PANEL WIDTH [FT] - 2.5')/COS(SILL SKEW). ROUND DOWN TO NEAREST INCH.
NO. OF BARS = 2 X {1 + (APPROACH PANEL WIDTH [FT] - 2.66')/1.5'} (ROUNDED UP TO A WHOLE NUMBER)}
NO. 4 BAR = 1'-11", NO. 5 BAR = 2'-5
MINIMUM REINFORCEMENT LAP LENGTHS ARE AS FOLLOWS: *
*********
SILL HORIZONTAL
SILL VERTICAL
BAR NO.LENGTH SHAPE LOCATION
** 3'-2"
6 ****
LEAST 3 WEEKS BEFORE REBAR FABRICATION.
AND SUBMIT THEM TO THE PROJECT ENGINEER AT
REINFORCEMENT TABLE AND PREPARE SHOP DRAWINGS
CONTRACTOR IS REQUIRED TO COMPLETE THE BILL OF
**** 2 END BLOCK HORIZONTAL*
S401E
S503E
S404E
SILL TIE** 5'-6" S402E
FOR CONCRETE SILL OPTION A
SAMPLE BILL OF REINFORCEMENT
1
5
6
6
REPAIR CUT REBAR ENDS IN ACCORDANCE WITH SPEC. 2472.3C.
SPLICED AT THE SAME LOCATION.
STAGGER ALL LAP SPLICES SUCH THAT NO MORE THAN 50% OF REBAR IS
6
EPOXY REPAIR REQUIREMENTS.
PORTION OF APPROACH PANEL. REFER TO GENERAL NOTES FOR MINIMUM LAP LENGTHS AND
FIELD CUT OR INCREASE LAP LENGTH ON TRANSVERSE S503E AND S404E BARS IN NARROWED
NOTES:
THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
5-297.225
PLAN
STANDARD
1 OF 1
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
AP8
AP13
13
1
4
8
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TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\s226_2_spn.dgn
SILL OPTION B - BITUMINOUS SHOULDER
(JOINT AT END OF BARRIER/PARAPET)
GUTTER
CURB &
JOINT
EXPANSION
SILL
(NO JOINT)
PANEL
APPROACH
SILL OPTION A - CONCRETE SHOULDER
(JOINT AT END OF BARRIER/PARAPET)
DIMENSIONS & DETAILS.
ADDITIONAL CURB TRANSITION
PLAN 5-297.223 (6 OF 6) FOR
E8 JOINT. REFER TO STANDARD
NOT INCLUDING THE E5 OR
24" CURB TRANSITION,
JOINT
EXPANSION
SILL
DIMENSIONS & DETAILS.
ADDITIONAL CURB TRANSITION
PLAN 5-297.223 (6 OF 6) FOR
E8 JOINT. REFER TO STANDARD
NOT INCLUDING THE E5 OR
24" CURB TRANSITION,
BARRIER
SINGLE SLOPE
BARRIER
SINGLE SLOPE
BARRIER
SINGLE SLOPE
(NO JOINT)
SILL OPTION C - BITUMINOUS SHOULDER
DIMENSIONS & DETAILS.
FOR ADDITIONAL CURB TRANSITION
STANDARD PLAN 5-297.223 (6 OF 6)
24" CURB TRANSITION, REFER TO
GUTTER
CURB &
SHOULDER
BITUMINOUS
BARRIER
SINGLE SLOPE
SILL OPTION FOR LOCAL ROADS
ROADWAY
PANEL
APPROACH
PANEL
APPROACHPANEL
APPROACH
SHOULDER
BITUMINOUS
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
CONCRETE WEARING COURSE
C2H & L1TH WITH
CONCRETE WEARING COURSE
C2H & L1TH WITHOUT
L1TH L1TH
(AT CONSTRUCTION JOINT)
3"
12
"
12
"
3"
2"
ABOVE
SEE DETAIL
ABOVE
SEE DETAIL
1
2
CL
R
.
CL
R
.
LO
W
S
L
U
M
P
AP
P
R
O
A
C
H
FU
L
L
D
E
P
T
H
AP
P
R
O
A
C
H
P
A
N
E
L
PA
N
E
L
WE
A
R
I
N
G
C
O
U
R
S
E
CO
N
C
R
E
T
E
1 1
1
1
2
CLEAN AND DRY FULLY CURED JOINT FACES BY SANDBLASTING PRIOR TO SEALING THE JOINT.
L1TH JOINT ACCORDING TO DETAIL SHOWN AFTER ADJACENT POUR IS COMPLETE.
1'-8" AND NO. 5 BARS 2'-1" PAST THE EDGE OF THE FIRST CONCRETE POUR. CONSTRUCT
WHEN CONSTRUCTING A L1TH JOINT UNDER STAGED CONSTRUCTION, EXTEND NO. 4 BARS
BARS
REINFORCING
BARS
REINFORCING
"21
"
D
E
P
T
H
O
F
C
U
T
212 "8
1
"
D
E
P
T
H
O
F
C
U
T
212 "8
1
CL
R
.
CL
R
.
JOINT DETAILS
IN ACCORDANCE WITH SPEC. 3725)
(SAWED & SEALED
IN ACCORDANCE WITH SPEC. 3725)
(SAWED & SEALED
3"3"
BRIDGE APPROACH PANEL
JOINT DETAILS
FOR DRAINAGE DETAILS
REFER TO STANDARD 5-297.228
FOR DRAINAGE DETAILS
REFER TO STANDARD 5-297.228
FOR DRAINAGE DETAILS
REFER TO STANDARD 5-297.228
FOR DRAINAGE DETAILS
REFER TO STANDARD 5-297.228
THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
5-297.226
PLAN
STANDARD
2 OF 3
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
AP9
AP13
13
1
4
8
1
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p
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2
5
TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\s226_3_spn.dgn
7
1
WITH SPEC. 3392.
" X 3" GALVANIZED STEEL CONCRETE ANCHORS WITH WASHERS IN ACCORDANCE2
1" DIA. HOLE. 4
3
EXPANSION JOINT SEAL INSTALLATION INSTRUCTIONS
CENTER OF SLOT, SNUG TIGHT, ALLOWING PLATE TO SLIDE.
" X 3" GALVANIZED STEEL CONCRETE ANCHOR WITH WASHER IN2
1" x 4" SLOTTED HOLE. PLACE 4
3
OPENING.
OF THE APPROACH PANEL JOINT OPENING AS SOON AS THE CONCRETE SETS ON BOTH SIDES OF THE
IF APPROACH PANEL IS TIED TO A JOINTLESS BRIDGE, REMOVE THE FORM THAT MAINTAINS THE WIDTH
SECTION A-A
SECTION B-B
EXPANSION JOINT END VIEW AT CURB
1" MAX.
" MIN.4
3RECESS
A
EN
D
V
I
E
W
CONCRETE SILL
B
B
CONCRETE SILL
A
A
EN
D
V
I
E
W
6"
ROADWAY
TOP OF
ROADWAY
TOP OF
(TYPE S BARRIER SHOWN, OTHER BARRIERS SIMILAR)
A
1
1
EXPANSION JOINT CROSS SECTION AT CURB
JOINT SEAL
EXPANSION
1" MAX.
" MINIMUM4
3RECESS
2
JOINT SEAL
EXPANSION
4
4
4
TRANSITION
BEG. OF CURB
APPROACH PANEL
EDGE OF
12
1
GUTTER LINE
BRIDGE
SEAL UNCOATED EXPOSED SURFACE WITH MANUFACTURER'S APPROVED SEALANT.
1
6"
3"
EXPANSION JOINT CROSS SECTION AT BARRIER/CURB
EXPANSION JOINT END VIEW AT BARRIER/CURB
EN
D
V
I
E
W
(3 LOCATIONS)
TYPICAL
3"
3"
3"
3"
4
OF CURB
ON FRONT FACE
PLATE REQUIRED
NO COVER
EXPANSION JOINT CROSS SECTION AT BARRIER/PARAPET
DENOTES EXPANSION JOINT SEAL MATERIAL
3"3"
2'-0"
1'-0"1'-0"
CONCRETE SILL
12
"
APPROACH PANEL
TOP OF
ROADWAY
TOP OF
BARRIER/PARAPET
BACK FACE OF
ROADWAYS)
BITUMINOUS
END BLOCK (FOR
END OF CONCRETE
1
EXPANSION JOINT END VIEW AT BARRIER/PARAPET
2
(4 LOCATIONS)
TYPICAL
3"3"
PANEL CURB
TOP OF APPROACH
2'-0"
1'-0"1'-0"
CONCRETE SILL
1'
-
6
"
APPROACH PANEL
TOP OF
ROADWAY
TOP OF
ROADWAY CURB
TOP OF
(4 LOCATIONS)
TYPICAL
ROADWAYS)
BITUMINOUS
END BLOCK (FOR
END OF CONCRETE
1
2
TRANSITION
24" CURB
CURB
APPROACH 2"5"
BENT COVER PLATE
GALVANIZED STEEL
"16
320" X 12" X
2
14"
SILL
CONCRETE
TOP OF
OR END BLOCK
TOP OF ROADWAY
1" MAX.
" MINIMUM4
3RECESS
APPROACH PANEL
TOP OF
2
JOINT SEAL
PANEL EXPANSION
APPROACH
SILL
CONCRETE
TOP OF
CURB
TOP OF
ROADWAY APPROACH PANEL
2
1
JOINT SEAL
PANEL EXPANSION
APPROACH
ON SHEET 5-297.228
REFER TO DETAILS
ON SHEET 5-297.228
REFER TO DETAILS
OF CURB
ON FRONT FACE
PLATE REQUIRED
NO COVER
CONCRETE SILL
A
A
1" MAX.
" MINIMUM4
3RECESS
ROADWAY
TOP OF
JOINT SEAL
EXPANSION
CONCRETE SILL
APPROACH PANEL
TOP OF
OF BARRIER
BACK FACE
FOR COVER PLATE DETAILS.
CLARITY. REFER TO BRIDGE PLANS
COVER PLATE NOT SHOWN FOR
GALVANIZED COVER PLATE
SECTION AT EXPANSION JOINT
ACCORDANCE WITH SPEC. 3733 TYPE 1.
2" NOMINAL DIA. PERFORATED PIPE IN ACCORDANCE WITH SPEC. 3278.2.B. SLEEVE WITH GEOTEXTILE IN
8
HDPE COVER PLATE 8
"2
124" X 18" X
PLATE 8
HDPE COVER
PLATE 8
HDPE COVER
HDPE COVER PLATE 8
"2
124" X 18" X 3
4
5
6
PLACE A BLACK HDPE COVER PLATE IN ACCORDANCE WITH ASTM D4976 GROUP 2, CLASS 3, GRADE 5.
RECESSED FROM THE TRAFFIC SURFACE PER THE DETAIL.
" MINIMUM, 1" MAX.4
3PLACE APPROACH PANEL EXPANSION JOINT SEAL POSITIONING IT TO WITHIN
SEAL PER THE MANUFACTURER'S INSTALLATION PROCEDURE EXCEPT AS DETAILED.
THREE CALENDAR DAYS PRIOR TO THE INSTALLATION. CAREFULLY READ, UNDERSTAND AND INSTALL THE
PROVIDE A COPY OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO THE ENGINEER A MINIMUM OF
MATERIAL THAT IS DESIGNED BY THE MANUFACTURER TO FIT THE FIELD MEASURED JOINT OPENING.
APPROPRIATELY PREPARED PER PRODUCT MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUPPLY A JOINT
VERIFY THE JOINT OPENING IS UNIFORM AND PER PLAN DIMENSIONS, AND THAT THE CONCRETE SURFACE IS
"APPROACH PANEL EXPANSION JOINT SEAL."
REFER TO SPEC. 2406, "BRIDGE APPROACH PANELS," THE SPECIAL PROVISIONS, AND THE MNDOT APL
CALENDAR DAYS OLD PRIOR TO INSTALLATION OF THE APPROACH PANEL EXPANSION JOINT SEAL.
ALL CONCRETE SURFACES THAT ARE IN CONTACT WITH THE SEAL ADHESIVE MUST BE AT LEAST 28
3
7
7
3
7
6
3
5
5
7
3
3
7
5
FOR SILL AND EXPANSION JOINT DETAILS.
REFER TO STANDARD PLAN 5-297.223 FOR EXPANSION JOINT TYPE AND STANDARD PLAN 5-297.225
POST LOCATIONS.
EDGE OF GUARDRAIL POST. REFER TO STANDARD PLAN 5-297.693 AND 5-297.694 FOR GUARDRAIL
PIPE AND � POSTS PRIOR TO INSTALLING PIPE AND ROUTE PIPE TO PROVIDE 12" MINIMUM BETWEEN
PAY ITEM. REFER TO STANDARD 5-297.228 FOR ADDITIONAL DRAINAGE DETAILS. LOCATE GUARDRAIL
PLATE 3131 OR DRAIN INTO CATCH BASIN. EITHER OPTION IS INCLUDED IN THE APPROACH PANEL
AVAILABLE THEN DAYLIGHT USING A PRECAST CONCRETE HEADWALL IN ACCORDANCE WITH STANDARD
" PIPE BEYOND SILL INTO EXISTING 4" DRAIN SYSTEM IF AVAILABLE. IF NOT21SHOWN. CONNECT 1
PLACE THE 2" PERFORATED PIPE, AS DETAILED IN NOTE 3 , ON TOP OF THE CONCRETE SILL AS
PANEL PAY ITEM.
FURNISHING AND INSTALLING COVER PLATES AND CONCRETE ANCHORS IS INCLUDED IN THE APPROACH
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
"213
"213
"213
"213
1" MAX.
" MIN.43RECESS
BRIDGE APPROACH PANEL
JOINT DETAILS
NOTES:
THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
5-297.226
PLAN
STANDARD
3 OF 3
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
AP10
AP13
13
1
4
8
1
_
p
e
n
-
B
r
i
d
g
e
.
t
b
l
12
:
4
3
:
4
5
P
M
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
er
i
c
.
b
e
r
n
i
n
g
12
/
1
2
/
2
0
2
5
TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
CERTIFIED BY LIC. NO.DATE
XXXXX XXXXX - LICENSED PROFESSIONAL ENGINEER
#LICSPN #DATEXXXENGINEER SIGNATURE 1
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\Br.82019\s227_1_spn.dgn
MODIFIED
3
2
1
4
INFORMATION AND DETAILS FOR THE VARIOUS JOINT TYPES.
REFER TO STANDARD PLAN SHEET 5-297.226 FOR ADDITIONAL
BARRIER/PARAPET.
OF CURB OR BARRIER/PARAPET TO BACK OF CURB OR
EXPANSION JOINT IS PAID FOR SEPARATELY, MEASURED FROM BACK
REFER TO STANDARD PLAN 5-297.223 FOR EXPANSION JOINT TYPE.
APPROACH SLAB IN A SINGLE OPERATION.
SAWCUT THROUGH BOTH THE WEARING COURSE AND THE UNDERLYING
IS STILL GREEN. WHEN A CONCRETE WEARING COURSE IS SPECIFIED,
SAWCUT ALL JOINTS. SAWCUTS SHALL BE MADE WHILE THE CONCRETE
AND CONFIGURATION.
REFER TO ROADWAY PLAN FOR PAVEMENT, LANE AND SHOULDER WIDTHS
WITH DAVIDSON DETAIL (REFER TO BRIDGE PLANS).
WATERPROOF EXPANSION DEVICE ON PARAPET ABUTMENT BRIDGES
ABUTMENT, AND PARAPET ABUTMENT BRIDGES WITH AN END BLOCK.
C2H CONTRACTION JOINT ON INTEGRAL ABUTMENT, SEMI-INTEGRAL
CONSTRUCTION.
REINFORCEMENT LAP LENGTH REQUIREMENTS FOR STAGED
L1TH LONGITUDINAL JOINT. SEE STANDARD PLAN 5-297.226 FOR
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
BRIDGE APPROACH PANEL JOINT LAYOUT
(0° UP TO 15° SKEWS)
APPROACH PANEL JOINT LAYOUT NOTES:
THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
5-297.227
PLAN
STANDARD
1 OF 2
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
BRG. W. ABUT. �
SILL
3
BRIDGEAPPROACH PANEL
2
2
3
BRIDGE APPROACH PANEL
L1TH 1
L1TH 1
L1TH1
L1TH1
L1TH1
L1TH1
L1TH1
L1TH1
L1TH 1
L1TH 1
L1TH 1
APPROACH PANELS - 0° TO 15° LEFT SKEW
BRIDGE NO. 82019
STAGE 2
STAGE 3
STAGE 2
STAGE 3
4
4
UPDATED DETAILS FOR PROJECT SPECIFIC LAYOUT.
REMOVED APPROACH PANEL - 0° TO 15° RIGHT SKEW
MODIFICATIONS:
AP11
AP13
BRG. E. ABUT. �
80TH ST. W.B. �
80TH ST. E.B. �
ROADWAY �
CONSTRUCTION JOINT
APPROACH PANEL
CONSTRUCTION JOINT
APPROACH PANEL
ROADWAY �
80TH ST. W.B. �
80TH ST. E.B. �
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DENOTES MODIFICATION FROM STANDARD PLAN*
*
*
*
13
1
4
8
1
_
p
e
n
-
B
r
i
d
g
e
.
t
b
l
12
:
4
3
:
4
5
P
M
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
er
i
c
.
b
e
r
n
i
n
g
12
/
1
2
/
2
0
2
5
TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
CERTIFIED BY LIC. NO.DATE
XXXXX XXXXX - LICENSED PROFESSIONAL ENGINEER
#LICSPN #DATEXXXENGINEER SIGNATURE 1
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\Br.82020\s227_1_spn.dgn
MODIFIED
3
2
1
4
INFORMATION AND DETAILS FOR THE VARIOUS JOINT TYPES.
REFER TO STANDARD PLAN SHEET 5-297.226 FOR ADDITIONAL
BARRIER/PARAPET.
OF CURB OR BARRIER/PARAPET TO BACK OF CURB OR
EXPANSION JOINT IS PAID FOR SEPARATELY, MEASURED FROM BACK
REFER TO STANDARD PLAN 5-297.223 FOR EXPANSION JOINT TYPE.
APPROACH SLAB IN A SINGLE OPERATION.
SAWCUT THROUGH BOTH THE WEARING COURSE AND THE UNDERLYING
IS STILL GREEN. WHEN A CONCRETE WEARING COURSE IS SPECIFIED,
SAWCUT ALL JOINTS. SAWCUTS SHALL BE MADE WHILE THE CONCRETE
AND CONFIGURATION.
REFER TO ROADWAY PLAN FOR PAVEMENT, LANE AND SHOULDER WIDTHS
WITH DAVIDSON DETAIL (REFER TO BRIDGE PLANS).
WATERPROOF EXPANSION DEVICE ON PARAPET ABUTMENT BRIDGES
ABUTMENT, AND PARAPET ABUTMENT BRIDGES WITH AN END BLOCK.
C2H CONTRACTION JOINT ON INTEGRAL ABUTMENT, SEMI-INTEGRAL
CONSTRUCTION.
REINFORCEMENT LAP LENGTH REQUIREMENTS FOR STAGED
L1TH LONGITUDINAL JOINT. SEE STANDARD PLAN 5-297.226 FOR
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
BRIDGE APPROACH PANEL JOINT LAYOUT
(0° UP TO 15° SKEWS)
APPROACH PANEL JOINT LAYOUT NOTES:
THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
5-297.227
PLAN
STANDARD
1 OF 2
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
BRIDGE APPROACH PANEL
BRIDGE NO. 82020
UPDATED DETAILS FOR PROJECT SPECIFIC LAYOUT.
REMOVED APPROACH PANEL - 0° TO 15° RIGHT SKEW
MODIFICATIONS:
BRG. W. ABUT. �
BRG. E. ABUT. �
L1TH1
L1TH1
APPROACH PANEL BRIDGE
SILL
APPROACH PANELS - 0° TO 15° LEFT SKEW
L1TH1
L1TH1
L1TH1
L1TH1
3
2
2
3
L1TH 1
L1TH 1
L1TH 1
L1TH 1
L1TH 1
L1TH 1
4
4
AP12
AP13
80TH ST. W.B. �
80TH ST. E.B. �
ROADWAY �
ST
A
G
E
3
ST
A
G
E
2
ST
A
G
E
3
ST
A
G
E
2
80TH ST. W.B. �
CONSTRUCTION JOINT
APPROACH PANEL
ROADWAY �
80TH ST. W.B. �
CONSTRUCTION JOINT
APPROACH PANEL
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
DENOTES MODIFICATION FROM STANDARD PLAN*
*
*
*
13
1
4
8
1
_
p
e
n
-
B
r
i
d
g
e
.
t
b
l
12
:
4
3
:
4
5
P
M
pd
f
-
B
a
n
d
W
.
p
l
t
c
f
g
er
i
c
.
b
e
r
n
i
n
g
12
/
1
2
/
2
0
2
5
TOTAL SHEETS
STATE PROJ. NO.
TRUNK HWY.
SHEET NO.
STANDARD PLAN
SP 8205-159 (TH61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SP180-020-015
TH 61
H:\COTT\0N1131481\CAD\ORD\COTT-0N1131481\Sheets\Std_Plans\Approach Panel\s228_1_spn.dgn
EDWARD LUTGEN
OFFICE DIRECTOR
BRIDGE OFFICE
BRIDGE APPROACH PANEL DRAINAGE LAYOUT
THOMAS STYRBICKIREVISED:
04-16-2024APPROVED:
5-297.228
PLAN
STANDARD
1 OF 1
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD
AP13
AP13
A A
AA
1
12
12
'
'
PANEL
APPROACH
EXPANSION JOINT
1
2
4
3
SILL
2
SECTION A-A
5
2
3"
3"
BRIDGE
CATCH BASIN 3
4SHOULDER
5
COUPLER
4SHOULDER
BASIN
CATCH
3
COUPLER
5
APPROACH PANEL
BRIDGE
CATCH BASIN 3
4SHOULDER
ROADWAY�
4SHOULDER
5 CATCH BASIN 3
APPROACH PANEL
COUPLER
COUPLER
ADDITIONAL SILL OPTIONS AND DETAILS
REFER TO STANDARD PLAN 5-297.225 FOR
DRAINAGE AT EXPANSION JOINT DETAIL.
APPROACH PANEL PLAN
SEE CONSTRUCTION PLANS FOR PAVEMENT, LANE AND SHOULDER WIDTHS AND CONFIGURATION.
0° TO 15° SKEWSGREATER THAN 15° SKEWS
4" NOMINAL UNPERFORATED PIPE 1 54" NOMINAL UNPERFORATED PIPE 1
PIPE 2 5
2" NOMINAL PERFORATED
PIPE 2
PERFORATED
2" NOMINAL
2" NOMINAL PERFORATED PIPE 2 5
2" NOMINAL PERFORATED PIPE 2
4" NOMINAL UNPERFORATED PIPE 1
4" NOMINAL UNPERFORATED PIPE 1
TYP.
THE APPROACH PANEL PAY ITEM.)
(EITHER OPTION IS INCLUDED IN
OR DRAIN INTO CATCH BASIN.
(SEE STANDARD PLATE 3131)
PRECAST CONCRETE HEADWALL
TYP.
THE APPROACH PANEL PAY ITEM.)
(EITHER OPTION IS INCLUDED IN
OR DRAIN INTO CATCH BASIN.
(SEE STANDARD PLATE 3131)
PRECAST CONCRETE HEADWALL
FURNISHING AND INSTALLING THE DRAIN SYSTEM IS INCLUDED IN THE APPROACH PANEL PAY ITEM.
INCH PER 12 INCH MINIMUM SLOPE.81UNPERFORATED PIPE IN ACCORDANCE WITH SPEC 3245.2(5).
PLAN 5-297.226 FOR ADDITIONAL INFORMATION AND DETAILS.
INSTALLING DRAIN SYSTEM IS INCLUDED IN THE APPROACH PANEL PAY ITEM. REFER TO STANDARD
INCH PER 12 INCH MINIMUM SLOPE. FURNISHING AND81ACCORDANCE WITH SPEC. 3733 TYPE 1.
2" NOMINAL PERFORATED PIPE IN ACCORDANCE WITH SPEC 3278. SLEEVE WITH GEOTEXTILE IN
REQUIRED AND FOR ADDITIONAL DRAINAGE DETAILS.
REFER TO CONSTRUCTION PLANS TO DETERMINE WHETHER A FLUME OR CATCH BASIN IS
PLAN 5-297.693 AND 5-297.694 FOR GUARDRAIL POST LOCATIONS.
PIPE AND EDGE OF GUARDRAIL POST. REFER TO STANDARD� PROVIDE 12" MINIMUM BETWEEN
DRAINAGE DETAILS. LOCATE GUARDRAIL POSTS PRIOR TO INSTALLING PIPE AND ROUTE PIPE TO
TO STANDARD PLAN 5-297.226 (3 OF 3) FOR PIPE DETAILS AT END OF SILL AND FOR ADDITIONAL
DRAIN INTO CATCH BASIN. EITHER OPTION IS INCLUDED IN THE APPROACH PANEL PAY ITEM. REFER
DAYLIGHT USING A PRECAST CONCRETE HEADWALL IN ACCORDANCE WITH STANDARD PLATE 3131 OR
CONNECT 2" PIPE BEYOND SILL INTO 4" DRAIN SYSTEM IF AVAILABLE. IF NOT AVAILABLE THEN
ROADWAY�
NOTES:
70+
2
5
70+
5
0
70+
7
5
71+
0
0
71+25
71+50
1014
+
0
3
.
0
2
1022+30.36
101
4
+
2
5
101
4
+
5
0
101
4
+
7
5
101
5
+
0
0
101
5
+
2
5
101
5
+
5
0
101
5
+
7
5
101
6
+
0
0
101
6
+
2
5
101
6
+
5
0
101
6
+
7
5
101
7
+
0
0
101
7
+
2
5
101
7
+
5
0
101
7
+
7
5
101
8
+
0
0
101
8
+
2
5
101
8
+
5
0
101
8
+
7
5
101
9
+
0
0
101
9
+
2
5
101
9
+
5
0
101
9
+
7
5
102
0
+
0
0
102
0
+
2
5
102
0
+
5
0
102
0
+
7
5
102
1
+
0
0
102
1
+
2
5
102
1
+
5
0
102
1
+
7
5
102
2
+
0
0
1022+25
2003
+
8
2
.
5
4
2004
+
0
0
2004
+
2
5
2004
+
5
0
2004
+
7
5
2005
+
0
0
2005
+
2
5
2005
+
5
0
2005
+
7
5
2006
+
0
0
2006
+
2
5
2006
+
5
0
2006
+
7
5
2007
+
0
0
2007
+
2
5
2007+
5
0
2007+
7
5
2008
+
0
0
2008+
2
5
2008+
5
0
2008+
7
5
2009+
0
0
2009+
2
5
2009+
5
0
2009+
7
5
2010+
0
0
2010+
2
5
2010+
5
0
2010+
7
5
2011+
0
0
2011+
2
5
2011+
5
0
2011+
7
5
2012+
0
0
1002
+
8
2
.
2
4
1003
+
0
0
1003
+
2
5
1003
+
5
0
1003
+
7
5
1004
+
0
0
1004
+
2
5
1004
+
5
0
1004
+
7
5
1005
+
0
0
1005
+
2
5
1005
+
5
0
1005
+
7
5
1006
+
0
0
1006
+
2
5
1006
+
5
0
1006
+
7
5
1007
+
0
0
1007
+
2
5
1007
+
5
0
1007
+
7
5
1008
+
0
0
1008
+
2
5
1008
+
5
0
1008
+
7
5
1009
+
0
0
1009
+
2
5
1009
+
5
0
1009
+
7
5
1010
+
0
0
1010
+
2
5
1010
+
5
0
1010
+
7
5
1011
+
0
0
1011
+
2
5
1011
+
5
0
1011
+
7
5
1012
+
0
0
1012
+
2
5
1012
+
5
0
1012
+
7
5
2014+09.06
202
2
+
9
7
.
5
3
201
3
+
5
0
201
3
+
7
5
2014+00
201
4
+
2
5
201
4
+
5
0
201
4
+
7
5
201
5
+
0
0
201
5
+
2
5
201
5
+
5
0
201
5
+
7
5
201
6
+
0
0
201
6
+
2
5
201
6
+
5
0
201
6
+
7
5
201
7
+
0
0
201
7
+
2
5
201
7
+
5
0
201
7
+
7
5
201
8
+
0
0
201
8
+
2
5
201
8
+
5
0
201
8
+
7
5
201
9
+
0
0
201
9
+
2
5
201
9
+
5
0
201
9
+
7
5
202
0
+
0
0
202
0
+
2
5
202
0
+
5
0
202
0
+
7
5
202
1
+
0
0
202
1
+
2
5
202
1
+
5
0
202
1
+
7
5
202
2
+
0
0
202
2
+
2
5
202
2
+
5
0
202
2
+
7
5
65
70
75
80
85 90 95
65
70
75
80
85 90 95
1025
1013
1015
1020
1025
2012
200
0
200
5
20
1
0
2025
2013
2015
2020
202
5
1013
100
5
101
0
℄ 80TH ST EB
℄ 80TH ST WB
℄ RAMP G
℄ RAMP H
℄ RAMP E
℄ RAMP F
78
+
5
0
78
+
7
5
79
+
0
0
79
+
2
5
79
+
5
0
79
+
7
5
80
+
0
0
80
+
2
5
80
+
5
0
80
+
7
5
81
+
0
0
81
+
2
5
81
+
5
0
81
+
7
5
82
+
0
0
82
+
2
5
82
+
5
0
82
+
8
5
82
+
9
5
83
+
2
5
83
+
5
0
83
+
7
5
84
+
1
5
84
+
3
0
84
+
6
0
84
+
7
5
85
+
0
0
85
+
2
5
85
+
5
0
85
+
7
5
86
+
0
0
86
+
2
5
86
+
5
0
86
+
7
5
87
+
0
0
87
+
2
5
87
+
5
0
87
+
7
5
88
+
0
0
88
+
2
5
88
+
5
0
90
+
5
0
90
+
7
5
91
+
0
0
91
+
2
5
91
+
5
0
91
+
7
5
92
+
0
0
92
+
2
5
92
+
5
0
92
+
7
5
93
+
0
0
93
+
2
5
93
+
5
0
93
+
7
5
94
+
0
0
94
+
2
5
94
+
5
0
94
+
7
5
95
+
0
0
95
+
2
5
95
+
5
0
95
+
7
5
0+7
5
1+0
0
1+2
5
1+5
0
1+7
5
2+0
0
2+2
5
2+5
0
2+7
5
3+0
0
3+2
5
3+5
0
3+7
5
4+0
0
4+2
5
4+5
0
4+7
5
6+0
0
6+2
5
6+5
0
6+75
7+00
7+25
7+50
7+75
8+00
8+25
8+50
8+75
9+00
9+25
9+50
9+75
10+00
0
5
10
11
℄ EAST POINT DOUGLAS ROAD NB
0
5
10
11
℄ EAST POINT DOUGLAS ROAD SB
120 125 130
120 125 130
698
692693694695696697
69
8
69
2
+
5
0
69
2
+
7
5
69
3
+
0
0
69
3
+
2
5
69
3
+
5
0
69
3
+
7
5
69
4
+
0
0
69
4
+
2
5
69
4
+
5
0
69
4
+
7
5
69
5
+
0
0
69
5
+
2
5
69
5
+
5
0
69
5
+
7
5
69
6
+
0
0
69
6
+
2
5
69
6
+
5
0
69
6
+
7
5
69
7
+
0
0
69
7
+
2
5
℄ 80TH ST EB
CRESTVIEW ELEMENTARY
SCHOOL RIGHT TURN LANE
DESIGN ALIGNMENT
(LIP OF CURB)
℄ 80TH ST WB
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
0
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
2
:
0
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
CROSS SECTION MATCHLINE LAYOUT
XS1
FEETSCALE
0 100 200
HORZ.
XS MATCHLINE
CROSS SECTION INDEX
ALIGNMENT SHEET NO.
RAMP G XS2-XS6
RAMP E XS7-XS10
RAMP F XS11-XS14
RAMP H XS15-XS18
80TH ST EB XS19-XS39
CRESTVIEW ELEMENTARY
SCHOOL RIGHT TURN LANE XS40-XS41
EAST POINT DOUGLAS RD XS42-XS45
1003+00
780
782
784
786
788
790
792
794
780
782
784
786
788
790
792
794
℄ RAMP G
14
.
0
78
8
.
3
-1
2
.
0
78
8
.
7
-1.4%1:74 -3.7%
1:27
1.4%1:74-2.1%1:48-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%1:25
1003+25
780
782
784
786
788
790
792
794
780
782
784
786
788
790
792
794
℄ RAMP G
14
.
0
78
8
.
6
-1
2
.
0
78
9
.
0
-1.9%1:54 -4.0%
1:25
1.9%1:54-3.6%1:28-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
1003+50
782
784
786
788
790
792
794
796
782
784
786
788
790
792
794
796
℄ RAMP G
14
.
0
78
8
.
9
-1
2
.
0
78
9
.
3
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%1:25
-4.0%1:25 -4.0%
1:25
1003+75
782
784
786
788
790
792
794
796
782
784
786
788
790
792
794
796
℄ RAMP G
14
.
0
78
9
.
4
-1
2
.
0
78
9
.
8
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
1004+00
782
784
786
788
790
792
794
796
782
784
786
788
790
792
794
796
℄ RAMP G
14
.
0
78
9
.
9
-1
2
.
0
79
0
.
3
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%
1:25 -4.0%
1:25
1004+25
782
784
786
788
790
792
794
796
782
784
786
788
790
792
794
796
℄ RAMP G
14
.
0
79
0
.
5
-1
2
.
0
79
0
.
9
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%
1:25-4.0%1:25 -4.0%1:25
-25.0%1:4 -4.0%1:25
1004+50
784
786
788
790
792
794
796
798
784
786
788
790
792
794
796
798
℄ RAMP G
14
.
0
79
1
.
1
-1
2
.
0
79
1
.
5
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-25.0%1:4 -4.0%1:25
1004+75
784
786
788
790
792
794
796
798
784
786
788
790
792
794
796
798
℄ RAMP G
14
.
0
79
1
.
8
-1
2
.
0
79
2
.
2
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-16.7%1:6
-16.7%1:6
1005+00
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP G
14
.
0
79
2
.
6
-1
2
.
0
79
3
.
0
-2.0%1:50 -4.0%1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-16.7%1:6 -4.0%
1:25
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
78
8
.
7
78
8
.
6
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
78
9
.
0
78
8
.
9
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
78
9
.
4
78
9
.
3
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
78
9
.
8
78
9
.
7
8
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
0
.
2
79
0
.
2
9
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
0
.
9
79
0
.
8
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
1
.
5
79
1
.
5
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
2
.
3
79
2
.
2
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
3
.
0
79
3
.
0
0
14
.
0
78
8
.
2
-1
2
.
0
78
8
.
5
-1.0%1:100 -3.0%1:33
1.0%1:100-1.0%1:100-4.0%1:25 -4.0%
1:25 -4.0%
1:25
1002+82.24
780
782
784
786
788
790
792
794
780
782
784
786
788
790
792
794
℄ RAMP G
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
78
8
.
4
78
8
.
4
4
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
2
:
4
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP G
XS2
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
1005+25
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP G
14
.
0
79
3
.
4
-1
2
.
0
79
3
.
8
-2.0%1:50 -4.0%1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-25.0%1:4 -4.0%
1:25
1005+50
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP G
14
.
0
79
4
.
4
-1
2
.
0
79
4
.
8
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-16.7%1:6
-16.7%1:6
1005+75
788
790
792
794
796
798
800
802
788
790
792
794
796
798
800
802
℄ RAMP G
14
.
0
79
5
.
3
-1
2
.
0
79
5
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%
1:25 -4.0%
1:25
-25.0%1:4
-16.7%1:6
1006+00
788
790
792
794
796
798
800
802
788
790
792
794
796
798
800
802
℄ RAMP G
14
.
0
79
6
.
3
-1
2
.
0
79
6
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-16.7%1:6
-16.7%1:6
1006+25
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP G
14
.
0
79
7
.
3
-1
2
.
0
79
7
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
1006+50
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP G
-1
2
.
6
79
8
.
7
15
.
4
79
8
.
3
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25
-10.0%1:10-10.0%
1:10
-10.0%
1:10
-10.0%
1:10
1006+75
792
794
796
798
800
802
804
806
792
794
796
798
800
802
804
806
℄ RAMP G
-1
3
.
9
79
9
.
8
17
.
5
79
9
.
3
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25
-10.0%1:10
-33.3%1:3 -10.0%
1:10
-10.0%
1:10
1007+00
792
794
796
798
800
802
804
806
792
794
796
798
800
802
804
806
℄ RAMP G
-1
5
.
4
80
0
.
8
19
.
4
80
0
.
2
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25
-10.0%1:10
-50.0%1:2 -10.0%
1:10 -10.0%
1:10
1007+25
794
796
798
800
802
804
806
808
794
796
798
800
802
804
806
808
℄ RAMP G
-1
7
.
1
80
1
.
8
21
.
0
80
1
.
2
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25
-10.0%1:10
-50.0%1:2 -10.0%
1:10
-10.0%
1:10
1007+50
794
796
798
800
802
804
806
808
794
796
798
800
802
804
806
808
℄ RAMP G
-1
9
.
0
80
2
.
9
22
.
4
80
2
.
2
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25-10.0%
1:10
-50.0%1:2
-10.0%
1:10
-10.0%
1:10
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
3
.
9
79
3
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
4
.
8
79
4
.
7
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
5
.
6
79
5
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
6
.
7
79
6
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
7
.
8
79
7
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
8
.
8
79
8
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
9
.
7
79
9
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
0
.
8
80
0
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
1
.
8
80
1
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
2
.
8
80
2
.
7
2
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
2
:
5
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP G
XS3
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
1007+75
794
796
798
800
802
804
806
808
794
796
798
800
802
804
806
808
℄ RAMP G
-2
1
.
1
80
3
.
9
23
.
6
80
3
.
1
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25-10.0%
1:10
-50.0%1:2
-10.0%
1:10
-10.0%
1:10
1008+00
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
℄ RAMP G
-2
2
.
0
80
4
.
9
24
.
0
80
4
.
1
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50
-4.0%
1:25
-4.0%1:25
-10.0%1:10
-50.0%1:2
-10.0%
1:10
-10.0%
1:10
1008+25
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP G
-2
2
.
0
80
5
.
9
24
.
0
80
5
.
1
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50
-4.0%
1:25
-4.0%1:25
-10.0%1:10
-50.0%1:2 -10.0%
1:10
-10.0%
1:10
1008+50
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP G
-2
2
.
0
80
6
.
9
24
.
0
80
6
.
1
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50
-4.0%
1:25
-4.0%1:25
-10.0%1:10
-33.3%1:3 -10.0%
1:10
-10.0%
1:10
1008+75
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
℄ RAMP G
-2
2
.
0
80
7
.
9
24
.
0
80
7
.
1
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-33.3%
1:3
1009+00
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
℄ RAMP G
-2
2
.
0
80
8
.
9
24
.
0
80
8
.
1
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50
-4.0%
1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-33.3%
1:3
1009+25
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP G
-2
2
.
0
80
9
.
7
24
.
0
80
8
.
9
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-10.0%
1:10
1009+50
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP G
-2
2
.
0
81
0
.
6
24
.
0
80
9
.
8
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50
-4.0%
1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-10.0%
1:10
1009+75
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP G
-2
2
.
0
81
1
.
4
24
.
0
81
0
.
6
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%
1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-10.0%
1:10
1010+00
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP G
-2
2
.
0
81
2
.
1
24
.
0
81
1
.
3
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25
-10.0%1:10
-10.0%
1:10 -10.0%
1:10
-10.0%
1:10
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
3
.
8
80
3
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
4
.
8
80
4
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
5
.
8
80
5
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
6
.
9
80
6
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
7
.
8
80
7
.
7
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
8
.
8
80
8
.
6
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
9
.
6
80
9
.
5
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
0
.
5
81
0
.
3
9
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
1
.
4
81
1
.
1
8
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
2
.
1
81
1
.
9
1
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
3
:
1
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP G
XS4
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
1010+25
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP G
-2
2
.
0
81
2
.
8
24
.
0
81
2
.
0
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50
-4.0%
1:25
-4.0%1:25
-10.0%1:10
-10.0%
1:10 -10.0%
1:10
-33.3%
1:3
1010+50
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP G
-2
2
.
0
81
3
.
4
24
.
0
81
2
.
6
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50
-4.0%
1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-33.3%
1:3
1010+75
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP G
-2
2
.
0
81
4
.
0
24
.
0
81
3
.
2
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-33.3%
1:3
1011+00
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP G
-2
2
.
0
81
4
.
5
24
.
0
81
3
.
7
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-10.0%
1:10
1011+25
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP G
-2
2
.
0
81
5
.
0
24
.
0
81
4
.
2
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50
-4.0%
1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-10.0%
1:10
1011+50
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP G
-2
2
.
0
81
5
.
4
24
.
0
81
4
.
6
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-10.0%
1:10
1011+75
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP G
-2
2
.
0
81
5
.
8
24
.
0
81
5
.
0
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%
1:25
-4.0%1:25
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-10.0%
1:10
1012+00
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP G
-2
2
.
0
81
6
.
1
24
.
0
81
5
.
3
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -4.0%1:25
-3.9%
1:26
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-10.0%
1:10
1012+25
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP G
-2
2
.
0
81
6
.
5
24
.
0
81
5
.
6
-2.0%1:50
2.0%1:50 -2.0%1:50
2.0%1:50 -3.9%
1:26
-0.9%1:117
-10.0%1:10
-10.0%1:10 -10.0%
1:10
-10.0%
1:10
1012+50
810
812
814
816
818
820
822
824
810
812
814
816
818
820
822
824
℄ RAMP G
-2
2
.
5
81
7
.
0
24
.
5
81
6
.
1
-2.0%1:50
2.0%1:50
-16.7%1:6
-2.0%1:50 10.1%1:10 33.5%1:3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
2
.
7
81
2
.
6
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
3
.
4
81
3
.
2
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
0
81
3
.
8
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
6
81
4
.
3
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
9
81
4
.
8
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
5
.
4
81
5
.
2
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
5
.
7
81
5
.
6
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
6
.
1
81
5
.
9
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
6
.
3
81
6
.
2
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
6
.
5
81
6
.
4
3
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
3
:
2
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP G
XS5
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
1012+75
810
812
814
816
818
820
822
824
810
812
814
816
818
820
822
824
℄ RAMP G
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
6
.
6
81
6
.
6
1
0.3%0.8%1.2%0.6%8.5%1:40.8%
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
3
:
4
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP G
XS6
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
1014+25
810
812
814
816
818
820
822
824
810
812
814
816
818
820
822
824
℄ RAMP E
15
.
1
81
5
.
5
-1
2
.
0
81
5
.
5
-1.5%1:65 -1.4%1:69 -1.4%1:74
1.6%1:641.5%1:66 -30.9%
1:32.0%1:50
1.7%1:57-4.0%1:25
16.7%
1:6
1014+50
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP E
-1
2
.
0
81
5
.
0
14
.
0
81
4
.
6
-2.0%1:50 -2.6%1:38 -4.0%1:25 -4.0%1:25
2.0%1:50
-1.3%1:80-4.0%1:25
-16.7%1:6
1014+75
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP E
-1
2
.
0
81
4
.
6
14
.
0
81
4
.
2
-2.0%1:50 -4.0%
1:25 -4.0%
1:25 -4.0%1:25
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25
1015+00
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP E
-1
2
.
0
81
4
.
3
14
.
0
81
3
.
9
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25
1015+25
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP E
-1
2
.
0
81
3
.
9
14
.
0
81
3
.
5
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25
1015+50
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP E
-1
2
.
0
81
3
.
5
14
.
0
81
3
.
1
-2.0%1:50 -4.0%
1:25 -4.0%1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25
1015+75
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP E
-1
2
.
0
81
2
.
9
14
.
0
81
2
.
5
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1016+00
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP E
-1
2
.
0
81
2
.
4
14
.
0
81
2
.
0
-2.0%1:50 -4.0%
1:25 -4.0%1:25
-16.7%
1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1016+25
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP E
-1
2
.
0
81
1
.
8
14
.
0
81
1
.
4
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
5
.
3
81
5
.
2
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
5
.
0
81
4
.
9
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
6
81
4
.
6
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
3
81
4
.
2
9
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
3
.
9
81
3
.
9
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
3
.
4
81
3
.
4
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
2
.
9
81
2
.
9
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
2
.
4
81
2
.
3
8
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
1
.
7
81
1
.
7
6
1014+03.02
810
812
814
816
818
820
822
824
810
812
814
816
818
820
822
824
℄ RAMP E
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50
81
5
.
6
81
5
.
5
3
3.5%1.6%0.6%
1.8%1.7%2.9%1:6
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
3
:
5
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP E
XS7
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
1016+50
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP E
-1
2
.
0
81
1
.
1
14
.
0
81
0
.
7
-2.0%1:50 -4.0%
1:25 -4.0%1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1016+75
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP E
-1
2
.
0
81
0
.
4
14
.
0
81
0
.
0
-2.0%1:50 -4.0%
1:25 -4.0%1:25
-16.7%
1:6
2.0%1:50-4.0%1:25-4.0%1:25-16.7%1:6
1017+00
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP E
-1
2
.
0
80
9
.
6
14
.
0
80
9
.
2
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%
1:25
-16.7%1:6
1017+25
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP E
-1
2
.
0
80
8
.
7
14
.
0
80
8
.
3
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%
1:6
2.0%1:50-4.0%
1:25-4.0%1:25
-16.7%1:6
1017+50
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP E
-1
2
.
0
80
7
.
8
14
.
0
80
7
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25
1017+75
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
℄ RAMP E
-1
2
.
0
80
6
.
8
14
.
0
80
6
.
4
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%
1:25-4.0%1:25
-16.7%1:6
1018+00
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
℄ RAMP E
-1
2
.
0
80
5
.
8
14
.
0
80
5
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1018+25
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP E
-1
2
.
0
80
4
.
8
14
.
0
80
4
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-25.0%
1:4
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1018+50
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP E
-1
2
.
0
80
3
.
8
14
.
0
80
3
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-16.7%
1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1018+75
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
℄ RAMP E
-1
2
.
0
80
2
.
8
14
.
0
80
2
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-16.7%
1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
1
.
1
81
1
.
0
8
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
0
.
3
81
0
.
3
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
9
.
4
80
9
.
5
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
8
.
6
80
8
.
7
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
7
.
8
80
7
.
8
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
6
.
8
80
6
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
5
.
8
80
5
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
4
.
7
80
4
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
3
.
8
80
3
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
2
.
9
80
2
.
8
4
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
4
:
1
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP E
XS8
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
1019+00
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
℄ RAMP E
-1
2
.
0
80
1
.
8
14
.
0
80
1
.
4
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%
1:25-4.0%1:25-4.0%1:25
1019+25
794
796
798
800
802
804
806
808
794
796
798
800
802
804
806
808
℄ RAMP E
-1
2
.
0
80
0
.
8
14
.
0
80
0
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-25.0%
1:4
2.0%1:50-4.0%1:25-4.0%1:25-4.0%
1:25
1019+50
792
794
796
798
800
802
804
806
792
794
796
798
800
802
804
806
℄ RAMP E
-1
2
.
0
79
9
.
8
14
.
0
79
9
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-25.0%1:4
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1019+75
792
794
796
798
800
802
804
806
792
794
796
798
800
802
804
806
℄ RAMP E
-1
2
.
0
79
8
.
8
14
.
0
79
8
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1020+00
792
794
796
798
800
802
804
806
792
794
796
798
800
802
804
806
℄ RAMP E
-1
2
.
0
79
7
.
8
14
.
0
79
7
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-25.0%
1:4
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1020+25
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP E
-1
2
.
0
79
6
.
8
14
.
0
79
6
.
4
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%
1:25-4.0%1:25
-16.7%1:6
1020+50
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP E
-1
2
.
0
79
5
.
8
14
.
0
79
5
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%
1:25-4.0%1:25
-16.7%1:6
1020+75
788
790
792
794
796
798
800
802
788
790
792
794
796
798
800
802
℄ RAMP E
-1
2
.
0
79
4
.
8
14
.
0
79
4
.
4
-2.0%1:50 -4.0%1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1021+00
782
784
786
788
790
792
794
796
782
784
786
788
790
792
794
796
℄ RAMP E
-1
2
.
0
79
3
.
9
14
.
0
79
3
.
5
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%
1:25-4.0%1:25
-25.0%1:4
1021+25
784
786
788
790
792
794
796
798
784
786
788
790
792
794
796
798
℄ RAMP E
-1
2
.
0
79
3
.
0
14
.
0
79
2
.
6
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25
-25.0%1:4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
1
.
8
80
1
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
0
.
8
80
0
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
9
.
8
79
9
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
8
.
7
79
8
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
7
.
8
79
7
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
6
.
8
79
6
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
5
.
7
79
5
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
4
.
8
79
4
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
3
.
8
79
3
.
9
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
2
.
9
79
3
.
0
3
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
4
:
2
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP E
XS9
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
1021+50
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP E
-1
2
.
0
79
2
.
2
14
.
0
79
1
.
8
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25-16.7%1:6
1021+75
784
786
788
790
792
794
796
798
784
786
788
790
792
794
796
798
℄ RAMP E
-1
2
.
0
79
1
.
5
14
.
0
79
1
.
1
-2.0%1:50 -4.0%
1:25 -4.0%
1:25
-16.7%
1:6
2.0%1:50-4.0%
1:25-4.0%1:25
-16.7%1:6
1022+00
784
786
788
790
792
794
796
798
784
786
788
790
792
794
796
798
℄ RAMP E
-1
2
.
0
79
0
.
8
14
.
0
79
0
.
4
-2.0%1:50 -4.0%
1:25 -4.0%1:25
-16.7%1:6
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6
1022+25
782
784
786
788
790
792
794
796
782
784
786
788
790
792
794
796
℄ RAMP E
-1
2
.
0
79
0
.
3
14
.
0
78
9
.
8
-2.5%1:40 -4.4%
1:23 -4.0%
1:25 -4.0%
1:25
2.5%1:40-4.0%1:25-4.0%1:25
-16.7%1:6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
2
.
1
79
2
.
2
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
1
.
3
79
1
.
5
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
0
.
8
79
0
.
8
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
0
.
3
79
0
.
2
6
-1
2
.
0
79
0
.
2
14
.
0
78
9
.
7
-2.6%
1:38 -4.6%
1:22 -4.0%
1:25 -4.0%
1:25
2.6%1:38-4.0%1:25-4.0%1:25
-16.7%1:6
1022+30.36
782
784
786
788
790
792
794
796
782
784
786
788
790
792
794
796
℄ RAMP E
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
0
.
1
79
0
.
1
5
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
4
:
4
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP E
XS10
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
2004+00
784
786
788
790
792
794
796
798
784
786
788
790
792
794
796
798
℄ RAMP F
14
.
0
78
9
.
5
-1
2
.
0
79
0
.
1
-2.1%1:49 -6.3%
1:16
2.1%1:49-1.1%1:93-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
2004+25
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP F
14
.
0
79
0
.
2
-1
2
.
0
79
0
.
7
-2.0%1:50 -5.3%
1:19
2.0%1:50-2.6%1:38-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
2004+50
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP F
14
.
0
79
1
.
0
-1
2
.
0
79
1
.
4
-2.0%1:50 -4.3%
1:23
2.0%1:50-4.0%
1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2004+75
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP F
14
.
0
79
1
.
8
-1
2
.
0
79
2
.
2
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2005+00
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP F
14
.
0
79
2
.
6
-1
2
.
0
79
3
.
0
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%
1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2005+25
788
790
792
794
796
798
800
802
788
790
792
794
796
798
800
802
℄ RAMP F
14
.
0
79
3
.
4
-1
2
.
0
79
3
.
8
-2.0%1:50 -4.0%1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2005+50
788
790
792
794
796
798
800
802
788
790
792
794
796
798
800
802
℄ RAMP F
14
.
0
79
4
.
3
-1
2
.
0
79
4
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2005+75
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP F
14
.
0
79
5
.
1
-1
2
.
0
79
5
.
5
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%1:25
-4.0%1:25
-16.7%1:6
2006+00
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP F
14
.
0
79
5
.
9
-1
2
.
0
79
6
.
3
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
0
.
1
79
0
.
0
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
0
.
7
79
0
.
6
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
1
.
4
79
1
.
4
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
2
.
2
79
2
.
2
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
2
.
9
79
3
.
0
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
3
.
8
79
3
.
8
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
4
.
6
79
4
.
6
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
5
.
3
79
5
.
4
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
6
.
3
79
6
.
2
8
14
.
0
78
9
.
1
-1
2
.
0
78
9
.
9
-2.4%1:42 -7.0%
1:14
2.4%1:42
0.0%Horizontal-4.0%
1:25
-4.0%
1:25
-4.0%
1:25
-4.0%
1:25
2003+82.54
784
786
788
790
792
794
796
798
784
786
788
790
792
794
796
798
℄ RAMP F
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
78
9
.
7
78
9
.
6
7
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
4
:
5
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP F
XS11
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
2006+25
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP F
14
.
0
79
6
.
7
-1
2
.
0
79
7
.
1
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%
1:6
2006+50
792
794
796
798
800
802
804
806
792
794
796
798
800
802
804
806
℄ RAMP F
14
.
0
79
7
.
5
-1
2
.
0
79
7
.
9
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%1:25
-4.0%1:25
-16.7%
1:6
2006+75
792
794
796
798
800
802
804
806
792
794
796
798
800
802
804
806
℄ RAMP F
14
.
0
79
8
.
3
-1
2
.
0
79
8
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%
1:25
-16.7%
1:6
2007+00
794
796
798
800
802
804
806
808
794
796
798
800
802
804
806
808
℄ RAMP F
14
.
0
79
9
.
1
-1
2
.
0
79
9
.
5
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2007+25
794
796
798
800
802
804
806
808
794
796
798
800
802
804
806
808
℄ RAMP F
14
.
0
79
9
.
9
-1
2
.
0
80
0
.
3
-2.0%1:50 -4.0%1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2007+50
794
796
798
800
802
804
806
808
794
796
798
800
802
804
806
808
℄ RAMP F
14
.
0
80
0
.
8
-1
2
.
0
80
1
.
2
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2007+75
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
℄ RAMP F
14
.
0
80
1
.
6
-1
2
.
0
80
2
.
0
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-25.0%1:4
2008+00
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
℄ RAMP F
14
.
0
80
2
.
4
-1
2
.
0
80
2
.
8
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%
1:25-4.0%1:25 -4.0%
1:25
-4.0%
1:25
-20.0%
1:5
2008+25
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP F
-1
2
.
3
80
3
.
6
14
.
0
80
3
.
2
-4.0%
1:25 -4.0%
1:25
-25.0%1:4
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25
-2.0%1:50
2008+50
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP F
-1
3
.
5
80
4
.
4
14
.
0
80
4
.
0
-4.0%1:25 -4.0%
1:25
-25.0%
1:4
2.0%1:50
2.0%1:50-4.0%
1:25-4.0%1:25-4.0%1:25
-2.0%1:50
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
7
.
0
79
7
.
0
9
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
7
.
8
79
7
.
9
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
8
.
7
79
8
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
9
.
6
79
9
.
5
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
0
.
4
80
0
.
3
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
1
.
2
80
1
.
1
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
1
.
9
80
1
.
9
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
2
.
8
80
2
.
7
8
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
3
.
5
80
3
.
5
9
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
4
.
4
80
4
.
4
0
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
5
:
1
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP F
XS12
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
2008+75
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP F
-1
5
.
0
80
5
.
3
14
.
0
80
4
.
8
-4.0%
1:25 -4.0%
1:25
-33.3%
1:3
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25
-2.0%1:50
2009+00
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
℄ RAMP F
-1
6
.
8
80
6
.
1
14
.
0
80
5
.
6
-4.0%1:25 -4.0%
1:25
-33.3%
1:3
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25
-2.0%1:50
2009+25
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
℄ RAMP F
-1
8
.
8
80
6
.
9
14
.
0
80
6
.
3
-4.0%
1:25 -4.0%
1:25
-33.3%
1:3
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25 -2.0%1:50
2009+50
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP F
-2
0
.
0
80
7
.
6
14
.
0
80
7
.
0
-4.0%
1:25 -4.0%
1:25
-33.3%
1:3
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25 -2.0%1:50
2009+75
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP F
-2
0
.
0
80
8
.
2
14
.
0
80
7
.
7
-4.0%
1:25 -4.0%
1:25
-20.0%
1:5
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25 -2.0%1:50
2010+00
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP F
-2
0
.
0
80
8
.
8
14
.
0
80
8
.
2
-4.0%
1:25 -4.0%
1:25
-25.0%
1:4
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25-4.0%1:25 -2.0%1:50
2010+25
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP F
-2
0
.
0
80
9
.
3
14
.
0
80
8
.
7
-4.0%
1:25 -4.0%1:25
-25.0%
1:4
2.0%1:50
2.0%1:50-4.0%1:25-4.0%
1:25-4.0%
1:25 -2.0%1:50
2010+50
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP F
-2
0
.
0
80
9
.
8
14
.
0
80
9
.
2
-4.0%
1:25 -4.0%
1:25
-25.0%
1:4
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6 -2.0%1:50
2010+75
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP F
-2
0
.
0
81
0
.
2
14
.
0
80
9
.
6
-4.0%
1:25 -4.0%
1:25
-25.0%
1:4
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6 -2.0%1:50
2011+00
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP F
-2
0
.
0
81
0
.
5
14
.
0
80
9
.
9
-4.0%1:25 -4.0%
1:25
-25.0%
1:4
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6 -2.0%1:50
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
5
.
2
80
5
.
2
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
6
.
0
80
6
.
0
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
6
.
6
80
6
.
7
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
7
.
3
80
7
.
4
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
7
.
7
80
8
.
0
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
8
.
4
80
8
.
6
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
8
.
9
80
9
.
1
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
9
.
3
80
9
.
5
9
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
9
.
8
80
9
.
9
9
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
0
.
0
81
0
.
3
4
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
5
:
2
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP F
XS13
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
2011+25
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP F
-2
0
.
0
81
0
.
8
14
.
0
81
0
.
2
-4.0%
1:25 -4.0%
1:25
-25.0%
1:4
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6 -2.0%1:50
2011+50
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP F
-2
0
.
0
81
1
.
0
14
.
0
81
0
.
5
-4.0%
1:25 -4.0%
1:25
-33.3%
1:3
2.0%1:50
2.0%1:50-4.0%1:25-4.0%1:25
-16.7%1:6 -2.0%1:50
2011+75
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP F
-2
0
.
0
81
1
.
3
14
.
0
81
0
.
6
-4.0%
1:25 -4.0%1:25
-33.3%
1:3
2.0%1:50
2.0%1:50
-1.4%1:73-4.0%1:25
-16.7%1:6 -2.0%1:50
2012+00
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP F
-2
0
.
0
81
1
.
6
14
.
0
81
0
.
9
-2.2%1:45 -4.0%
1:25
-33.3%
1:32.0%1:50
2.0%1:50
1.6%1:61-4.0%1:25
-16.7%1:6 -2.0%1:50
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
0
.
3
81
0
.
6
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
0
.
5
81
0
.
8
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
0
.
7
81
1
.
0
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
0
.
9
81
1
.
1
8
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
5
:
4
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP F
XS14
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
2013+50
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP H
2013+75
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP H
2014+00
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP H
14
.
7
81
4
.
2
-1
2
.
5
81
4
.
5
-2.0%1:50 4.00%
-50.0%
1:2
2.0%1:51
16.6%1:6 1.0%1:105
2014+25
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP H
14
.
0
81
3
.
9
-1
2
.
0
81
4
.
5
-2.0%1:50 -3.3%1:30
2.0%1:50
0.1%1:11410.1%1:1000
-4.0%
1:25
16.7%1:6
-4.0%1:25
2014+50
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP H
14
.
0
81
4
.
0
-1
2
.
0
81
4
.
4
-2.0%1:50 -4.0%
1:25
2.0%1:50-2.9%1:34-4.0%1:25
-4.0%1:25
-4.0%1:25
-4.0%
1:25
2014+75
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP H
14
.
0
81
4
.
0
-1
2
.
0
81
4
.
4
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%
1:25-4.0%1:25
-4.0%
1:25
-4.0%1:25
-4.0%
1:25
2015+00
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP H
14
.
0
81
3
.
9
-1
2
.
0
81
4
.
3
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25
-4.0%1:25
-4.0%1:25
-4.0%
1:25
2015+25
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP H
14
.
0
81
3
.
7
-1
2
.
0
81
4
.
1
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%
1:25
-4.0%
1:25
-4.0%1:25
-4.0%
1:25
2015+50
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP H
14
.
0
81
3
.
3
-1
2
.
0
81
3
.
7
-2.0%1:50 -4.0%1:25
2.0%1:50-4.0%1:25-4.0%1:25
-4.0%
1:25
-4.0%1:25
-4.0%
1:25
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
3
.
0
81
3
.
2
3
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
3
.
6
81
3
.
7
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
1
81
4
.
0
5
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
4
81
4
.
2
9
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
4
81
4
.
4
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
4
81
4
.
4
0
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
2
81
4
.
2
9
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
1
81
4
.
0
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
3
.
7
81
3
.
7
1
0.8%4.5%
1.9%4.2%
4.5%
-2.0%1:50 -2.0%1:50
2.0%1:50
2.0%1:50
2.0%1:50
-4.0%
1:25
16.7%
1:6
-4.0%1:25
2.0%1:51
1.5%1:68
2014+09.07
808
810
812
814
816
818
820
822
808
810
812
814
816
818
820
822
℄ RAMP H
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
4
.
2
81
4
.
1
5
0.7%
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
5
:
5
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP H
XS15
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
2015+75
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP H
14
.
0
81
2
.
8
-1
2
.
0
81
3
.
2
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%
1:25-4.0%1:25
-4.0%
1:25
-4.0%1:25
-4.0%
1:25
2016+00
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP H
14
.
0
81
2
.
3
-1
2
.
0
81
2
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25
-4.0%
1:25
-4.0%
1:25
-16.7%1:6
2016+25
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP H
14
.
0
81
1
.
6
-1
2
.
0
81
2
.
0
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%
1:25
-4.0%
1:25
-4.0%1:25
-16.7%1:6
2016+50
806
808
810
812
814
816
818
820
806
808
810
812
814
816
818
820
℄ RAMP H
14
.
0
81
0
.
8
-1
2
.
0
81
1
.
2
-2.0%1:50 -4.0%1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%1:25
-4.0%
1:25
-16.7%
1:6
2016+75
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP H
14
.
0
81
0
.
1
-1
2
.
0
81
0
.
5
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2017+00
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
℄ RAMP H
14
.
0
80
9
.
3
-1
2
.
0
80
9
.
7
-2.0%1:50 -4.0%1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2017+25
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP H
14
.
0
80
8
.
6
-1
2
.
0
80
9
.
0
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2017+50
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP H
14
.
0
80
7
.
8
-1
2
.
0
80
8
.
2
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%
1:25
-16.7%1:6
2017+75
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
℄ RAMP H
14
.
0
80
7
.
1
-1
2
.
0
80
7
.
5
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%1:25
2018+00
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
℄ RAMP H
14
.
0
80
6
.
3
-1
2
.
0
80
6
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
3
.
2
81
3
.
2
4
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
2
.
5
81
2
.
6
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
1
.
8
81
1
.
9
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
1
.
2
81
1
.
2
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
81
0
.
4
81
0
.
4
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
9
.
6
80
9
.
7
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
8
.
9
80
8
.
9
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
8
.
2
80
8
.
2
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
7
.
4
80
7
.
4
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
6
.
5
80
6
.
7
1
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
6
:
1
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP H
XS16
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
2018+25
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
℄ RAMP H
14
.
0
80
5
.
6
-1
2
.
0
80
6
.
0
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%1:25
-4.0%1:25 -4.0%
1:25
2018+50
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
℄ RAMP H
14
.
0
80
4
.
8
-1
2
.
0
80
5
.
2
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
2018+75
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP H
14
.
0
80
4
.
1
-1
2
.
0
80
4
.
5
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%
1:25 -4.0%1:25
-4.0%1:25 -4.0%
1:25
2019+00
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP H
14
.
0
80
3
.
3
-1
2
.
0
80
3
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
2019+25
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
℄ RAMP H
14
.
0
80
2
.
6
-1
2
.
0
80
3
.
0
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%1:25
-4.0%1:25 -4.0%1:25
2019+50
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
℄ RAMP H
14
.
0
80
1
.
8
-1
2
.
0
80
2
.
2
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
2019+75
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
℄ RAMP H
14
.
0
80
1
.
1
-1
2
.
0
80
1
.
5
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%1:25
-4.0%1:25 -4.0%
1:25
2020+00
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
℄ RAMP H
14
.
0
80
0
.
3
-1
2
.
0
80
0
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
2020+25
794
796
798
800
802
804
806
808
794
796
798
800
802
804
806
808
℄ RAMP H
14
.
0
79
9
.
6
-1
2
.
0
80
0
.
0
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%
1:25-4.0%1:25 -4.0%1:25
-4.0%1:25 -4.0%
1:25
2020+50
794
796
798
800
802
804
806
808
794
796
798
800
802
804
806
808
℄ RAMP H
14
.
0
79
8
.
8
-1
2
.
0
79
9
.
2
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25 -4.0%
1:25
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
5
.
7
80
5
.
9
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
5
.
1
80
5
.
2
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
4
.
4
80
4
.
4
6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
3
.
6
80
3
.
7
1
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
2
.
8
80
2
.
9
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
2
.
0
80
2
.
2
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
1
.
3
80
1
.
4
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
80
0
.
6
80
0
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
9
.
9
79
9
.
9
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
9
.
2
79
9
.
2
2
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
6
:
2
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP H
XS17
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
2020+75
792
794
796
798
800
802
804
806
792
794
796
798
800
802
804
806
℄ RAMP H
14
.
0
79
8
.
1
-1
2
.
0
79
8
.
5
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%1:25
-4.0%1:25
-16.7%
1:6
2021+00
792
794
796
798
800
802
804
806
792
794
796
798
800
802
804
806
℄ RAMP H
14
.
0
79
7
.
3
-1
2
.
0
79
7
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%1:6
2021+25
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP H
14
.
0
79
6
.
6
-1
2
.
0
79
7
.
0
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%
1:25-4.0%1:25 -4.0%
1:25
-16.7%1:6
-16.7%1:6
2021+50
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP H
14
.
0
79
5
.
8
-1
2
.
0
79
6
.
2
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%
1:25 -4.0%
1:25
-16.7%1:6
-16.7%
1:6
2021+75
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
℄ RAMP H
14
.
0
79
5
.
1
-1
2
.
0
79
5
.
5
-2.0%1:50 -4.0%1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%
1:6
2022+00
788
790
792
794
796
798
800
802
788
790
792
794
796
798
800
802
℄ RAMP H
14
.
0
79
4
.
3
-1
2
.
0
79
4
.
7
-2.0%1:50 -4.0%
1:25
2.0%1:50-4.0%1:25-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%
1:6
2022+25
788
790
792
794
796
798
800
802
788
790
792
794
796
798
800
802
℄ RAMP H
14
.
0
79
3
.
6
-1
2
.
0
79
4
.
0
-2.0%1:50 -4.0%1:25
2.0%1:50-3.9%
1:26-4.0%1:25 -4.0%
1:25
-4.0%1:25
-16.7%
1:6
2022+50
788
790
792
794
796
798
800
802
788
790
792
794
796
798
800
802
℄ RAMP H
14
.
0
79
2
.
8
-1
2
.
0
79
3
.
3
-2.0%1:50 -4.0%
1:25
2.0%1:50-2.4%1:43-4.0%
1:25 -4.0%
1:25
-16.7%1:6
-16.7%1:6
2022+75
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP H
14
.
0
79
2
.
1
-1
2
.
0
79
2
.
6
-2.0%1:51 -4.0%
1:25
2.0%1:51
-0.9%1:117-4.0%1:25 -4.0%
1:25
-16.7%1:6
-16.7%
1:6
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
8
.
4
79
8
.
4
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
7
.
6
79
7
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
6
.
9
79
6
.
9
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
6
.
0
79
6
.
2
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
5
.
4
79
5
.
4
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
4
.
7
79
4
.
7
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
3
.
8
79
3
.
9
7
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
3
.
1
79
3
.
2
2
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
2
.
4
79
2
.
4
7
14
.
0
79
1
.
4
-1
2
.
0
79
1
.
9
-1.5%1:67 -4.6%
1:22
1.5%1:67
0.5%1:200-4.0%1:25 -4.0%
1:25
-16.7%1:6
-16.7%1:6
2022+97.53
786
788
790
792
794
796
798
800
786
788
790
792
794
796
798
800
℄ RAMP H
-70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40 +50 +60 +70
79
1
.
8
79
1
.
8
0
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
6
:
4
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
RAMP H
XS18
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
70+25
812
814
816
818
820
822
824
826
812
814
816
818
820
822
824
826
℄ 80TH ST EB℄ 80TH ST WB
2.0%1:50 -2.0%1:50
-0.9%1:106
-0.9%1:106
70+50
810
812
814
816
818
820
822
824
810
812
814
816
818
820
822
824
℄ 80TH ST EB℄ 80TH ST WB
2.0%1:50 -2.0%1:50
-0.4%1:235
-0.4%1:227
70+75
810
812
814
816
818
820
822
824
810
812
814
816
818
820
822
824
℄ 80TH ST EB℄ 80TH ST WB
2.0%1:50 -2.0%1:50
0.1%1:1104 0.1%1:1346
71+00
810
812
814
816
818
820
822
824
810
812
814
816
818
820
822
824
℄ 80TH ST EB℄ 80TH ST WB
2.0%1:50 -2.0%1:50
0.6%1:165 0.6%1:170
71+25
810
812
814
816
818
820
822
824
810
812
814
816
818
820
822
824
℄ 80TH ST EB
℄ 80TH ST WB
2.0%1:50 -2.0%1:50
1.1%1:89 1.1%1:90
-2
7
.
2
81
6
.
7
-3
1
.
2
81
6
.
6
-7
8
.
2
81
7
.
2
18
.
5
81
5
.
7
-2.1%1:49
2.0%1:50
71+50
810
812
814
816
818
820
822
824
810
812
814
816
818
820
822
824
℄ 80TH ST EB
℄ 80TH ST WB
2.1%1:48 -2.1%1:48
1.9%1:51 1.9%1:52
-2
7
.
1
81
6
.
5
-3
1
.
5
81
6
.
4
-7
7
.
5
81
7
.
3
-2.8%1:35
2.0%1:50-16.6%1:6
-80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40
81
6
.
6
81
6
.
6
6
-80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40
81
6
.
5
81
6
.
4
2
-80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40
81
6
.
3
81
6
.
1
7
-80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40
81
6
.
1
81
5
.
9
3
-80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40
81
5
.
7
81
5
.
6
8
-80 -70 -60 -50 -40 -30 -20 -10 CL +10 +20 +30 +40
81
5
.
4
81
5
.
7
5
0.6%1.5%
0.2%
1.4%
0.7%1.5%
0.8%
0.9%
2.6%
1.4%0.4%
0.2%
1.0%
8.7%0.1%
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
ENTIRE CROSS SECTION WITHIN EXISTING MNDOT ROW
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
9
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
6
:
5
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
CJB
CJB
ZAP CROSS SECTIONS
80TH STREET
XS19
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
79+00
792
794
796
798
800
802
804
806
808
810
812
814
816
792
794
796
798
800
802
804
806
808
810
812
814
816
20
.
5
80
9
.
4
24
.
5
80
9
.
5
83
.
4
79
6
.
8
-1
4
.
7
81
0
.
1
-4
4
.
7
81
0
.
5
2.00%2.09%2.00%1.50%
-25.0%1:4
2.35%
2.57%2.45%1.15%
78+75
790
792
794
796
798
800
802
804
806
808
810
812
814
816
790
792
794
796
798
800
802
804
806
808
810
812
814
816
18
.
0
80
9
.
6
22
.
0
80
9
.
7
85
.
4
79
6
.
0
-1
4
.
7
81
0
.
3
-4
5
.
2
81
0
.
7
2.00%1.89%2.00%1.50%
-25.0%
1:4
2.05%
2.43%2.24%1.31%
78+50
790
792
794
796
798
800
802
804
806
808
810
812
814
816
790
792
794
796
798
800
802
804
806
808
810
812
814
816
15
.
2
80
9
.
9
19
.
2
80
9
.
9
73
.
8
79
8
.
4
-1
4
.
7
81
0
.
4
-4
5
.
6
81
0
.
8
2.00%2.00%1.50%
-25.0%
1:4
1.73%
1.83%2.11%1.40%
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
4
80
9
.
3
7
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
6
80
9
.
5
5
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
8
80
9
.
7
5
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
R/W
102'
R/W
98'
R/W
147'
R/W
94'
-2.0%1:50-2.0%1:50
-33.3%1:3
-2.0%1:50-2.0%1:50
-33.3%1:3
-1
0
6
.
3
80
8
.
1
-2.0%1:50-2.0%1:50
-33.3%1:3
-33.3%1:3
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
7
:
3
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS20
79+25
792
794
796
798
800
802
804
806
808
810
812
814
816
792
794
796
798
800
802
804
806
808
810
812
814
816
22
.
7
80
9
.
2
26
.
7
80
9
.
2
83
.
3
79
7
.
2
-1
4
.
7
81
0
.
0
-4
4
.
1
81
0
.
3
2.00%2.70%2.00%1.50%
-25.0%
1:4
2.47%
2.52%2.45%0.96%
79+75
792
794
796
798
800
802
804
806
808
810
812
814
816
792
794
796
798
800
802
804
806
808
810
812
814
816
23
.
7
80
8
.
9
27
.
7
80
9
.
0
77
.
2
79
8
.
7
-1
4
.
7
80
9
.
8
-4
1
.
9
80
9
.
9
3.00%3.00%2.00%1.50%
-25.0%
1:4
2.00%2.62%
1.10%2.56%0.37%
79+50
792
794
796
798
800
802
804
806
808
810
812
814
816
792
794
796
798
800
802
804
806
808
810
812
814
816
23
.
7
80
9
.
0
27
.
7
80
9
.
1
80
.
6
79
7
.
9
-1
4
.
7
80
9
.
9
-4
3
.
2
81
0
.
1
3.00%3.00%2.00%1.50%
-25.0%1:4
2.00%2.58%
2.42%2.45%0.66%
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
0
80
9
.
0
5
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
0
80
9
.
1
2
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
2
80
9
.
2
3
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
R/W
142'
R/W
89'
R/W
136'
R/W
85'
R/W
131'
R/W
81'
-1
0
0
.
9
80
9
.
6
-2.0%1:50-2.0%1:50
-33.3%1:3
-33.3%1:3
-8
6
.
4
81
0
.
3
-1
0
3
.
7
80
8
.
2
-2.0%1:51-2.0%1:51
-33.3%1:3
-33.3%1:3
-1
1
4
.
1
80
4
.
3
-2.0%1:51-2.0%1:51
-33.4%1:3
-33.2%1:3
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
7
:
5
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS21
80+00
792
794
796
798
800
802
804
806
808
810
812
814
816
792
794
796
798
800
802
804
806
808
810
812
814
816
80+25
794
796
798
800
802
804
806
808
810
812
814
816
794
796
798
800
802
804
806
808
810
812
814
816
23
.
7
80
8
.
8
27
.
7
80
8
.
9
67
.
9
80
0
.
9
-1
4
.
7
80
9
.
7
-3
8
.
7
80
9
.
7
3.00%3.00%2.00%1.50%
-25.0%
1:4
2.00%2.45%2.20%2.50%0.05%
80+50
794
796
798
800
802
804
806
808
810
812
814
794
796
798
800
802
804
806
808
810
812
814
23
.
7
80
8
.
7
27
.
7
80
8
.
8
64
.
0
80
1
.
8
-1
4
.
7
80
9
.
6
-3
7
.
3
80
9
.
6
3.00%3.00%2.00%1.50%
-25.0%
1:4
2.00%2.36%
2.01%2.56%0.03%
23
.
7
80
8
.
8
27
.
7
80
8
.
9
74
.
4
79
9
.
4
-1
4
.
7
80
9
.
8
-4
0
.
3
80
9
.
8
3.00%3.00%2.00%1.50%
-25.0%
1:4
2.00%2.54%
2.15%2.55%0.18%
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
8
80
8
.
9
3
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
8
80
8
.
8
7
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
-150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
9
80
8
.
9
9
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
R/W
125'
R/W
77'
R/W
120'
R/W
78'
R/W
78'
-1.9%1:53-1.9%1:53
-33.1%1:3
-2.0%1:51-2.0%1:51
-33.3%1:3
-5.3%1:19-1.9%1:54
-33.3%1:3
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
8
:
0
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS22
80+75
794
796
798
800
802
804
806
808
810
812
814
794
796
798
800
802
804
806
808
810
812
814
23
.
7
80
8
.
7
27
.
7
80
8
.
7
62
.
6
80
2
.
1
-1
4
.
7
80
9
.
5
-3
6
.
2
80
9
.
6
3.00%3.00%2.00%1.50%
-25.0%
1:4
2.00%2.28%
1.71%2.49%0.14%
81+00
796
798
800
802
804
806
808
810
812
814
796
798
800
802
804
806
808
810
812
814
23
.
7
80
8
.
6
27
.
7
80
8
.
7
60
.
7
80
2
.
6
-1
4
.
7
80
9
.
5
-3
5
.
4
80
9
.
6
3.00%3.00%2.00%1.50%
-25.0%1:4
2.00%2.17%
1.49%2.34%0.39%
81+25
796
798
800
802
804
806
808
810
812
814
796
798
800
802
804
806
808
810
812
814
23
.
7
80
8
.
6
27
.
7
80
8
.
7
61
.
4
80
2
.
3
-1
4
.
7
80
9
.
4
-3
4
.
8
80
9
.
6
3.00%3.00%2.00%1.50%
-25.0%1:4
2.00%1.89%
2.71%2.91%0.79%
81+50
796
798
800
802
804
806
808
810
812
814
796
798
800
802
804
806
808
810
812
814
23
.
7
80
8
.
6
27
.
7
80
8
.
7
61
.
8
80
2
.
2
-1
4
.
7
80
9
.
4
-3
4
.
5
80
9
.
6
3.00%3.00%2.00%1.50%
-25.0%
1:4
2.00%1.63%
3.52%3.16%1.19%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
7
80
8
.
8
1
CL +10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
7
80
8
.
7
6
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
7
80
8
.
7
2
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
7
80
8
.
7
2
CL +10 +20 +30 +40 +50 +60 +70 +80
R/W
78'
R/W
107'
R/W
77'
R/W
105'
R/W
76'
R/W
103'
R/W
74'
-8
0
.
5
80
9
.
6
-8
1
.
8
80
9
.
5
-8.6%
1:12
-8.9%
1:11-1.9%1:52
-33.6%1:3
-9.2%
1:11
-1.9%1:52
-33.4%1:3
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
8
:
2
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS23
81+75
798
800
802
804
806
808
810
812
814
798
800
802
804
806
808
810
812
814
23
.
7
80
8
.
6
27
.
7
80
8
.
7
60
.
7
80
2
.
5
-1
4
.
7
80
9
.
4
-3
4
.
5
80
9
.
7
3.00%3.00%2.00%1.50%
-25.0%1:4
2.00%1.91%
3.41%3.00%1.23%
82+00
798
800
802
804
806
808
810
812
814
816
798
800
802
804
806
808
810
812
814
816
23
.
7
80
8
.
6
27
.
7
80
8
.
7
59
.
6
80
2
.
8
-1
5
.
1
80
9
.
5
-3
4
.
8
80
9
.
8
3.00%3.00%2.00%1.50%
-25.0%
1:4
2.00%1.93%
3.48%2.81%1.42%
82+25
798
800
802
804
806
808
810
812
814
816
798
800
802
804
806
808
810
812
814
816
23
.
7
80
8
.
7
27
.
7
80
8
.
8
57
.
2
80
3
.
5
-1
7
.
8
80
9
.
5
-3
5
.
2
80
9
.
9
2.00%2.00%0.44%3.00%3.00%2.00%1.50%
-25.0%
1:4
2.00%1.62%1.95%
82+50
798
800
802
804
806
808
810
812
814
816
798
800
802
804
806
808
810
812
814
816
23
.
7
80
8
.
8
27
.
7
80
8
.
9
56
.
1
80
3
.
9
-2
0
.
5
80
9
.
6
-3
5
.
3
81
0
.
0
2.00%2.00%0.24%3.00%3.00%2.00%1.50%
-25.0%
1:4
2.00%1.09%2.73%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
8
80
8
.
7
3
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
8
80
8
.
7
8
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
8
.
9
80
8
.
8
5
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
0
80
8
.
9
5
CL +10 +20 +30 +40 +50 +60 +70 +80
R/W
101'
R/W
72'
R/W
101'
R/W
69'
R/W
101'
R/W
65'
R/W
101'
R/W
61'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
8
:
3
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS24
82+95
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
23
.
0
80
8
.
6
49
.
5
80
8
.
0
-2
5
.
4
80
9
.
8
-3
5
.
3
81
0
.
2
2.00%2.00%0.40%3.00%3.00%5.00%0.84%-5.9%
1:17
2.00%0.10%4.17%
82+85
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
23
.
0
80
8
.
6
51
.
1
80
7
.
8
-2
4
.
3
80
9
.
8
-3
5
.
3
81
0
.
2
2.00%2.00%0.32%3.00%3.00%3.26%0.37%-6.2%
1:16
2.00%0.25%3.74%
83+25
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
23
.
7
80
9
.
3
27
.
7
80
9
.
3
38
.
8
80
8
.
7
-2
8
.
7
81
0
.
0
-3
5
.
7
81
0
.
4
2.00%2.00%0.51%3.00%2.00%1.50%
-25.0%1:42.00%0.84%5.44%
83+50
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
23
.
7
80
9
.
5
27
.
7
80
9
.
6
39
.
9
81
0
.
7
-3
1
.
4
81
0
.
1
-3
6
.
5
81
0
.
5
2.00%2.00%0.71%3.00%2.00%1.50%25.0%1:42.00%0.95%6.86%
83+75
802
804
806
808
810
812
814
816
802
804
806
808
810
812
814
816
23
.
7
80
9
.
7
27
.
7
80
9
.
8
39
.
8
81
0
.
9
-3
4
.
2
81
0
.
3
-3
7
.
3
81
0
.
6
2.00%2.00%0.99%3.00%2.00%1.50%25.0%1:42.00%1.23%10.45%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
3
80
9
.
2
0
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
2
80
9
.
1
4
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
6
80
9
.
4
1
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
80
9
.
9
80
9
.
6
2
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
0
.
1
80
9
.
8
5
CL +10 +20 +30 +40 +50 +60 +70 +80
R/W
101'
R/W
54'
R/W
101'
R/W
55'
R/W
101'
R/W
39'
R/W
101'
R/W
39'
R/W
101'
R/W
39'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
8
:
5
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS25
84+15
804
806
808
810
812
814
816
804
806
808
810
812
814
816
19
.
4
80
9
.
8
39
.
3
81
0
.
2
-3
4
.
2
81
0
.
7
-3
7
.
3
81
0
.
9
3.00%8.19%0.72%-0.7%1:1402.00%2.00%1.16%2.00%1.55%8.20%
84+30
804
806
808
810
812
814
816
804
806
808
810
812
814
816
16
.
9
81
0
.
1
39
.
3
81
0
.
2
-3
4
.
2
81
0
.
8
-3
7
.
3
81
1
.
1
3.00%8.67%1.05%-4.9%
1:202.00%2.00%1.30%2.00%1.41%8.35%
84+75
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
32
.
9
81
0
.
6
20
.
9
81
1
.
3
-3
4
.
2
81
1
.
3
-3
7
.
3
81
1
.
7
-22.1%1:52.00%13.68%
1.55%2.00%2.00%2.00%2.00%
84+60
804
806
808
810
812
814
816
804
806
808
810
812
814
816
39
.
2
80
8
.
6
20
.
7
81
1
.
2
-3
4
.
2
81
1
.
1
-3
7
.
3
81
1
.
5
-26.0%
1:4
2.00%10.69%
1.08%2.00%1.72%2.00%2.00%
85+00
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
33
.
6
81
1
.
3
21
.
6
81
1
.
5
-3
4
.
2
81
1
.
6
-3
7
.
3
81
2
.
1
-8.2%
1:122.00%
14.26%
2.02%2.00%2.00%2.00%2.00%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
0
.
4
81
0
.
2
8
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
0
.
5
81
0
.
4
6
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
1
.
0
81
1
.
0
5
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
0
.
8
81
0
.
8
5
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
1
.
3
81
1
.
4
0
CL +10 +20 +30 +40 +50 +60 +70 +80
R/W
101'
R/W
39'
R/W
101'
R/W
39'
R/W
101'
R/W
43'
R/W
101'
R/W
39'
R/W
101'
R/W
52'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
4
:
0
1
:
0
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS26
85+25
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
34
.
4
81
1
.
3
22
.
4
81
1
.
5
-3
4
.
2
81
2
.
0
-3
7
.
3
81
2
.
4
-7.3%
1:142.00%
14.36%
2.21%2.00%2.00%2.00%2.00%
85+50
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
35
.
1
81
1
.
9
23
.
1
81
2
.
1
-3
4
.
2
81
2
.
3
-3
7
.
3
81
2
.
8
-8.2%
1:122.00%
13.99%
2.21%2.00%2.00%2.00%2.00%
85+75
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
-3
4
.
2
81
2
.
7
-3
7
.
3
81
3
.
1
13.70%
2.06%2.00%2.00%2.00%2.00%
86+00
804
806
808
810
812
814
816
818
804
806
808
810
812
814
816
818
-3
4
.
2
81
3
.
0
-3
7
.
3
81
3
.
5
15.17%
1.90%2.00%2.00%2.00%2.00%
86+25
804
806
808
810
812
814
816
818
820
804
806
808
810
812
814
816
818
820
-3
4
.
2
81
3
.
4
-3
7
.
3
81
3
.
8
15.04%
1.80%2.00%2.00%2.00%2.00%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
1
.
4
81
1
.
7
5
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
2
.
1
81
2
.
1
0
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
2
.
4
81
2
.
4
4
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
2
.
8
81
2
.
7
9
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
3
.
2
81
3
.
1
4
CL +10 +20 +30 +40 +50 +60 +70 +80
R/W
101'
R/W
39'
R/W
101'
R/W
39'
R/W
101'
R/W
39'
R/W
101'
R/W
39'
R/W
101'
R/W
39'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
2
/
2
0
2
5
4
:
0
1
:
1
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS27
86+50
804
806
808
810
812
814
816
818
820
804
806
808
810
812
814
816
818
820
-3
4
.
2
81
3
.
7
-3
7
.
3
81
4
.
2
15.19%
1.81%2.00%2.01%2.00%2.00%
86+75
802
804
806
808
810
812
814
816
818
820
822
802
804
806
808
810
812
814
816
818
820
822
-3
4
.
2
81
4
.
1
-3
7
.
3
81
4
.
5
14.55%
1.83%2.00%2.01%2.00%2.00%
87+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
-3
4
.
2
81
4
.
4
-3
7
.
3
81
4
.
8
13.64%
1.84%2.00%2.01%2.00%2.00%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
3
.
5
81
3
.
4
9
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
3
.
8
81
3
.
8
3
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
4
.
2
81
4
.
1
8
CL +10 +20 +30 +40 +50 +60 +70 +80
R/W
101'
R/W
39'
R/W
101'
R/W
39'
R/W
101'
R/W
39'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
9
:
4
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS28
87+25
802
804
806
808
810
812
814
816
818
820
822
824
826
828
802
804
806
808
810
812
814
816
818
820
822
824
826
828
-3
4
.
2
81
4
.
8
-3
7
.
3
81
5
.
2
14.91%
1.85%2.00%2.01%2.00%2.00%
87+50
802
804
806
808
810
812
814
816
818
820
822
824
826
828
802
804
806
808
810
812
814
816
818
820
822
824
826
828
-3
4
.
2
81
5
.
1
-3
7
.
3
81
5
.
6
15.17%
1.87%2.00%2.01%2.00%2.00%
87+75
802
804
806
808
810
812
814
816
818
820
822
824
826
828
802
804
806
808
810
812
814
816
818
820
822
824
826
828
-3
4
.
2
81
5
.
5
-3
7
.
3
81
5
.
9
15.31%
1.88%2.00%2.01%2.00%2.00%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
4
.
5
81
4
.
5
3
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
4
.
9
81
4
.
8
8
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
5
.
2
81
5
.
2
2
CL +10 +20 +30 +40 +50 +60 +70 +80
R/W
101'
R/W
39'
R/W
101'
R/W
39'
R/W
101'
R/W
39'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
0
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
1
9
:
5
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS29
88+50
808
810
812
814
816
818
820
822
824
826
828
808
810
812
814
816
818
820
822
824
826
828
-3
4
.
2
81
6
.
7
-3
7
.
3
81
6
.
8
1.92%2.27%1.32%1.85%1.33%5.39%
88+25
806
808
810
812
814
816
818
820
822
824
826
828
806
808
810
812
814
816
818
820
822
824
826
828
-3
4
.
2
81
6
.
2
-3
7
.
3
81
6
.
6
1.90%2.07%1.82%2.07%1.84%12.64%
88+00
804
806
808
810
812
814
816
818
820
822
824
826
828
804
806
808
810
812
814
816
818
820
822
824
826
828
-3
4
.
2
81
5
.
8
-3
7
.
3
81
6
.
3
1.89%2.00%2.01%2.00%2.00%15.17%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
6
.
3
81
6
.
2
7
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
5
.
9
81
5
.
9
2
CL +10 +20 +30 +40 +50 +60 +70 +80
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
5
.
6
81
5
.
5
7
CL +10 +20 +30 +40 +50 +60 +70 +80
R/W
101'
R/W
39'
R/W
101'
R/W
39'
R/W
101'
R/W
39'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
0
:
3
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS30
90+50
808
810
812
814
816
818
820
822
824
826
828
830
832
808
810
812
814
816
818
820
822
824
826
828
830
832
-1
2
.
7
82
0
.
5
-1
5
.
8
82
0
.
3
1.74%2.50%2.94%0.60%1.39%5.79%
90+75
810
812
814
816
818
820
822
824
826
828
830
832
834
810
812
814
816
818
820
822
824
826
828
830
832
834
-1
2
.
7
82
1
.
2
-1
5
.
8
82
0
.
8
2.08%1.27%2.34%1.71%1.89%12.23%
91+00
810
812
814
816
818
820
822
824
826
828
830
832
834
836
810
812
814
816
818
820
822
824
826
828
830
832
834
836
-1
2
.
7
82
1
.
9
-1
5
.
8
82
1
.
5
2.00%1.21%1.78%2.00%2.00%14.20%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
81
9
.
9
81
9
.
8
7
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
0
.
6
82
0
.
5
3
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
1
.
3
82
1
.
2
4
CL +10 +20 +30 +40 +50 +60
R/W
84'
R/W
36'
R/W
84'
R/W
36'
R/W
84'
R/W
36'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
0
:
5
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS31
91+25
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
-1
2
.
7
82
2
.
7
-1
5
.
8
82
2
.
2
2.00%1.02%1.84%2.00%2.00%13.60%
91+50
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
-1
2
.
7
82
3
.
5
-1
5
.
8
82
3
.
1
2.00%1.01%1.91%2.00%2.00%13.60%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
2
.
1
82
2
.
0
1
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
2
.
9
82
2
.
8
3
CL +10 +20 +30 +40 +50 +60
R/W
84'
R/W
36'
R/W
84'
R/W
36'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
1
:
0
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS32
91+75
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
-1
2
.
7
82
4
.
3
-1
5
.
8
82
3
.
9
2.00%1.15%1.97%2.00%2.00%13.61%
92+00
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
-1
2
.
7
82
5
.
3
-1
5
.
8
82
4
.
8
2.00%1.50%1.83%2.00%2.00%14.72%
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
3
.
7
82
3
.
6
9
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
4
.
6
82
4
.
6
1
CL +10 +20 +30 +40 +50 +60
R/W
84'
R/W
36'
R/W
84'
R/W
36'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
1
:
2
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS33
92+25
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
-1
2
.
7
82
6
.
2
-1
5
.
8
82
5
.
7
2.00%1.80%1.61%2.00%2.00%16.24%
92+50
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
-1
2
.
7
82
7
.
3
-1
5
.
8
82
6
.
8
13
.
7
82
6
.
8
17
.
2
82
6
.
8
29
.
2
82
6
.
2
2.00%2.00%2.00%1.46%2.00%2.00%15.40%2.00%1.50%
-18.8%1:5
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
5
.
5
82
5
.
5
8
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
6
.
5
82
6
.
6
0
CL +10 +20 +30 +40 +50 +60
R/W
84'
R/W
36'
R/W
84'
R/W
36'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
1
:
3
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS34
92+75
814
816
818
820
822
824
826
828
830
832
834
836
838
840
842
844
814
816
818
820
822
824
826
828
830
832
834
836
838
840
842
844
-1
2
.
7
82
8
.
3
-1
5
.
8
82
7
.
8
13
.
7
82
7
.
8
17
.
2
82
7
.
9
29
.
2
82
6
.
8
2.00%2.00%2.00%1.46%2.00%2.00%15.49%2.00%1.50%
-30.8%
1:3
93+00
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
842
844
846
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
842
844
846
-1
2
.
7
82
9
.
4
-1
5
.
8
82
9
.
0
13
.
7
82
9
.
0
17
.
2
82
9
.
0
29
.
2
82
8
.
3
2.00%2.00%2.00%1.63%2.00%2.00%15.07%2.00%1.50%
-21.1%
1:5
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
7
.
6
82
7
.
6
7
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
8
.
7
82
8
.
7
9
CL +10 +20 +30 +40 +50 +60
R/W
85'
R/W
35'
R/W
85'
R/W
35'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
1
:
5
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS35
93+25
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
842
844
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
842
844
-1
2
.
7
83
0
.
6
-1
5
.
8
83
0
.
1
13
.
7
83
0
.
1
17
.
2
83
0
.
2
29
.
2
82
9
.
1
2.00%2.00%2.00%1.81%2.00%2.00%14.30%2.00%1.50%
-29.8%1:3
93+50
816
818
820
822
824
826
828
830
832
834
836
838
840
842
844
816
818
820
822
824
826
828
830
832
834
836
838
840
842
844
-1
2
.
7
83
1
.
7
-1
5
.
8
83
1
.
3
13
.
7
83
1
.
2
17
.
2
83
1
.
3
29
.
2
83
0
.
0
2.00%2.00%2.00%1.77%2.00%2.00%14.38%2.00%1.50%
-36.8%
1:3
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
82
9
.
8
82
9
.
9
3
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
83
0
.
9
83
1
.
0
6
CL +10 +20 +30 +40 +50 +60
R/W
85'
R/W
35'
R/W
86'
R/W
34'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
2
:
0
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS36
93+75
818
820
822
824
826
828
830
832
834
836
838
840
842
844
818
820
822
824
826
828
830
832
834
836
838
840
842
844
-1
2
.
7
83
2
.
9
-1
5
.
8
83
2
.
4
13
.
7
83
2
.
4
17
.
2
83
2
.
4
31
.
2
83
0
.
8
2.00%2.00%2.00%1.64%2.00%2.00%14.89%2.00%1.50%
-29.4%
1:3
94+00
818
820
822
824
826
828
830
832
834
836
838
840
842
844
818
820
822
824
826
828
830
832
834
836
838
840
842
844
-1
2
.
7
83
4
.
0
-1
5
.
8
83
3
.
5
13
.
7
83
3
.
5
17
.
2
83
3
.
6
33
.
2
83
0
.
9
2.00%2.00%2.00%1.39%2.00%2.00%15.85%2.00%1.50%
-34.1%
1:3
94+25
818
820
822
824
826
828
830
832
834
836
838
840
842
844
818
820
822
824
826
828
830
832
834
836
838
840
842
844
-1
5
.
4
83
5
.
2
-1
8
.
7
83
4
.
7
13
.
7
83
4
.
6
17
.
2
83
4
.
7
33
.
0
83
1
.
5
2.00%2.00%2.00%2.38%2.00%2.00%13.34%2.00%1.50%
-42.2%
1:2
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
83
2
.
0
83
2
.
2
0
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
83
3
.
1
83
3
.
3
3
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
83
4
.
3
83
4
.
4
7
CL +10 +20 +30 +40 +50 +60
R/W
86'
R/W
34'
R/W
87'
R/W
33'
R/W
87'
R/W
33'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
2
:
2
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS37
94+50
818
820
822
824
826
828
830
832
834
836
838
840
842
844
846
818
820
822
824
826
828
830
832
834
836
838
840
842
844
846
-1
9
.
3
83
6
.
4
-2
2
.
5
83
5
.
8
13
.
7
83
5
.
8
17
.
2
83
5
.
8
33
.
4
83
2
.
8
2.00%2.00%2.00%1.93%2.00%2.00%16.84%2.00%1.50%
-37.8%
1:3
94+75
820
822
824
826
828
830
832
834
836
838
840
842
844
846
820
822
824
826
828
830
832
834
836
838
840
842
844
846
-2
2
.
5
83
7
.
6
-2
5
.
7
83
7
.
1
13
.
7
83
6
.
9
17
.
2
83
7
.
0
34
.
5
83
3
.
8
2.00%2.00%2.00%2.26%2.00%2.00%16.46%2.00%1.50%
-35.6%
1:3
95+00
822
824
826
828
830
832
834
836
838
840
842
844
846
822
824
826
828
830
832
834
836
838
840
842
844
846
-2
2
.
7
83
8
.
7
-2
8
.
3
83
8
.
4
13
.
7
83
8
.
0
17
.
2
83
8
.
1
31
.
2
83
6
.
9
2.00%2.00%2.00%3.45%2.00%2.00%6.46%2.00%1.50%
-21.6%1:5
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
83
5
.
5
83
5
.
6
0
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
83
6
.
7
83
6
.
7
4
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
83
7
.
9
83
7
.
8
7
CL +10 +20 +30 +40 +50 +60
R/W
87'
R/W
33'
R/W
86'
R/W
34'
R/W
84'
R/W
36'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
2
:
3
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS38
95+25
824
826
828
830
832
834
836
838
840
842
844
846
824
826
828
830
832
834
836
838
840
842
844
846
-2
2
.
7
83
9
.
9
-3
0
.
5
83
9
.
6
13
.
7
83
9
.
2
17
.
2
83
9
.
3
29
.
2
83
8
.
9
2.00%2.00%2.00%3.44%2.00%2.00%3.52%2.00%1.50%
-12.0%1:8
95+50
830
832
834
836
838
840
842
844
846
848
830
832
834
836
838
840
842
844
846
848
-2
2
.
7
84
1
.
0
-2
9
.
9
84
0
.
8
13
.
7
84
0
.
3
17
.
2
84
0
.
4
29
.
2
84
0
.
3
2.00%2.00%2.00%3.34%2.00%2.00%2.92%2.00%1.50%-4.3%
1:23
95+75
834
836
838
840
842
844
846
848
850
834
836
838
840
842
844
846
848
850
-2
2
.
7
84
2
.
1
-2
9
.
4
84
1
.
9
13
.
7
84
1
.
5
17
.
2
84
1
.
5
29
.
2
84
1
.
5
2.00%2.00%2.60%2.00%2.00%3.49%2.00%1.50%-3.1%
1:32
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
83
9
.
1
83
9
.
0
1
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
84
0
.
1
84
0
.
1
4
CL +10 +20 +30 +40 +50 +60
-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10
84
1
.
2
84
1
.
2
8
CL +10 +20 +30 +40 +50 +60
R/W
82'
R/W
38'
R/W
80'
R/W
40'
R/W
79'
R/W
41'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
1
1
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
2
:
5
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
80TH STREET
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS39
692+50
876
878
880
882
884
886
888
876
878
880
882
884
886
888
22
.
0
88
3
.
6
2.
2
88
3
.
8
-0.9%1:109 -1.7%1:591.93%
692+75
876
878
880
882
884
886
888
876
878
880
882
884
886
888
19
.
4
88
2
.
9
2.
2
88
3
.
2
-1.9%1:51 -1.7%
1:611.79%
693+00
876
878
880
882
884
886
888
876
878
880
882
884
886
888
16
.
9
88
2
.
2
2.
2
88
2
.
6
-3.4%
1:29 -1.7%1:59
1.84%
693+25
874
876
878
880
882
884
886
888
874
876
878
880
882
884
886
888
14
.
4
88
1
.
4
2.
2
88
2
.
1
-6.2%
1:16 -1.7%1:59
1.99%
693+50
874
876
878
880
882
884
886
874
876
878
880
882
884
886
13
.
4
88
0
.
6
2.
2
88
1
.
5
-10.1%
1:10 -2.0%1:50
2.16%
693+75
874
876
878
880
882
884
886
874
876
878
880
882
884
886
13
.
4
87
9
.
7
2.
2
88
1
.
0
-13.9%1:7
-2.0%1:50
2.04%
694+00
874
876
878
880
882
884
886
874
876
878
880
882
884
886
13
.
4
87
8
.
9
2.
2
88
0
.
6
-17.3%1:6
-1.9%1:53
1.91%
694+25
872
874
876
878
880
882
884
886
872
874
876
878
880
882
884
886
13
.
4
87
8
.
3
2.
2
88
0
.
1
-18.9%1:5
-2.0%1:50
1.76%
694+50
872
874
876
878
880
882
884
872
874
876
878
880
882
884
13
.
4
87
7
.
7
2.
2
87
9
.
6
-20.3%
1:5
-2.0%1:50
2.10%
694+75
872
874
876
878
880
882
884
872
874
876
878
880
882
884
13
.
4
87
7
.
1
2.
2
87
9
.
1
-20.9%1:5
-2.4%1:42
2.11%
-20 -10
88
3
.
7
88
3
.
3
6
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
88
3
.
3
88
2
.
7
9
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
88
2
.
7
88
2
.
2
2
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
88
2
.
2
88
1
.
6
5
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
88
1
.
4
88
1
.
1
3
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
88
0
.
6
88
0
.
6
4
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
88
0
.
7
88
0
.
1
5
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
9
.
7
87
9
.
6
6
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
9
.
7
87
9
.
1
7
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
9
.
1
87
8
.
6
8
CL +10 +20 +30 +40 +50 +60 +70
R/W
34'
R/W
32'
R/W
29'
R/W
27'
R/W
25'
R/W
26'
R/W
26'
R/W
26'
R/W
26'
R/W
26'
CROSS SECTIONS
CRESTVIEW ELEMENTARY SCHOOL RIGHT TURN LANE
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS40
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
4
0
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
3
:
3
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB
695+00
872
874
876
878
880
882
884
872
874
876
878
880
882
884
13
.
5
87
6
.
6
2.
2
87
8
.
6
-21.3%
1:5
-1.8%1:55
2.07%
695+25
870
872
874
876
878
880
882
884
870
872
874
876
878
880
882
884
13
.
5
87
6
.
1
2.
2
87
8
.
1
-21.5%1:5
-1.9%1:52
1.97%
695+50
870
872
874
876
878
880
882
870
872
874
876
878
880
882
13
.
5
87
5
.
5
2.
2
87
7
.
6
-21.8%
1:5
-1.5%1:66
1.94%
695+75
870
872
874
876
878
880
882
870
872
874
876
878
880
882
13
.
5
87
5
.
0
2.
2
87
7
.
1
-22.1%1:5
-2.1%1:48
2.20%
696+00
868
870
872
874
876
878
880
882
868
870
872
874
876
878
880
882
13
.
5
87
4
.
5
2.
2
87
6
.
6
-22.3%
1:4
-2.0%1:51
2.08%
696+25
868
870
872
874
876
878
880
882
868
870
872
874
876
878
880
882
13
.
5
87
4
.
0
2.
2
87
6
.
1
-21.6%1:5
-2.2%1:47
2.04%
696+50
868
870
872
874
876
878
880
882
868
870
872
874
876
878
880
882
13
.
5
87
3
.
6
2.
2
87
5
.
6
-21.0%1:5
-2.0%1:49
1.90%
696+75
868
870
872
874
876
878
880
868
870
872
874
876
878
880
13
.
5
87
3
.
1
2.
2
87
4
.
9
-19.2%
1:5
-2.0%1:49
2.12%
697+00
866
868
870
872
874
876
878
880
866
868
870
872
874
876
878
880
23
.
5
87
2
.
7
2.
2
87
4
.
3
-2.0%1:49 1.50%3.6%1:28
2.03%
-16.2%1:6
697+25
866
868
870
872
874
876
878
880
866
868
870
872
874
876
878
880
23
.
5
87
2
.
3
2.
2
87
3
.
6
-2.0%1:49 1.50%-5.9%
1:17
2.13%
-11.5%1:9
-20 -10
87
8
.
7
87
8
.
1
9
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
8
.
1
87
7
.
6
9
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
7
.
4
87
7
.
1
8
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
6
.
3
87
6
.
6
7
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
6
.
7
87
6
.
1
6
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
5
.
4
87
5
.
6
6
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
5
.
1
87
5
.
1
5
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
5
.
0
87
4
.
5
3
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
4
.
7
87
3
.
9
1
CL +10 +20 +30 +40 +50 +60 +70
-20 -10
87
3
.
8
87
3
.
2
1
CL +10 +20 +30 +40 +50 +60 +70
R/W
26'
R/W
26'
R/W
26'
R/W
26'
R/W
26'
R/W
26'
R/W
26'
R/W
26'
R/W
26'
R/W
26'
CROSS SECTIONS
CRESTVIEW ELEMENTARY SCHOOL RIGHT TURN LANE
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS41
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
4
0
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
3
:
5
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB
0+75
790
792
794
796
798
800
802
804
790
792
794
796
798
800
802
804
-1
2
.
2
79
7
.
5
25
.
4
79
6
.
8
-4
0
.
2
79
6
.
9
-1
4
.
8
79
7
.
5
2.00%2.04%1.74%1.75%2.83%2.25%
1+00
792
794
796
798
800
802
804
806
808
792
794
796
798
800
802
804
806
808
-1
2
.
2
79
7
.
9
15
.
6
79
7
.
2
-4
0
.
2
79
7
.
2
-1
4
.
8
79
7
.
9
2.00%2.53%2.28%2.46%
1+25
792
794
796
798
800
802
804
806
808
792
794
796
798
800
802
804
806
808
13
.
2
79
7
.
7
-1
2
.
2
79
8
.
3
-4
0
.
2
79
7
.
7
-1
4
.
8
79
8
.
3
2.00%2.44%2.14%2.37%
1+50
792
794
796
798
800
802
804
806
808
792
794
796
798
800
802
804
806
808
13
.
2
79
8
.
3
-1
2
.
2
79
8
.
8
-4
0
.
2
79
8
.
2
-1
4
.
8
79
8
.
8
2.00%2.00%2.42%1.99%
1+75
792
794
796
798
800
802
804
806
808
792
794
796
798
800
802
804
806
808
13
.
2
79
8
.
8
-1
2
.
4
79
9
.
4
-1
5
.
0
79
9
.
4
2.71%2.13%2.16%1.79%
2+00
794
796
798
800
802
804
806
808
810
794
796
798
800
802
804
806
808
810
13
.
2
79
9
.
4
-1
3
.
7
80
0
.
0
-1
6
.
3
80
0
.
0
2.81%2.18%2.61%1.86%
2+25
794
796
798
800
802
804
806
808
810
794
796
798
800
802
804
806
808
810
13
.
2
79
9
.
9
-1
5
.
9
80
0
.
7
-4
4
.
1
80
0
.
1
-1
8
.
6
80
0
.
6
2.91%2.08%2.38%1.92%
2+50
794
796
798
800
802
804
806
808
810
794
796
798
800
802
804
806
808
810
13
.
2
80
0
.
5
-1
8
.
3
80
1
.
3
-4
6
.
5
80
0
.
7
-2
1
.
0
80
1
.
2
3.01%2.00%2.28%1.99%
-80 -70 -60 -50 -40 -30 -20 -10
79
6
.
8
79
6
.
8
0
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
79
7
.
1
79
7
.
1
0
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
79
7
.
5
79
7
.
5
5
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
79
8
.
1
79
8
.
1
1
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
79
8
.
7
79
8
.
6
9
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
79
9
.
3
79
9
.
2
6
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
79
9
.
9
79
9
.
8
3
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
80
0
.
4
80
0
.
4
1
CL +10 +20 +30 +40
R/W
54'
R/W
39'
R/W
54'
R/W
26'
R/W
54'
R/W
26'
R/W
54'
R/W
26'
R/W
54'
R/W
26'
R/W
55'
R/W
26'
R/W
57'
R/W
26'
R/W
59'
R/W
26'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
C
O
T
T
\
0
N
1
1
3
1
4
8
1
\
C
A
D
\
C
3
D
\
1
3
1
4
8
1
C
8
3
6
.
d
w
g
12
/
1
1
/
2
0
2
5
7
:
2
4
:
3
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
EAST POINT DOUGLAS ROAD
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS42
2+75
794
796
798
800
802
804
806
808
810
794
796
798
800
802
804
806
808
810
13
.
2
80
1
.
1
-2
0
.
7
80
1
.
9
-4
8
.
8
80
1
.
3
-2
3
.
4
80
1
.
9
3.12%1.94%2.18%2.06%
3+00
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
13
.
2
80
1
.
6
-2
2
.
9
80
2
.
5
-2
5
.
6
80
2
.
5
-5
1
.
0
80
1
.
9
3.19%1.90%2.15%2.07%2.15%
3+25
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
13
.
2
80
2
.
2
-2
4
.
1
80
3
.
1
-5
2
.
1
80
2
.
5
-2
6
.
7
80
3
.
1
3.17%1.95%1.81%2.38%
3+50
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
13
.
2
80
2
.
8
-2
4
.
2
80
3
.
7
-5
2
.
2
80
3
.
1
-2
6
.
8
80
3
.
7
3.08%2.02%1.71%2.58%
3+75
798
800
802
804
806
808
810
798
800
802
804
806
808
810
13
.
2
80
3
.
4
-2
4
.
2
80
4
.
2
-5
2
.
2
80
3
.
6
-2
6
.
8
80
4
.
2
2.91%1.95%1.81%2.72%
4+00
796
798
800
802
804
806
808
810
796
798
800
802
804
806
808
810
13
.
2
80
4
.
0
-2
4
.
2
80
4
.
8
-2
6
.
9
80
4
.
7
-5
2
.
2
80
4
.
1
-6
4
.
3
80
4
.
4
-6
0
.
2
80
4
.
2
2.64%1.77%2.47%2.80%2.02%1.52%4.4%1:23
4+25
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
13
.
2
80
4
.
6
-2
4
.
2
80
5
.
3
-2
7
.
8
80
5
.
2
-5
3
.
7
80
4
.
5
-6
5
.
7
80
4
.
9
-6
1
.
7
80
4
.
6
2.08%1.58%2.39%2.84%2.10%1.60%6.3%
1:16
4+50
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
13
.
2
80
5
.
2
-2
4
.
2
80
5
.
7
-2
9
.
3
80
5
.
7
-5
5
.
1
80
4
.
9
-6
6
.
5
80
5
.
3
-6
3
.
1
80
5
.
1
1.40%1.44%2.39%3.03%2.09%1.59%7.0%
1:14
4+75
798
800
802
804
806
808
810
812
798
800
802
804
806
808
810
812
13
.
2
80
5
.
7
-2
4
.
2
80
6
.
2
-3
0
.
1
80
6
.
1
-5
6
.
6
80
5
.
3
-6
6
.
5
80
5
.
7
-6
4
.
6
80
5
.
5
1.04%1.44%2.40%3.27%2.09%1.59%11.3%1:9
6+00
800
802
804
806
808
810
812
814
800
802
804
806
808
810
812
814
-1
2
.
7
80
7
.
9
-1
6
.
0
80
8
.
0
-6
3
.
9
80
7
.
1
-7
5
.
9
80
7
.
5
3.14%1.82%1.93%1.62%1.61%2.06%1.56%6.7%
1:15
-80 -70 -60 -50 -40 -30 -20 -10
80
1
.
0
80
0
.
9
8
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
80
1
.
6
80
1
.
5
6
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
80
2
.
2
80
2
.
1
3
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
80
2
.
7
80
2
.
7
1
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
80
3
.
3
80
3
.
2
8
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
80
3
.
9
80
3
.
8
5
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
80
4
.
5
80
4
.
3
9
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
80
5
.
0
80
4
.
9
0
CL +10 +20 +30 +40
-80 -70 -60 -50 -40 -30 -20 -10
80
5
.
4
80
5
.
3
7
CL +10 +20 +30 +40
-90 -80 -70 -60 -50 -40 -30 -20 -10
80
7
.
1
80
7
.
2
2
CL +10 +20 +30 +40 +50
R/W
62'
R/W
26'
R/W
67'
R/W
26'
R/W
67'
R/W
26'
R/W
67'
R/W
26'
R/W
67'
R/W
26'
R/W
67'
R/W
26'
R/W
67'
R/W
26'
R/W
67'
R/W
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
EAST POINT DOUGLAS ROAD
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS43
6+25
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2.08%3.49%1.97%1.77%2.03%1.53%8.4%
1:12
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2.37%3.73%2.00%1.94%1.99%1.49%9.0%
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2.17%2.23%2.31%2.05%1.95%1.45%16.5%1:6
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802
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1:12
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SHEET
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P
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
EAST POINT DOUGLAS ROAD
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS44
8+75
804
806
808
810
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1.79%2.16%3.21%2.18%1.81%1.31%0.3%1:298
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
OF
CITY OF COTTAGE GROVE, MINNESOTA
SP 8205-159 (TH 61), SP 180-102-020, SP 180-112-014, SAP 082-639-008, SAP 180-020-015
131481 XS45R
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
MRW
BJN
MJB CROSS SECTIONS
EAST POINT DOUGLAS ROAD
FEETSCALE
0 10 20
HORZ.
FEETSCALE
0 5 10
VERT.
XS45
1
City Council Action Request
7.S.
Meeting Date 1/7/2026
Department Engineering
Agenda Category Action Item
Title Ravine Parkway 85th Street to Keats Avenue - Approve Feasibility
Report
Staff Recommendation Adopt Resolution 2026-009 approving the feasibility report for the
Ravine Parkway – 85th Street to Keats Ave project.
Budget Implication N/A
Attachments 1. Ravine Parkway 85th Street-Keats Ave Approve Feasibility Report Memo
2. Ravine Parkway Approve FR Resolution 2026-01-07
3. Ravine Parkway Feasibility Report 2025-12-23
To: Honorable Mayor and City Council
From: Paul Sponholz, PE, City Engineer
Date: December 29, 2025
Re: Ravine Parkway – 85th Street to Keats Ave –Approve Feasibility Report
Background
th Street. The City
Council authorized the preparation of a feasibility report for Ravine Parkway from 85th Street to
Keats Ave. With strong development interest in the area, the report will help with financial
planning for the necessary infrastructure to support development in this area of the City.
Discussion
Feasibility Report: Based on the Council’s previous action, a feasibility report has been
prepared. Upon this analysis, the project is felt to be physically and financially feasible. The
feasibility report is enclosed for the Council’s review.
Summary of Infrastructure Improvements: This corridor will include a roadway with a lane of
traffic in each direction with turn lanes and include trails on both sides. A large 140’ right-of-way
will be utilized, allowing for large boulevard areas, and a buffer between the trail and private
property. Both the boulevard and buffer areas would include trees, which add to the “parkway”
feel. Finally, landscaped medians would be included as the parkway approaches Keats Ave,
70th Street, and 80th Street. Below is a street cross section that is included in the East Ravine
Master Plan, for the section of roadway from that runs from City Hall and continuing across the
Tank and Goebel properties.
Honorable Mayor, City Council, and Jennifer Levitt
Deferred Assessments:
Similar to the sections of roadway built in 2018 and 2019, it will be necessary to follow the
Chapter 429 assessment process for the section of Ravine Parkway on the east side of Keats
Avenue. Ravine Parkway will serve as the primary collector roadway for all these
neighborhoods, so it will need to be funded as such. To ensure all benefiting properties share in
the funding, the feasibility study has determined assessments on a per acre basis. This will
allow assessment amounts to be determined for the existing properties. The following table,
included in the Feasibility Report, outlines the project costs, the acres of assessable properties,
and the assessable cost per acre. A preliminary assessment roll can be found in the Appendix
C of the Feasibility Report and a map of those parcels can be found in Figure 5 at the end of the
report.
The proposed assessments would be deferred until the time of sale for development. This
means that the current land use can continue, and the assessments are deferred with no
interest until development occurs. This same deferred assessment process was used for Ravine
Parkway in 2018 and 2019, along with Hadley Avenue in 2016 and 2021.
While the Feasibility Report outlines the assessments for the entire corridor, only the segment
between 70th Street and 80th Street have anticipated development in the near future. Deferred
assessments will only be applied to those properties between 70th Street and 80th Street.
Construction of that segment would be completed in phases as development occurs. When the
segments north of 70th Street and south of 80th Street become more likely for development, then
the city can review the Feasibility Report and determine if updates are needed and then assess
those parcels at that time.
Recommendation
It is recommended that the City Council adopt Resolution 2026-009 approving the feasibility
report for the Ravine Parkway – 85th Street to Keats Ave project.
CITY OF COTTAGE GROVE, MINNESOTA
RESOLUTION APPROVING THE FEASIBILITY REPORT
TH STREET TO KEATS AVENUE
WHEREAS, pursuant to a resolution passed by the City Council on February 19, 2025,
the City Engineer was authorized to prepare a feasibility report for Ravine Parkway – 85th
Street to Keats Avenue; and
WHEREAS, the City Engineer did prepare said feasibility report and is now presenting
the feasibility report to the City Council for approval.
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage
Grove, County of Washington, State of Minnesota, as follows:
1. The feasibility study for the Ravine Parkway – 85th Street to Keats Avenue
project finds the improvements to be necessary, cost effective, and feasible and
is hereby approved.
Passed this 7th day of January, 2026.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
Ravine Parkway
(85th Street to Keats Avenue)
City of Cottage Grove, Minnesota
December 2025
Submitted by:
Bolton & Menk, Inc.
3507 High Point Drive North
Bldg. 1 Suite E130
Oakdale, MN 55128
P: 651-704-9970
December 23, 2025
Honorable Mayor and City Council
City of Cottage Grove
12800 Ravine Parkway South
Cottage Grove, MN 55016
RE: Ravine Parkway (85th Street to Keats Avenue)
BMI Project No. 25X.137946
Honorable Mayor and City Council Members,
Enclosed for your review is the Ravine Parkway Feasibility Report. The project scope includes the
construction of street improvements from 85th Street to Keats Avenue, as identified in this report.
This report describes the improvements necessary within the project area. Cost estimates for the
proposed improvements are presented in the report.
We would be happy to discuss this report at your convenience. Please contact me at 651-968-7674 if
you have any questions.
Sincerely,
BOLTON & MENK, INC.
Michael Boex, PE
Ravine Parkway (85th Street to Keats Avenue) Certification Page
Certification
Feasibility Report
For
Ravine Parkway
(85th Street to Keats Avenue)
City of Cottage Grove, Minnesota
BMI Project No. 25X.137946
PROFESSIONAL ENGINEER
I hereby certify that this plan, specification, or report was
prepared by me or under my direct supervision, and that I
am a duly Licensed Professional Engineer under the laws
of the State of Minnesota.
Signature:
Typed or Printed Name: Michael Boex
Date: 12/23/2025 License Number: 44576
Ravine Parkway (85th Street to Keats Avenue) Table of Contents
Table of Contents
I. Introduction ....................................................................................................................................... 1
II. Existing conditions ............................................................................................................................. 1
Streets ................................................................................................................................................ 1
Sanitary Sewer ................................................................................................................................... 3
Watermain ......................................................................................................................................... 3
Storm Sewer ...................................................................................................................................... 3
III. Proposed Improvements ................................................................................................................... 3
Streets ................................................................................................................................................ 3
Sidewalks & Trails .............................................................................................................................. 4
Streetscape ........................................................................................................................................ 5
Sanitary Sewer ................................................................................................................................... 5
Watermain ......................................................................................................................................... 5
Storm Sewer ...................................................................................................................................... 5
Storm Water Quantity and Quality ................................................................................................... 5
IV. Permits and Easement Required ....................................................................................................... 6
Required Permits ............................................................................................................................... 6
Required Easements .......................................................................................................................... 6
V. Estimated Costs ................................................................................................................................. 7
VI. Financing ............................................................................................................................................ 7
VII. Conclusion and Recommendations ................................................................................................... 8
Tables
Table 2.1 – Surrounding Roadway Estimated AADT ..................................................................................... 2
Table 2.2 – Ravine Parkway Soil Borings ....................................................................................................... 2
Table 5.1 – Preliminary Cost Estimate .......................................................................................................... 7
Table 6.1 – Financing .................................................................................................................................... 7
Table 6.2 – Assessable Acres ......................................................................................................................... 8
Table 6.3 – Pending Assessments ................................................................................................................. 8
Table 6.4 – City of Cottage Grove Funding ................................................................................................... 8
Appendix
Appendix A: Preliminary Construction Cost Estimate
Appendix B: Area Analysis
Appendix C: Preliminary Assessment Roll
Appendix D: Geotechnical Report
Appendix E: Traffic Report
Figures
Figure 1: Location Map
Figure 2: Street Improvement History
Figure 3: Existing Conditions
Figures 4a & 4b: Proposed Streets and Lighting
Figure 5: Assessable Parcels
Figure 6: East Ravine Park
Ravine Parkway (85th Street to Keats Avenue) Page 1
I. INTRODUCTION
This report evaluates the approximate 2.5-mile gap of Ravine Parkway between 85th Street and
Keats Avenue (CSAH 19), which is critical to continued development of the East Ravine area east of
Keats Avenue. The East Ravine Master Plan, completed in 2006, envisioned a neighborhood
parkway integral to future residential development. This proposed collector roadway will
complete a significant portion of the central spine through the East Ravine neighborhoods.
Adjacent to the parkway will be pedestrian facilities that will link neighborhoods to future park
and open space facilities.
Ravine Parkway is classified as a major collector in the City’s comprehensive plan and is a part of
the City’s Municipal State Aid (MSA) street system. Segments of Ravine Parkway have been
previously completed from 90th Street to 85th Street (2005 & 2011), Keats Avenue to Jamaica
Avenue (2018), and Inwood Avenue to Idsen Avenue (2020). A segment west of Jamaica Avenue is
anticipated in 2026 in conjunction with the Lochridge development.
The purpose of this report is to evaluate the work required for the construction of street,
pedestrian facilities, landscaping, lighting, and drainage improvements to facilitate future
development, and to provide an estimate of costs to determine the physical and economic
feasibility.
Figures depicting the general location of the project within the City, existing and proposed
conditions, street improvement history, and assessable parcels are included in this report.
II. EXISTING CONDITIONS
STREETS
The project area between 85th Street and Keats Avenue is largely undeveloped and currently
zoned a mix of agricultural and residential, with future 2040 land uses consisting of a mix of
residential (low, medium, and high density) and parks/open space.
The existing portion of Ravine Parkway south of 85th Street is a 32-ft urban roadway section from
face of curb to face of curb. Behind the curb are 14-ft boulevards with a 6-ft concrete sidewalk on
the west side of the roadway and a 10-ft bituminous trail on the east. The design speed of this
section is 30 mph. In contrast, the existing portion of Ravine Parkway west of Keats Avenue is a
two-lane divided parkway with a design speed of 40 mph. With a 140-ft right-of-way, boulevard
widths vary between 8-16-ft with 8-ft bituminous trails on both sides of the street.
Keats Avenue (CSAH 19) is a Washington County arterial that has a current Average Annual Daily
Traffic (AADT) of approximately 8,000 near the existing Ravine Parkway intersection and is
expected to grow to approximately 18,000 by 2040. In response to future development, it is
understood that the existing two-lane undivided rural section may need to be expanded in the
future. To that end, Washington County will study the corridor in 2025 from Trunk Highway 61/10
to Dale Road in Woodbury. There is currently a southbound left-turn lane at the future Ravine
Parkway intersection, but no northbound right-turn lane. Similarly, both 70th Street (CSAH 22) and
80th Street are both two-lane undivided rural roadways. The posted speeds for each are as
follows: 70th Street: 55mph, 80th Street: 45mph, and Keats Avenue: 55 mph.
With anticipated future development and growth of the project area, the AADT for Ravine
Parkway and surrounding roadways is currently estimated to grow upon full-build conditions, as
Ravine Parkway (85th Street to Keats Avenue) Page 2
summarized below.
Table 2.1 – Surrounding Roadway Estimated AADT
Segment (south to north) AADT Counts
(Year)
Full Build
(Estimated)
85th Street (Keats Ave – Ravine Parkway 576 (2022) 5,300
80th Street (Keats Ave – Ravine Parkway) 852 (2021) 7,500
80th Street (Ravine Parkway – Kimbro Ave) 852 (2021) 1,600
70th Street (Keats Ave – Ravine Parkway) 4,414 (2023) 13,100
70th Street (Ravine Parkway – Lamar Ave) 4,414 (2023) 6,400
Keats Avenue at Ravine Parkway 7,582 (2022) 18,200
Preliminary geotechnical testing was completed in 2025 to evaluate soil conditions along the
potential alignment. Because permission from the landowner north of 70th Street could not be
obtained, borings were limited to locations south of 70th Street as shown in Appendix D. Because
it is understood that the proposed roadway alignment may shift as development occurs, limited
borings were performed with the expectation that additional borings would be performed during
final design. These preliminary borings were taken with the intent of gaining some insight on the
typical soil conditions within the project area. Table 2.2 summarizes the results of the
geotechnical testing.
Table 2.2 – Ravine Parkway Soil Borings
Boring Approximate Topsoil Depth (ft) Subgrade Soil Type
ST-1 2.0 SP
ST-2 0.5 CL, SP
ST-3 0.4 SM, SP
ST-4 0.4 SM, SP
ST-5 0.5 SM, SP
ST-6 1.0 SM, SC
ST-7 0.4 SM, SP
ST-8 2.0 SP-SM, SP
ST-9 0.4 SP
Average 0.8
The City’s geotechnical consultant noted that many of the borings encountered fine grained silty
(SM) and clayey (CL) soils in the upper 4 feet, which is considered moderately to highly-frost
susceptible. Therefore, based on their experience with similar fine grained silty sand and lean clay
soils anticipated at the pavement subgrade elevation, they recommend an R-value of 20 for
pavement design.
However, a granular subbase could be incorporated into the design that would enhance subgrade
drainage and reduce the potential for pavement subgrades to become saturated and heave upon
freezing. If the pavement is placed on the existing clean sand soils, containing less than 12
percent passing the #200 sieve, or if the pavement design includes at least 2 feet of select granular
soils below the pavement subgrades in areas where fine grained clay or silty sand soils exist, an R-
value of 50 could be utilized for the design. The full geotechnical report is included in Appendix D.
Ravine Parkway (85th Street to Keats Avenue) Page 3
Where present, the existing clean sand (SP) layer typically began at a depth of approximately 3.5-4
ft, on average. Since Ravine Parkway is anticipated to be constructed in conjunction adjacent
development, there is an opportunity to coordinate grading efforts and excavate to existing clean
sand soils whenever possible to avoid import of subgrade materials.
SANITARY SEWER
The Metropolitan Council Environmental Services (MCES) constructed the 54-inch diameter South
Washington County interceptor in 2005. The interceptor is generally located on the east side of
Keats Avenue and it conveys wastewater from Lake Elmo, Woodbury, and Cottage Grove to the
Eagles Point Wastewater Treatment Plant near the Mississippi River. Utility stubs were provided
at select manholes to provide service to future development east of the interceptor.
WATERMAIN
There is 8-inch ductile iron pipe (DIP) watermain on both 85th Street and Ravine Parkway south of
85th Street. On Ravine Parkway west of Keats Avenue, there is a 12-inch ductile iron pipe (DIP)
trunk watermain that has been stubbed across to the east side of Keats Avenue. Both of these
mains are within the City’s High Pressure zone.
STORM SEWER
Due to the undeveloped nature of the roadway corridor, there are few existing storm sewer
facilities in place. Most notably, the South Washington Watershed’s 72-inch Central Draw
Overflow pipe extends south from 70th Street to an overland channel just north of 85th Street. As
mentioned previously, a rural system of drainage ditches and culverts convey drainage along
existing roads such as Keats Avenue, 70th Street, and 80th Street.
III. PROPOSED IMPROVEMENTS
The following is a discussion of the improvements proposed as part of the project:
STREETS
The majority of Ravine Parkway between 85th Street and Keats Avenue (CSAH 19) is proposed to
be constructed to a 3-lane urban section, 38-ft face-to-face with B618 curb and gutter. Consistent
with areas west of Keats Avenue, a 140-ft right-of-way will be provided. This will provide large
boulevards along the parkway, creating a greenway for trails and ample structure setbacks from
the parkway.
Ravine Parkway (85th Street to Keats Avenue) Page 4
Ravine Parkway will provide two through lanes of traffic. The third lane, a center two-way left-
turn lane (TWLTL), will be provided for left tuning vehicles in either direction. By providing
dedicated left turn lanes, traffic flow is improved by allowing through traffic to continue. This
three-lane roadway is anticipated to provide a roadway capacity of 12,000 to 18,000 vehicles per
day. A 40-mph design speed will be provided during the design of the roadway.
At the intersections of major roadways, including 80th Street, 70th Street, and Keats Avenue, a
short median section will be provided that contains Ravine Parkway branded entrance
monumentation, similar to the existing Ravine Parkway medians approaching Jamaica Avene and
Keats Avenue.
Upon full build of the neighborhoods, traffic volumes on this segment of Ravine Parkway are
expected to range from 4,300 to 8,400 AADT (Annual Average Daily Traffic). Based on the
preliminary geotechnical results, the average pavement section is anticipated to be 5-inches of
bituminous pavement, 10-inches of class 5 aggregate base, and 15-inches of select granular
borrow, thereby incorporating frost-free materials for a minimum depth of 30-inches. The
granular section may be modified depending on the soils that are encountered during mass site
grading.
As outlined in the City of Cottage Grove Comprehensive Plan, MnDOT publishes access spacing
guidelines. Since Ravine Parkway will be a major collector within a suburban area once fully
developed, ¼ mile access spacing for primary intersections1 is recommended. Secondary
intersections2 are proposed at ⅛ mile spacing. The access spacing and locaKons may be adjusted
based on the roadway curvature, safety, adjacent access locations, and specific development
needs. The proposed primary and secondary intersections for Ravine Parkway, 70th Street, and
80th Street are shown in Appendix E. The proposed primary intersections on Ravine Parkway are
located at approximately ¼ mile spacing with a minimum of ¼ mile away from CSAH 19 and CSAH
22. These are considered to be the primary access locations for major roadways into and out of
each development.
New intersections will be created at 70th Street (CSAH 22) and 80th Street, including new left and
right turn lanes at each approach. Similarly, 70th and 80th Streets will require new left and right
turn lanes onto Ravine Parkway. The improvements proposed for Keats Avenue (CSAH 19) include
the construction of a northbound right-turn lane and eastbound modifications to accommodate
both a left-turn lane and a thru lane. While ultimate buildout of the area may drive the need for
additional intersection improvements such as a signal or roundabout as discussed in Appendix E,
those costs are not contemplated in this report with initial development. Coordination with
Washington County will be required during final design for proposed improvements within CSAH
19 and CSAH 22 right-of-way.
SIDEWALKS & TRAILS
The parkway will be an important pedestrian link throughout the area. 8-ft bituminous trails are
proposed along both sides of the roadway which will provide convenient access to parks, open
space, and adjacent neighborhood areas.
With future developments, neighborhood sidewalks will likely connect to the Ravine Parkway trail
1 Primary intersections, or access points, would be anticipated to provide full access to all movements now and
into the future.
2 Secondary intersections, or access points, may be full access or be restricted to some movements based on
safety, traffic volume, surrounding traffic control, geometric considerations, and intersection spacing.
Ravine Parkway (85th Street to Keats Avenue) Page 5
system at intersections of local streets.
STREETSCAPE
Ravine Parkway will incorporate landscaping, ornamental lighting, and urban streetscaping
features. Medians containing Ravine Parkway monuments and stonework will be provided upon
entering the parkway from the major intersections of 80th Street, 70th Street, and Keats Avenue.
The monument will be similar to the entry monuments currently on Ravine Parkway east of
Jamaica Avenue and west of CSAH 19, complete with accent lighting of the monument and
numerous smaller bollards approaching the larger monument blocks.
The medians will include stamped colored concrete behind the median curb that will span the
median for narrow sections and in wider sections, split to a 2-foot-wide band to create pockets of
brick pavers or landscaping rock with trees.
Ornamental ravine-style lighting with dual luminaires will be provided on both sides of the road
along the corridor. Ravine Parkway branded banners will be attached to the streetlight poles.
Consistent with past projects, a mix of tree types will be used in varying locations along the
boulevard and along the backside of the trails. An irrigation system will be provided for the
boulevards and plantings along Ravine Parkway. Onsite topsoil will be salvaged, screened, and
respread, and final restoration will include hydro-mulch and seed.
SANITARY SEWER
It is not expected that sanitary sewer will be installed along Ravine Parkway. Instead, sewers will
generally extend east of Keats Avenue as development occurs, and crossings of Ravine Parkway
will be coordinated accordingly. No costs for these improvements are contemplated in this
report.
WATERMAIN
The Cottage Grove Water Comprehensive Plan was updated in 2024. In it, the plan depicts an
extension of a 12-inch trunk main, generally along the Ravine Parkway alignment from Keats
Avenue to 85th Street. Given the parkway will be constructed with residential development, it may
be prudent to provide looping of the 12-inch main through development streets instead of
providing an additional main along the parkway. This approach should be evaluated when
development plans are submitted to determine feasibility.
STORM SEWER
Storm sewer along the parkway will be designed to meet MSA requirements; catch basins will be
provided to meet spread requirements for street volume and speed characteristics. A preliminary
stormwater roadway spread analysis has been completed for the project area to determine a
preliminary drainage design. It is assumed there will be opportunities to provide stormwater
ponding facilities along the corridor, approximately every 2,500-lf, to limit pipe sizes.
STORM WATER QUANTITY AND QUALITY
Development of the parkway and residential development would involve disturbance of more
than one acre, therefore a NPDES Construction Stormwater Permit and Stormwater Pollution
Prevention Plan (SWPPP) will be needed, and City/Watershed rate control, volume control, and
water quality requirements apply.
The public infrastructure associated with Ravine Parkway would account for approximately 18-
acres of increased impervious surface. The city requires treatment of the water quality volume on
Ravine Parkway (85th Street to Keats Avenue) Page 6
any project where the sum of the new impervious surface and the fully reconstructed impervious
surface equals one or more acres. For linear projects, the water quality volume must be
calculated as the larger of one (1) inch times the new impervious surface or one-half (0.5) inch
times the sum of the new and the fully reconstructed impervious surface. There are portions of
this project both within and outside of the City’s 10-year groundwater capture zone. In areas
outside of the groundwater capture zone, infiltration is allowed. In those areas, it is recommended
that stormwater runoff be treated prior to discharging into an infiltration basin, and pretreatment
is often achieved by capturing sediment in wet sediment basins. In areas inside of the
groundwater capture zone, infiltration practices are not allowed and alternative sequencing
practices as outlined in the Surface Water Management Plan (SWMP) will be evaluated.
It is also required that peak flow rates after development do not exceed pre-development peak
flow rates, or SWMP rates (whichever is more restrictive). For Ravine Parkway, this would be
managed within various stormwater basin(s) located along the corridor, and would likely be
incorporated into the development ponding system. The roadway is anticipated to span through
drainage districts GL-A1, ER-A3, and ER-A5.4, as identified in the SWMP.
The City requires that new development projects include BMPs that at a minimum achieve post-
development reductions in total phosphorus (TP) and total suspended solids (TSS) by 50% and
80%, respectively. South Washington Watershed District rules call for a TP loading rate of 0.075
lbs./acre/year or existing loading rates, whichever is less since the project site drains to Ravine
Lake. It is likely that a combination of wet sediment basin(s) and infiltration basin(s) on site would
achieve the post-development reductions in TP and TSS, as required by the City’s policy, and
would meet the watershed’s required TP loading rate. Section 6.1.4 of the Surface Water
Management Plan requires that “Permanent pool volume should be greater than or equal to the
volume of runoff from a 2.5-inch rainstorm under full projected watershed development.”
No pond costs have been included in this report as stormwater retention and treatment will be
coordinated with development.
IV. PERMITS AND EASEMENT REQUIRED
REQUIRED PERMITS
Since a project would likely disturb more than one acre of land even if phased, a Phase II General
Storm Water Permit for Construction Activities from the MPCA and a Stormwater Pollution
Prevention Plan (SWPPP) will be required.
A Washington County right-of-way permit is anticipated for work within the CSAH 19 and CSAH 22
rights-of-way.
In addition, a Minnesota Department of Health Water Main Permit would be required should
watermain be included within the scope of the proposed roadway improvements.
The ultimate layout of the proposed roadway will cross and attempt to minimize impacts to the
Northern Natural Gas facilities, Xcel Energy (Northern States Power) facilities, MCES interceptor,
and South Washington Watershed District Central Draw Overflow pipe, all of which are contained
in easements within the project area. Whenever roadway crossings or other public improvements
encroach into an easement, an agreement and/or permit will likely be required.
REQUIRED EASEMENTS
All proposed public utility and street improvements are proposed to be located within right-of-
Ravine Parkway (85th Street to Keats Avenue) Page 7
way and/or easements dedicated with new development. Therefore, no separate right-of-way or
easement acquisitions are anticipated outside of the development process.
To maximize developable areas, the City plans to coordinate with the South Washington
Watershed District to overlap public right-of-way and the existing Central Draw Overflow pipe
easement as opportunities allow. The intent will be to keep the roadway completely out of the
Watershed’s easement, but greenspace and trail may encroach.
V. ESTIMATED COSTS
Detailed cost estimates for construction of the utility and street improvements have been
prepared. The estimated total project cost for Ravine Parkway between 85th Street and Keats
Avenue is $18,450.089.63. All costs are based on anticipated unit prices for the 2026 construction
season. All costs include a twenty-five (25) percent allowance for indirect costs associated with
the project (engineering, administrative, financing, and legal) as well as a ten (10) percent
contingency. Costs for right-of-way or temporary easements are not included and are assumed to
be provided with development. No costs are included for capitalized interest during the
construction period or before assessments are levied.
The following is an overall summary of the estimated costs:
Table 5.1 – Preliminary Cost Estimate
Ravine Parkway Improvements Construction Cost1 Total Project Costs 2
General $781,550.00 $976,937.50
Storm Sewer $2,283,837.60 $2,854,797.00
Streets $8,062,192.60 $10,077,740.75
Sidewalks & Trails $1,212,976.60 $1,516,220.75
Landscaping $640,249.50 $800,311.88
Street Lighting $1,779,265.40 $2,224,081.75
Total Project $14,760,071.70 $18,450,089.63
Construction Costs include 10% contingency; see Appendix A for more detail
Total Project Costs include 25% Indirect costs
VI. FINANCING
The entire project is proposed to be financed through special assessments. Similar to past portions
of Ravine Parkway, assessment amounts were determined on a per acre basis.
Following is a breakdown of the proposed project financing:
Table 6.1 – Financing
Project Costs Construction Cost1 Total Project Costs 2
Deferred Assessments3 $14,760,071.70 $18,450,089.63
Total Project Costs: $14,760,071.70 $18,450,089.63
Construction Costs include 10% contingency
Total Project Costs include 25% Indirect costs
Cottage Grove will contribute approximately $1,267,073.12 for regional parkland and $9,569.73 for a city-owned
parcel. Washington County is estimated to contribute $3,476.99 for county-owned parcels.
Assessable acreage was determined by subtracting out areas for anticipated open space adjacent
to the active portion of the regional park, and major road right-of-way for 70th Street, 80th Street,
Ravine Parkway (85th Street to Keats Avenue) Page 8
Keats Avenue, and Ravine Parkway:
Table 6.2 – Assessable Acres
Segment
Totals (Ac) Keats - 70th 70th - 80th 80th - 85th
Total Acres 953.32 221.02 531.17 201.13
Future Major Roadway Dedication (32.70) (8.32) (15.67) (8.71)
Ravine Parkway Acreage (40.64) (14.33) (17.05) (9.26)
Open Space Acreage (83.49) (0.00) (83.49) (0.00)
Assessable Acreage1 796.49 198.37 414.96 183.16
Additional details can be found in Appendix B, and map of areas in Figure 5
Currently, development interest is primarily present in the area between 70th Street and 80th Street,
and primary landowners north of 70th Street are not interested in development at this time. For
this reason, assessments were determined by segment in the table below.
Assessable costs per acre were therefore determined in the following manner:
Table 6.3 – Pending Assessments
Keats - 70th 70th - 80th 80th - 85th
Total Assessable Cost1 $6,270,271.76 $8,449,054.05 $3,730,763.81
Assessable Acreage (acres) 198.37 414.96 183.16
Assessable Cost Per Acre ($/acre) $31,608.97 $20,361.13 $20,368.88
Total Project Costs include 25% Indirect Costs
Given that development activity could take many years to proceed in the areas beyond the segment
from 70th Street to 80th Street, this report could be updated in the future to reflect appropriate costs
when development in other areas is imminent.
A preliminary assessment roll can be found in Appendix C.
The City of Cottage Grove would contribute the following in accordance with the estimated park
area and city-owned parcel:
Table 6.4 – City of Cottage Grove Funding
East Ravine Park (acres) 62.23
Assessable Cost Per Acre ($/acre)1 $20,361.13
Subtotal: Park Area Assessment (Total Project Costs 2) $1,267,073.12
PID 1102721210005 (City of Cottage Grove) $9,569.73
Total1 $1,276,642.85
The park is within the area between 70th Street and 80th Street
Total Project Costs include 25% Indirect Costs
A preliminary concept for the park area can be found in Figure 6.
VII. CONCLUSION AND RECOMMENDATIONS
Based on the information contained herein, it can be concluded that the construction of the
proposed improvements is feasible. The improvements are necessary to facilitate effective
movement of traffic as development occurs, in accordance with the city’s adopted 2040
comprehensive plan. This project is cost effective based on acceptable standards proposed to
Ravine Parkway (85th Street to Keats Avenue) Page 9
construct the improvements.
From an engineering standpoint, this project is feasible, necessary, and cost effective.
The following recommendations are therefore made:
Adopt this report as a guide for the layout and design for the proposed improvements
Inform properties within the project limits of the project scope, schedule, and impacts
REQUEST FOR COUNCIL ACTION
Approve this Feasibility Report
Appendix A: Preliminary Cost Estimate
Item No. Item Units EE Unit Price Total Quantity
Total
Construction
Cost
Total Construction
Cost with 10%
Contingency
Part 1 - General 10%
1 Mobilization LS 635,500.00$ 1.00 635,500.00$ 699,050.00$
2 Traffic Control LS 75,000.00$ 1.00 75,000.00$ 82,500.00$
Total Part 1 - General 710,500.00$ 781,550.00$
Part 2 - Storm Sewer
3 12" RCP LF 60.00$ 12.00 720.00$ 792.00$
4 15" RCP LF 75.00$ 4580.00 343,500.00$ 377,850.00$
5 18" RCP LF 80.00$ 2650.00 212,000.00$ 233,200.00$
6 21" RCP LF 85.00$ 2650.00 225,250.00$ 247,775.00$
7 24" RCP LF 95.00$ 3010.00 285,950.00$ 314,545.00$
8 27" RCP LF 100.00$ 2650.00 265,000.00$ 291,500.00$
9 30" RCP LF 115.00$ 450.00 51,750.00$ 56,925.00$
10 2' x 3' CB, Incl. R-3067-V Cstg and HDPE Adj Rings LF 600.00$ 241.00 144,600.00$ 159,060.00$
11 4' Dia Storm Sewer CBMH, Incl. R-3067-V Cstg and HDPE Adj RingsLF 700.00$ 420.00 294,000.00$ 323,400.00$
12 5' Dia Storm Sewer CBMH, Incl. R-3067-V Cstg and HDPE Adj RingsLF 900.00$ 56.00 50,400.00$ 55,440.00$
13 5' Dia Storm Sewer MH, Incl. R-1642 Cstg and HDPE Adj Rings LF 900.00$ 56.00 50,400.00$ 55,440.00$
14 24" FES, Incl. Trash Guard EA 4,200.00$ 6.00 25,200.00$ 27,720.00$
15 30" FES, Incl. Trash Guard EA 6,000.00$ 5.00 30,000.00$ 33,000.00$
16 Connect to Storm Sewer Structure EA 2,500.00$ 1.00 2,500.00$ 2,750.00$
17 Class III RipRap CY 125.00$ 124.00 15,500.00$ 17,050.00$
18 Storm Drain Inlet Protection EA 300.00$ 106.00 31,800.00$ 34,980.00$
19 Televise Storm Sewer LF 3.00$ 15882.00 47,646.00$ 52,410.60$
Total Part 2 - Storm Sewer 2,076,216.00$ 2,283,837.60$
Part 3 - Streets
20 Remove Barricades EA 100.00$ 3.00 300.00$ 330.00$
21 Remove Signs EA 75.00$ 1.00 75.00$ 82.50$
22 Remove Pavement Markings LF 1.00$ 5705.00 5,705.00$ 6,275.50$
23 Remove Pavement Messages SF 5.00$ 504.00 2,520.00$ 2,772.00$
24 Salvage and Reinstall Sign and Post EA 200.00$ 3.00 600.00$ 660.00$
25 Remove Bituminous Pavement - Street SY 6.00$ 13769.00 82,614.00$ 90,875.40$
26 Remove Bituminous Pavement - Trail SY 5.00$ 87.00 435.00$ 478.50$
27 Remove Concrete Sidewalk SY 8.00$ 160.00 1,280.00$ 1,408.00$
28 Remove Concrete Median SY 8.00$ 445.00 3,560.00$ 3,916.00$
29 Remove Concrete Curb and Gutter LF 8.00$ 525.00 4,200.00$ 4,620.00$
30 Sawing Bituminous Pavement - Street (Full Depth) LF 4.00$ 1415.00 5,660.00$ 6,226.00$
31 Excavation - Common (EV) - Street CY 3.00$ 34563.00 103,689.00$ 114,057.90$
32 Embankment - Common - Street CY 3.00$ 34563.00 103,689.00$ 114,057.90$
33 Subgrade Excavation (EV) - Street CY 10.00$ 36800.00 368,000.00$ 404,800.00$
34 Subgrade Preparation - Street SY 1.50$ 80810.00 121,215.00$ 133,336.50$
35 Aggregate Backfill - Street TN 12.00$ 72868.00 874,416.00$ 961,857.60$
36 Aggregate Base, Class 5, 100% Limestone - Street & Median TN 16.00$ 49860.00 797,760.00$ 877,536.00$
37 Type SP 12.5 Wearing Course Mixture (4,F) TN 85.00$ 13196.00 1,121,660.00$ 1,233,826.00$
38 Type SP 9.5 Wearing Course Mixture (4,F) TN 90.00$ 8798.00 791,820.00$ 871,002.00$
39 Bituminous Material for Tack GAL 3.00$ 4869.00 14,607.00$ 16,067.70$
40 Bituminous Incentive Allowance LS -$ 7.00 99,000.00$ 108,900.00$
41 Boulevard Grading HR 200.00$ 672.00 134,400.00$ 147,840.00$
42 B618 Concrete Curb and Gutter LF 20.00$ 30400.00 608,000.00$ 668,800.00$
43 Concrete Median Nose SY 135.00$ 93.00 12,555.00$ 13,810.50$
44 Concrete Pavers (Medians) SF 12.00$ 6790.00 81,480.00$ 89,628.00$
45 4" Concrete Median Decorative Border SF 20.00$ 18450.00 369,000.00$ 405,900.00$
46 Pavement Message Paint (GR IN) EA 400.00$ 99.00 39,600.00$ 43,560.00$
47 4" Dashed White Multi Comp (GR IN) LF 0.50$ 4565.00 2,282.50$ 2,510.75$
48 4" Dotted White Multi Comp (GR IN) LF 0.50$ 256.00 128.00$ 140.80$
49 4" Solid White Line Multi Comp (GR IN) LF 0.75$ 35983.00 26,987.25$ 29,685.98$
50 4" Solid Yellow Line Multi Comp (GR IN) LF 0.75$ 23366.00 17,524.50$ 19,276.95$
51 4" Double Yellow Line Multi Comp (GR IN) LF 1.50$ 7099.00 10,648.50$ 11,713.35$
52 12" Solid Yellow Line Multi Comp (GR IN) LF 10.00$ 750.00 7,500.00$ 8,250.00$
53 24" Solid White Line Multi Comp (GR IN) LF 20.00$ 217.00 4,340.00$ 4,774.00$
54 24" Solid Yellow Line Multi Comp (GR IN) LF 20.00$ 2657.00 53,140.00$ 58,454.00$
Ravine Parkway | 24X.137946 Appendix A: Preliminary Cost Estimate
Item No. Item Units EE Unit Price Total Quantity
Total
Construction
Cost
Total Construction
Cost with 10%
Contingency
55 Sign Panels, Type C SF 50.00$ 1197.00 59,850.00$ 65,835.00$
56 Seeding (MnDOT Mix RT) LBS 6.00$ 6194.00 37,164.00$ 40,880.40$
57 Hydraulic Matrix Type Mulch SY 1.25$ 136205.00 170,256.25$ 187,281.88$
58 Silt Fence, Machine Sliced LF 3.00$ 33035.00 99,105.00$ 109,015.50$
59 Erosion Control Supervisor LS 20,000.00$ 1.00 20,000.00$ 22,000.00$
60 Street Sweeper with Operator HR 175.00$ 72.00 12,600.00$ 13,860.00$
61 Skidsteer with Operator HR 150.00$ 72.00 10,800.00$ 11,880.00$
62 Salvaged Topsoil CY 15.00$ 29540.00 443,100.00$ 487,410.00$
63 Irrigation - Boulevard LS 600,000.00$ 1.01 606,000.00$ 666,600.00$
Total Part 3 - Streets 7,329,266.00$ 8,062,192.60$
Part 4 - Sidewalks & Trails
64 Remove Trail SY 5.00$ 87.00 435.00$ 478.50$
65 Remove Concrete Pedestrian Ramp SF 5.00$ 160.00 800.00$ 880.00$
66 Common Excavation (EV) - Trail and Walk CY 10.00$ 7929.00 79,290.00$ 87,219.00$
67 Embankment - Common - Trail and Walk CY 5.00$ 7929.00 39,645.00$ 43,609.50$
68 Subgrade Excavation (EV) - Trail and Walk CY 20.00$ 5231.00 104,620.00$ 115,082.00$
69 Subgrade Preparation - Trail and Walk SY 2.00$ 28538.00 57,076.00$ 62,783.60$
70 Aggregate Backfill - Trail and Walk TN 12.00$ 9417.00 113,004.00$ 124,304.40$
71 Aggregate Base, Class 5, 100% Limestone - Trail and Walk TN 20.00$ 9391.00 187,820.00$ 206,602.00$
72 Type SP 9.5 Wearing Course Mixture (2,C) TN 110.00$ 4298.00 472,780.00$ 520,058.00$
73 Concrete Pedestrian Ramp SF 16.00$ 2086.00 33,376.00$ 36,713.60$
74 Truncated Domes SF 55.00$ 252.00 13,860.00$ 15,246.00$
Total Part 4 - Sidewalks & Trails 1,102,706.00$ 1,212,976.60$
Part 5 - Landscaping
75 Trees EA 650.00$ 516.00 335,400.00$ 368,940.00$
76 Ornamental Trees EA 750.00$ 16.00 12,000.00$ 13,200.00$
77 Median - Decorative Rock CY 180.00$ 134.00 24,120.00$ 26,532.00$
78 Ravine Parkway Entry Monument Sign EA 26,250.00$ 5.00 131,250.00$ 144,375.00$
79 Limestone Bollard EA 2,100.00$ 24.00 50,400.00$ 55,440.00$
80 Lighting LS 5,775.00$ 5.00 28,875.00$ 31,762.50$
Total Part 5 - Landscaping 582,045.00$ 640,249.50$
Part 6 - Street Lighting
81 Concrete Light Foundation, Type E EA 1,200.00$ 88.00 105,600.00$ 116,160.00$
82 18' Pole with Ravine Parkway LED Fixture EA 8,500.00$ 88.00 748,000.00$ 822,800.00$
83 Underground Wire 1 Cond No 6 LF 3.00$ 77661.00 232,983.00$ 256,281.30$
84 Underground Wire 1 Cond No 6 Ground LF 3.00$ 25887.00 77,661.00$ 85,427.10$
85 Handhole EA 1,200.00$ 102.00 122,400.00$ 134,640.00$
86 Service Cabinet with Equipment Pad EA 12,000.00$ 6.00 72,000.00$ 79,200.00$
87 1-1/2" Non-Metallic Conduit LF 10.00$ 25887.00 258,870.00$ 284,757.00$
Total Part 6 - Street Lighting 1,617,514.00$ 1,779,265.40$
Total Part 1 - General 710,500.00$ 781,550.00
Total Part 2 - Storm Sewer 2,076,216.00$ 2,283,837.60
Total Part 3 - Streets 7,329,266.00$ 8,062,192.60
Total Part 4 - Sidewalks & Trails 1,102,706.00$ 1,212,976.60
Total Part 5 - Landscaping 582,045.00$ 640,249.50
Total Part 6 - Street Lighting 1,617,514.00$ 1,779,265.40
Total Construction Costs 13,418,247.00$ 14,760,071.70
Ravine Parkway | 24X.137946 Appendix A: Preliminary Cost Estimate
Appendix B: Area Analysis
Total Acreage
Future Dedicated
Major Roadway
Right of Way (Keats
Ave, 70th St,
80th St)
Park Acreage Open Space
Acreage
Ravine Parkway
Right of Way
Acreage
Assessable
Acreage
Acres Acres Acres Acres Acres Acres
0202721230003 GOEBEL THOMAS A & MARY A 10251 70TH ST S COTTAGE GROVE MN 55016 13.90 0.64 0.00 0.00 2.28 10.98 347,066.49$
0202721310002 GOEBEL THOMAS A ETAL 10251 70TH ST S COTTAGE GROVE MN 55016 124.33 3.90 0.00 0.00 10.40 110.03 3,477,934.97$
0202721330002 KNUTSON JEROME D & LISA A 6520 KEATS AVE S COTTAGE GROVE MN 55016 4.00 0.86 0.00 0.00 0.00 3.14 99,252.17$
0202721330003 GOEBEL JOHN V & KIMBERLY 10174 OLD 70TH ST S COTTAGE GROVE MN 55016 1.88 0.00 0.00 0.00 0.00 1.88 59,424.86$
0202721330004 MACKIE KARA J 10152 OLD 70TH ST S COTTAGE GROVE MN 55016 2.58 0.00 0.00 0.00 0.00 2.58 81,551.14$
0202721330006 GOEBEL THOMAS A & MARY ANN 10251 S 70TH ST COTTAGE GROVE MN 55016 32.06 1.31 0.00 0.00 0.75 30.00 948,269.10$
0202721340001 GOHL JASON 10295 OLD 70TH ST S COTTAGE GROVE MN 55016 1.50 0.00 0.00 0.00 0.00 1.50 47,413.46$
0202721340002 NORTHERN NATL GAS CO PO BOX 3330 OMAHA NE 68103-0333 0.02 0.00 0.00 0.00 0.00 0.02 632.18$
0202721340003 NORTHERN NATL GAS CO PO BOX 3330 OMAHA NE 68103-0333 0.25 0.00 0.00 0.00 0.00 0.25 7,902.24$
0202721340004 WASHINGTON COUNTY 11660 MYERON RD N STILLWATER MN 55082 0.19 0.00 0.00 0.00 0.17 0.02 632.18$
0202721430007 WASHINGTON COUNTY 11660 MYERON RD N STILLWATER MN 55082 0.18* 0.00 0.00 0.00 0.09 0.09 2,844.81$
0202721430008 GEIS STEVEN D & KATHLEEN M 4280 SCENIC LN WOODBURY MN 55129-8652 2.69 0.56 0.00 0.00 0.08 2.05 64,798.39$
0202721430011 WOJCIECHOWSKI ANTHONY & KIMBERLY 10599 67TH ST S COTTAGE GROVE MN 55016 31.26 0.00 0.00 0.00 0.00 31.26 988,096.40$
0202721230001 YANG NINZONG & SIA VUE 6441 KEATS AVE S COTTAGE GROVE MN 55016 6.18 1.05 0.00 0.00 0.56 4.57 144,452.99$
1102721120003 GEIS STEVEN D & KATHLEEN M 4280 SCENIC LN WOODBURY MN 55129-8652 129.69 1.15 0.00 53.00 2.91 72.63 1,478,828.87$
1102721210005 CITY OF COTTAGE GROVE 12800 RAVINE PKWY S COTTAGE GROVE MN 55016 0.75 0.00 0.00 0.00 0.28 0.47 9,569.73$
1102721220001 GOEBEL THOMAS A & MARY ANN 10251 S 70TH ST COTTAGE GROVE MN 55016 59.15 3.12 0.00 0.00 0.68 55.35 1,126,988.55$
1102721230001 BRIER ELLEMARIE P 7333 KEATS AVE S COTTAGE GROVE MN 55016 20.01 0.89 0.00 0.00 0.00 19.12 389,304.81$
1102721240001 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 60.54 1.89 0.00 0.00 4.40 54.25 1,104,591.30$
1102721310001 GORDON D TANK LIV TRS & BONNIE M TANK LIV TRS 10478 80TH ST S COTTAGE GROVE MN 55016 79.48 0.25 26.72 0.00 8.78 43.73 890,392.21$
1102721320001 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 40.34 4.03 0.00 0.00 0.00 36.31 739,312.63$
1102721330001 TANK EILEEN G 10052 80TH ST S COTTAGE GROVE MN 55016 39.13 4.21 0.00 0.00 0.00 34.92 711,010.66$
1102721410001 GEIS STEVEN D & KATHLEEN M 4280 SCENIC LN WOODBURY MN 55129-8652 30.36 0.00 0.00 30.36 0.00 0.00 -$
1102721420001 GORDON D TANK LIV TRS & BONNIE M TANK LIV TRS 10478 80TH ST S COTTAGE GROVE MN 55016 71.72 0.13 35.51 0.13 0.00 35.95 731,982.62$
TBD EAST RAVINE PARK TBD TBD 0.00 0.00 62.23 83.50 0.00 62.23 1,267,073.12$
1402721130001 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 9.02 0.00 0.00 0.00 0.00 9.02 183,727.30$
1402721210004 TANK MYRON K & LINDA S 10249 80TH ST S COTTAGE GROVE MN 55016 3.00 0.07 0.00 0.00 0.00 2.93 59,680.82$
1402721210009 BISCOE DONALD M AND KATHRYN L 10473 80TH ST S COTTAGE GROVE MN 55016 29.94 0.19 0.00 0.00 4.21 25.54 520,221.20$
1402721210010 BISCOE DONALD M & WILLIAM R 10473 80TH ST S COTTAGE GROVE MN 55016 5.90 0.30 0.00 0.00 0.00 5.60 114,065.73$
1402721220001 TANK EILEEN G 10052 80TH ST S COTTAGE GROVE MN 55016 41.04 3.92 0.00 0.00 0.00 37.12 756,092.83$
1402721230003 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 39.53 4.06 0.00 0.00 3.30 32.17 655,266.87$
1402721240001 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 40.19 0.00 0.00 0.00 1.75 38.44 782,979.75$
1402721120009 BISCOE DONALD M AND KATHRYN L 10473 80TH ST S COTTAGE GROVE MN 55016 2.55 0.00 0.00 0.00 0.00 2.55 51,940.64$
1402721120012 BISCOE DONALD M AND KATHRYN L 10473 80TH ST S COTTAGE GROVE MN 55016 29.96 0.17 0.00 0.00 0.00 29.79 606,788.94$
953.32 32.70 62.23 83.50 40.64 734.25 18,450,089.94$
* Acreage within Project Boundary
TOTALS
Owner Name Address City/State/Zip Code
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Preliminary AssessmentPID
Appendix C: Preliminary Assessment Roll
PID Owner Name Address City/State/Zip Code Assessment
0202721230003 GOEBEL THOMAS A & MARY A 10251 70TH ST S COTTAGE GROVE MN 55016 347,066.49$
0202721310002 GOEBEL THOMAS A ETAL 10251 70TH ST S COTTAGE GROVE MN 55016 3,477,934.97$
0202721330002 KNUTSON JEROME D & LISA A 6520 KEATS AVE S COTTAGE GROVE MN 55016 99,252.17$
0202721330003 GOEBEL JOHN V & KIMBERLY 10174 OLD 70TH ST S COTTAGE GROVE MN 55016 59,424.86$
0202721330004 MACKIE KARA J 10152 OLD 70TH ST S COTTAGE GROVE MN 55016 81,551.14$
0202721330006 GOEBEL THOMAS A & MARY ANN 10251 S 70TH ST COTTAGE GROVE MN 55016 948,269.10$
0202721340001 GOHL JASON 10295 OLD 70TH ST S COTTAGE GROVE MN 55016 47,413.46$
0202721340002 NORTHERN NATL GAS CO PO BOX 3330 OMAHA NE 68103-0333 632.18$
0202721340003 NORTHERN NATL GAS CO PO BOX 3330 OMAHA NE 68103-0333 7,902.24$
0202721340004 WASHINGTON COUNTY 11660 MYERON RD N STILLWATER MN 55082 632.18$
0202721430007 WASHINGTON COUNTY 11660 MYERON RD N STILLWATER MN 55082 2,844.81$
0202721430008 GEIS STEVEN D & KATHLEEN M 4280 SCENIC LN WOODBURY MN 55129-8652 64,798.39$
0202721430011 WOJCIECHOWSKI ANTHONY & KIMBERLY 10599 67TH ST S COTTAGE GROVE MN 55016 988,096.40$
0202721230001 YANG NINZONG & SIA VUE 6441 KEATS AVE S COTTAGE GROVE MN 55016 144,452.99$
1102721120003 GEIS STEVEN D & KATHLEEN M 4280 SCENIC LN WOODBURY MN 55129-8652 1,478,828.87$
1102721210005 CITY OF COTTAGE GROVE 12800 RAVINE PKWY S COTTAGE GROVE MN 55016 9,569.73$
1102721220001 GOEBEL THOMAS A & MARY ANN 10251 S 70TH ST COTTAGE GROVE MN 55016 1,126,988.55$
1102721230001 BRIER ELLEMARIE P 7333 KEATS AVE S COTTAGE GROVE MN 55016 389,304.81$
1102721240001 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 1,104,591.30$
1102721310001 GORDON D TANK LIV TRS & BONNIE M TANK LIV TRS 10478 80TH ST S COTTAGE GROVE MN 55016 890,392.21$
1102721320001 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 739,312.63$
1102721330001 TANK EILEEN G 10052 80TH ST S COTTAGE GROVE MN 55016 711,010.66$
1102721410001 GEIS STEVEN D & KATHLEEN M 4280 SCENIC LN WOODBURY MN 55129-8652 -$
1102721420001 GORDON D TANK LIV TRS & BONNIE M TANK LIV TRS 10478 80TH ST S COTTAGE GROVE MN 55016 731,982.62$
TBD CITY OF COTTAGE GROVE (EAST RAVINE PARK)TBD TBD 1,267,073.12$
1402721130001 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 183,727.30$
1402721210004 TANK MYRON K & LINDA S 10249 80TH ST S COTTAGE GROVE MN 55016 59,680.82$
1402721210009 BISCOE DONALD M AND KATHRYN L 10473 80TH ST S COTTAGE GROVE MN 55016 520,221.20$
1402721210010 BISCOE DONALD M & WILLIAM R 10473 80TH ST S COTTAGE GROVE MN 55016 114,065.73$
1402721220001 TANK EILEEN G 10052 80TH ST S COTTAGE GROVE MN 55016 756,092.83$
1402721230003 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 655,266.87$
1402721240001 GORDON D TANK LIV TRS ETAL 10478 80TH ST S COTTAGE GROVE MN 55016 782,979.75$
1402721120009 BISCOE DONALD M AND KATHRYN L 10473 80TH ST S COTTAGE GROVE MN 55016 51,940.64$
1402721120012 BISCOE DONALD M AND KATHRYN L 10473 80TH ST S COTTAGE GROVE MN 55016 606,788.94$
18,450,089.94$ TOTAL
Assessment Roll
Ravine Parkway
Ravine Parkway | 24X.137946 Appendix C: Assessment Roll
Appendix D: Geotechnical Report
Geotechnical Evaluation Report
Cottage Grove Ravine Parkway
12800 Ravine Parkway
Cottage Grove, Minnesota
Prepared for
Bolton & Menk, Inc.
Professional Certification:
I hereby certify that this plan, specification, or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Richard J. Fritz, PE
Senior Engineer
License Number: 55966
May 21, 2025
Project B2502558
Braun Intertec Corporation
AA/EOE
Braun Intertec Corporation
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952.995.2000
Fax: 952.995.2020
Web: braunintertec.com
May 21, 2025 Project B2502558
Mr. Andrew Olson
Bolton & Menk, Inc.
1960 Premier Drive
Mankato, MN 56001
Re: Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Parkway
Cottage Grove, Minnesota
Dear Mr. Olson:
We are pleased to present this Geotechnical Evaluation Report for the proposed new extension to the
existing Ravine Parkway in Cottage Grove, Minnesota.
Thank you for making Braun Intertec Corporation your geotechnical consultant for this project. If you
have questions about this report, or if there are other services that we can provide in support of our
work to date, please contact Richard Fritz at 701.471.0560 (rfritz@braunintertec.com) or Steve Martin at
612.221.2504 (smartin@braunintertec.com).
Sincerely,
BRAUN INTERTEC CORPORATION
Richard J. Fritz, PE
Senior Engineer
Steven B. Martin, PE
Senior Engineer
Table of Contents
Description Page
A. Introduction ...................................................................................................................................... 1
A.1. Project Description .............................................................................................................. 1
A.2. Site Conditions and History ................................................................................................. 2
A.3. Purpose ................................................................................................................................ 2
A.4. Background Information and Reference Documents .......................................................... 2
A.5. Scope of Services ................................................................................................................. 3
B. Results .............................................................................................................................................. 4
B.1. Geologic Overview .............................................................................................................. 4
B.2. Boring Results ...................................................................................................................... 4
B.3. Groundwater ....................................................................................................................... 5
B.4. Laboratory Test Results ....................................................................................................... 5
C. Recommendations ........................................................................................................................... 5
C.1. Design and Construction Discussion ................................................................................... 5
C.1.a. Construction Disturbance....................................................................................... 5
C.1.b. Groundwater .......................................................................................................... 5
C.1.c. Pavement ............................................................................................................... 6
C.2. Site Grading and Subgrade Preparation .............................................................................. 6
C.2.a. Excavation Oversizing ............................................................................................. 6
C.2.b. Excavated Slopes .................................................................................................... 6
C.2.c. Excavation Dewatering ........................................................................................... 7
C.2.d. Pavement Subgrade Preparation ........................................................................... 7
C.2.e. Pavement Subgrade Proofroll ................................................................................ 8
C.2.f. Engineered Fill Materials and Compaction ............................................................ 8
C.3. Pavements and Exterior Slabs ............................................................................................. 9
C.3.a. Design Sections ...................................................................................................... 9
C.3.b. Concrete Pavements ............................................................................................ 10
C.3.c. Subgrade Drainage ............................................................................................... 10
C.3.d. Performance and Maintenance ........................................................................... 10
C.4. Utilities .............................................................................................................................. 11
C.4.a. Subgrade Stabilization .......................................................................................... 11
C.4.b. Corrosion Potential .............................................................................................. 11
C.5. Equipment Support ........................................................................................................... 11
D. Procedures...................................................................................................................................... 11
D.1. Penetration Test Borings ................................................................................................... 11
D.2. Exploration Logs ................................................................................................................ 12
D.2.a. Log of Boring Sheets ............................................................................................. 12
D.2.b. Geologic Origins ................................................................................................... 12
D.3. Material Classification and Testing ................................................................................... 12
D.3.a. Visual and Manual Classification .......................................................................... 12
D.3.b. Laboratory Testing ............................................................................................... 12
D.4. Groundwater Measurements ............................................................................................ 13
E. Qualifications .................................................................................................................................. 13
E.1. Variations in Subsurface Conditions .................................................................................. 13
E.1.a. Material Strata ..................................................................................................... 13
E.1.b. Groundwater Levels ............................................................................................. 13
Table of Contents (continued)
Description Page
E.2. Continuity of Professional Responsibility .......................................................................... 13
E.2.a. Plan Review .......................................................................................................... 13
E.2.b. Construction Observations and Testing ............................................................... 14
E.3. Use of Report..................................................................................................................... 14
E.4. Standard of Care ................................................................................................................ 14
Appendix
Soil Boring Location Sketch
Log of Boring Sheets ST-1 to ST-9
Descriptive Terminology of Soil
A. Introduction
A.1. Project Description
This Geotechnical Evaluation Report addresses the proposed design and construction of the extension to
the existing Ravine Parkway in Cottage Grove Minnesota. The Ravine Parkway extension will be
constructed from its current intersection with 85th Street South traveling north to CSAH 22
(70th Street South). We understand that the current designs of the roadway are preliminary and that
traffic volumes are not yet available. Once traffic volumes are available, we can revise our report to
include pavement section designs. Table 1 provides project details.
Table 1. Site Aspects and Grading Description
Aspect Description
Pavement type(s) Bituminous
Grade changes Cuts of Less than 3 feet, fills of up to 10 feet
(Assumed)
The figure below shows an illustration of the proposed site layout.
Figure 1. Site Layout
Figure provided by Bolton & Menk dated February 2025.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 2
A.2. Site Conditions and History
Currently, the site exists as agricultural land between 85th street south and CSAH 22. Current grades
along the proposed alignment range from as low as elevation of about 880 feet up to an elevation of
about 930 feet. The proposed alignment crosses an existing low area in the area of Boring ST-8, where
grades drop from about 910 feet to about 880 feet.
A.3. Purpose
The purpose of our geotechnical evaluation was to characterize subsurface geologic conditions at
selected boring locations, evaluate their impact on the project, and provide geotechnical
recommendations for the design and construction of the proposed Ravine Parkway extension.
A.4. Background Information and Reference Documents
We reviewed the following information:
▪ Proposed Ravine Parkway alignment sketch, provided by Bolton & Menk and dated February
2025.
▪ Communications with Andrew Olson regarding the proposed layout of the extension to
Ravine Parkway.
In addition to the provided sources, we have used several publicly available sources of information
including:
▪ Aerial photographs available from the Washington County GIS.
▪ Geologic Atlas of Washington County dated 2016, available through the University of
Minnesota.
▪ Ground surface elevations collected via LiDAR technology by the Minnesota Department of
Natural Resources.
We have described our understanding of the proposed construction and site to the extent others
reported it to us. Depending on the extent of available information, we may have made assumptions
based on our experience with similar projects. If we have not correctly recorded or interpreted the
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 3
project details, the project team should notify us. New or changed information could require additional
evaluation, analyses and/or recommendations.
A.5. Scope of Services
We performed our scope of services for the project in accordance with our Proposal for a Geotechnical
Evaluation to Bolton & Menk, dated March 6, 2025, and authorized on March 19, 2025. The following list
describes the geotechnical tasks completed in accordance with our authorized scope of services.
▪ Reviewing the background information and reference documents previously cited.
▪ Staking and clearing the exploration location of underground utilities. Bolton & Menk
selected and we staked the new exploration locations. We acquired the surface elevations
and locations with GPS technology using the State of Minnesota’s permanent GPS base
station network. The Soil Boring Location Sketch included in the Appendix shows the
approximate locations of the borings.
▪ Performing 9 standard penetration test (SPT) borings, denoted as ST-1 to ST-9, to nominal
depths of 14 1/2 feet below grade across the site.
▪ Performing laboratory testing on select samples to aid in soil classification and engineering
analysis.
▪ Preparing this report containing a boring location sketch, logs of soil borings, a summary of
the soils encountered, results of laboratory tests, and recommendations for pavement
subgrade preparation and the design of utilities and pavements.
Our scope of services did not include environmental services or testing and our geotechnical personnel
performing this evaluation are not trained to provide environmental services or testing. We can provide
environmental services or testing at your request.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 4
B. Results
B.1. Geologic Overview
Based on the Geologic Atlas of Washington County and our previous experiences in the area, the area of
the proposed alignment is underlain with thin layers of fine-grained alluvial soils consisting of silty sand
and lean clay soils overlying glacial outwash sand soils. We based the geologic origins used in this report
on the soil types, laboratory testing, and available common knowledge of the geological history of the
site. Because of the complex depositional history, geologic origins can be difficult to ascertain. We did
not perform a detailed investigation of the geologic history for the site.
B.2. Boring Results
Table 2 provides a summary of the soil boring results, in the general order we encountered the strata.
Please refer to the Log of Boring sheets in the Appendix for additional details. The Descriptive
Terminology sheets in the Appendix include definitions of abbreviations used in Table 2.
Table 2. Subsurface Profile Summary*
Strata
Soil Type -
ASTM
Classification
Range of
Penetration
Resistances Commentary and Details
Topsoil fill SM, CL --
▪ Dark brown to black.
▪ Thicknesses at boring locations varied from 1/2
to 2 feet.
▪ Generally moist.
Fill SM 6 to 13 BPF
▪ Generally moist.
▪ Encountered in Borings ST-3, ST-4, ST-6 and ST-7.
▪ Thicknesses at boring locations varied from 4 to
4 1/2 feet.
Alluvial SP-SM, SM, CL 5 to 10 BPF ▪ General penetration resistance of 6 to 8 BPF.
▪ Generally moist.
Glacial
deposits
SP, SP-SM 4 to 16 BPF ▪ General penetration resistance of 8 to 10 BPF.
▪ Generally glacial outwash, glacial till soils
encountered in Boring ST-6.
▪ Variable amounts of gravel; may contain cobbles
and boulders.
▪ Generally moist.
CL 9 to 13 BPF
*Abbreviations defined in the attached Descriptive Terminology sheets.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 5
For simplicity in this report, we define existing fill to mean existing, uncontrolled or undocumented fill.
B.3. Groundwater
We did not observe groundwater while advancing our borings. Therefore, it appears that groundwater is
below the depths explored. Project planning should anticipate seasonal and annual fluctuations of
groundwater.
B.4. Laboratory Test Results
The boring logs show the results of laboratory testing we performed, next to the tested sample depth.
The moisture content of the near surface fine grained soils varied from approximately 3 to 17 percent,
indicating that the material varied from well below to above its probable optimum moisture content.
Our mechanical analyses indicated that the sandy soils tested contained 1 to 44 percent silt and clay by
weight.
C. Recommendations
C.1. Design and Construction Discussion
C.1.a. Construction Disturbance
The contractor should note the on-site, silty and clayey soils are highly susceptible to disturbance, due to
repeated construction traffic. Disturbance of these soils may cause areas that were previously prepared,
or that were suitable for pavement support, to become unstable and require moisture conditioning and
compaction. Subcutting and replacing the disturbed material with crushed, coarse gravel, free of fines is
also an alternative. The contractor should use means and methods to limit disturbance of the soils.
C.1.b. Groundwater
Groundwater was not encountered within our borings. However the layers of fine grained silty and clayey
soils will be prone to holding water that is collected in or allowed to drain into low areas or excavations.
Any water encountered in or that is allowed to collect in low areas or excavations during construction
should be removed prior to performing additional work.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 6
C.1.c. Pavement
Many of the borings encountered fine grained silty and clayey soils in the upper 4 feet, this material is
considered moderately to highly-frost susceptible. Due to the frost-susceptible soils present at
anticipated exterior slab and pavement subgrade elevations in many of the borings, project planning
should consider incorporating a granular subbase into the pavement sections. A granular subbase will
enhance subgrade drainage and reduce the potential for pavement subgrades to become saturated and
then heave upon freezing. In addition, a granular subbase can reduce strength loss upon thawing. If
granular soils are placed below the proposed alignment in replacement of the fine grained soil layers, A
greater R-value could also be utilized for design.
In preparation of pavement subgrades, the project team should anticipate some areas of unstable clayey
or silty soils. If required, the contractor should perform scarification, drying and recompaction, as
outlined in Section C.2.f. Depending on the time of year and weather conditions, scarification, drying and
recompaction efforts may require multiple iterations to stabilize pavement subgrades. Alternate
techniques such as cement, lime or fly ash stabilization may be a more efficient way to improve the
subgrade and we can consult with you regarding these options.
C.2. Site Grading and Subgrade Preparation
C.2.a. Excavation Oversizing
When removing unsuitable materials below pavements, we recommend the excavation extend outward
and downward at a slope of 1H:1V (horizontal:vertical) or flatter.
C.2.b. Excavated Slopes
Based on the borings, we anticipate on-site soils in excavations will consist of fine grained silty sand soils
and lean clay soils overlying poorly graded sand soils. These soils are typically considered Type C Soil
under OSHA (Occupational Safety and Health Administration) guidelines. OSHA guidelines indicate
unsupported excavations in Type C soils should have a gradient no steeper than 1H:1 1/2V. Slopes
constructed in this manner may still exhibit surface sloughing. OSHA requires an engineer to evaluate
slopes or excavations over 20 feet in depth.
An OSHA-approved qualified person should review the soil classification in the field. Excavations must
comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations and Trenches.” This
document states excavation safety is the responsibility of the contractor. The project specifications
should reference these OSHA requirements.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 7
C.2.c. Excavation Dewatering
Groundwater was not encountered in our borings however the onsite fine grained upper layers of soil is
susceptible to holding and trapping water that is encountered in or allowed to collect within low areas or
excavations onsite. If water is encountered in or collects within excavations or low areas, we recommend
that it be removed promptly to prevent disturbance of the underlying soil. Project planning should
include temporary sumps and pumps for excavations in low-permeability soils.
C.2.d. Pavement Subgrade Preparation
We recommend the following steps for pavement and exterior slab subgrade preparation, understanding
the site will have cuts of less than 3 feet with fills of up to 10 feet or more in localized areas. Note that
project planning may need to require additional subcuts to limit frost heave.
1. Strip unsuitable soils consisting of topsoil, organic soils, vegetation, existing structures and
pavements from the area, within 3 feet of the surface of the proposed pavement grade.
2. Have a geotechnical representative observe the excavated subgrade to evaluate if additional
subgrade improvements are necessary.
3. Slope subgrade soils to areas of sand or drain tile to allow the removal of accumulating
water.
4. Scarify, moisture condition and surface compact to at least 100 percent of standard Proctor
density.
5. Place pavement engineered fill to grade and compact in accordance with Section C.2.f to
bottom of pavement and exterior slab section.
6. Proofroll the pavement or exterior slab subgrade as described in Section C.2.e.
To improve long-term pavement performance, we recommend incorporating 24 inches of select granular
engineered fill in paved areas, in addition to the recommendations above, as a sand subbase. Note that
the native glacial outwash soils would meet this recommendation. Depending upon the overall soil
balance and grading for the site, it may be possible to generate enough on-site soils to meet that
requirement without requiring importing soils. Section C.3 provides recommended pavement design R-
values with and without the sand subbase. Note, we recommend sloping subgrade soils to promote
drainage and removal of accumulated water.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 8
C.2.e. Pavement Subgrade Proofroll
After preparing the subgrade as described above and prior to the placement of the aggregate base, we
recommend proofrolling the subgrade soils with a fully loaded tandem-axle truck. Note that if a select
sand subbase is utilized, the proofroll will need to be performed after the aggregate base is placed. We
also recommend having a geotechnical representative observe the proofroll. Areas that fail the proofroll
likely indicate soft or weak areas that will require additional soil correction work to support pavements.
The contractor should correct areas that display excessive yielding or rutting during the proofroll, as
determined by the geotechnical representative. Possible options for subgrade correction include
moisture conditioning and recompaction, subcutting and replacement with soil or crushed aggregate,
chemical stabilization and/or geotextiles. We recommend performing a second proofroll after the
aggregate base material is in place, and prior to placing bituminous or concrete pavement.
C.2.f. Engineered Fill Materials and Compaction
Table 3 below contains our recommendations for engineered fill materials.
Table 3. Engineered Fill Materials*
Locations To Be Used
Engineered Fill
Classification
Possible Soil
Type
Descriptions Gradation
Additional
Requirements
Pavements Pavement fill SP, SP-SM, SM,
SC, CL
100% passing 3-inch
sieve
< 2% OC
PI < 15%
▪ Select Granular ▪ Select Granular SP, SW, SP-SM
100% passing 1-inch
sieve
< 70% passing #40 sieve
< 12% passing #200
sieve
< 2% OC
Below landscaped
surfaces, where
subsidence is not a
concern
Non-structural fill SP, SP-SM, SM,
SC, CL
100% passing 6-inch
sieve < 10% OC
* More select soils comprised of coarse sands with < 5% passing #200 sieve may be needed to accommodate work occurring in
periods of wet or freezing weather.
We recommend spreading engineered fill in loose lifts of approximately 8 inches thick. We recommend
compacting engineered fill in accordance with the criteria presented below in Table 4. The project
documents should specify relative compaction of engineered fill, based on the structure located above
the engineered fill, and vertical proximity to that structure.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 9
Table 4. Compaction Recommendations Summary
Reference
Relative Compaction,
percent
(ASTM D698 –
Standard Proctor)
Moisture Content Variance from Optimum,
percentage points
< 12% Passing #200 Sieve
(typically SP, SP-SM)
> 12% Passing #200 Sieve
(typically CL, SC, ML, SM)
Within 3 feet of
pavement subgrade 100 ±3 -1 to +3
More than 3 feet below
pavement subgrade 95 ±3 ±3
Below landscaped
surfaces 90 ±5 ±4
*Increase compaction requirement to meet compaction required for structure supported by this engineered fill.
The project documents should not allow the contractor to use frozen material as engineered fill or to
place engineered fill on frozen material. Frost should not penetrate under foundations during
construction.
We recommend performing density tests in engineered fill to evaluate if the contractors are effectively
compacting the soil and meeting project requirements.
C.3. Pavements and Exterior Slabs
C.3.a. Design Sections
Our scope of services for this project did not include laboratory tests on subgrade soils to determine an
R-value for pavement design. Based on our experience with similar fine grained silty sand and lean clay
soils anticipated at the pavement subgrade elevation, we recommend pavement design assume an R-
value of 20. Note the contractor may need to perform limited removal of unsuitable or less suitable soils
to achieve this value.
However, as discussed in Section C.1.c, we recommend placing at least 2 feet of select granular sand
soils. If the pavement is placed on the existing clean sand soils, containing less than 12 percent passing
the number 200 sieve, or if the pavement design includes at least 2 feet of select granular soils below the
pavement subgrades in areas where fine grained clay or silty sand soils exist, a R-value of 50 could be
utilized for the design.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 10
Concrete pavement design can be based on a modulus of subgrade reaction (k) of 150 pci.
C.3.b. Concrete Pavements
We recommend placing an aggregate base below the pavement to provide a suitable subgrade for
concrete placement, reduce faulting and help dissipate loads.
C.3.c. Subgrade Drainage
We recommend installing perforated drainpipes throughout pavement areas at low points, around catch
basins, and behind curbs in areas where silty and clayey soils exist below the aggregate base or sand
subbase. The contractor should place drainpipes in small trenches, extended at least 8 inches below the
granular subbase layer, or below the aggregate base material where no subbase is present and silty or
clayey soils are present. Drain tile is not required in areas where the subgrade soils, either fill or native
soils consist of sand with less than 12 percent passing the #200 sieve.
C.3.d. Performance and Maintenance
Typically, pavement designs are based on a 20-year performance life for bituminous and a 30-year life for
concrete. This is the amount of time before it is anticipated that the pavement will require
reconstruction. This performance life assumes routine maintenance, such as seal coating and crack
sealing. The actual pavement life will vary depending on variations in weather, traffic conditions and
maintenance.
It is common to place the non-wear course of bituminous and then delay placement of wear course. For
this situation, we recommend evaluating if the reduced pavement section will have sufficient structure to
support construction traffic.
Many conditions affect the overall performance of the exterior slabs and pavements. Some of these
conditions include the environment, loading conditions and the level of ongoing maintenance. With
regard to bituminous pavements in particular, it is common to have thermal cracking develop within the
first few years of placement, and continue throughout the life of the pavement. We recommend
developing a regular maintenance plan for filling cracks in exterior slabs and pavements to lessen the
potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting
and softening of the subgrade.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 11
C.4. Utilities
C.4.a. Subgrade Stabilization
We anticipate the soils at typical invert elevations will be suitable for utility support. However, if
construction encounters unfavorable conditions such as soft clay, organic soils or perched water at invert
grades, the unsuitable soils may require some additional subcutting and replacement with sand or
crushed rock to prepare a proper subgrade for pipe support. Project design and construction should not
place utilities within the 1H:1V oversizing of foundations.
C.4.b. Corrosion Potential
Based on our experience, the majority of the soils encountered by the borings are either non- or only
slightly corrosive to metallic conduits or concrete. We recommend removing any silty or clayey soils
within 1 vertical and 2 horizontal feet of utilities and placing sand or approved bedding materials.
C.5. Equipment Support
The recommendations included in the report may not be applicable to equipment used for the
construction and maintenance of this project. We recommend evaluating subgrade conditions in areas of
shoring, scaffolding, cranes, pumps, lifts and other construction equipment prior to mobilization to
determine if the exposed materials are suitable for equipment support, or require some form of
subgrade improvement. We also recommend project planning consider the effect that loads applied by
such equipment may have on structures they bear on or surcharge – including pavements, buried
utilities, below-grade walls, etc. We can assist you in this evaluation.
D. Procedures
D.1. Penetration Test Borings
We drilled the penetration test borings with an all-terrain-mounted core and auger drill equipped with
hollow-stem auger. We performed the borings in general accordance with ASTM D6151 taking
penetration test samples at 2 1/2- or 5-foot intervals in general accordance to ASTM D1586. The boring
logs show the actual sample intervals and corresponding depths.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 12
D.2. Exploration Logs
D.2.a. Log of Boring Sheets
The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and
describe the penetrated geologic materials, and present the results of penetration resistance. The logs
also present the results of laboratory tests performed on penetration test samples, and groundwater
measurements.
We inferred strata boundaries from changes in the penetration test samples and the auger cuttings.
Because we did not perform continuous sampling, the strata boundary depths are only approximate. The
boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as
gradual rather than abrupt transitions.
D.2.b. Geologic Origins
We assigned geologic origins to the materials shown on the logs and referenced within this report, based
on: (1) a review of the background information and reference documents cited above, (2) visual
classification of the various geologic material samples retrieved during the course of our subsurface
exploration, (3) penetration resistance, (4) laboratory test results, and (5) available common knowledge
of the geologic processes and environments that have impacted the site and surrounding area in the
past.
D.3. Material Classification and Testing
D.3.a. Visual and Manual Classification
We visually and manually classified the geologic materials encountered based on ASTM D2488. When we
performed laboratory classification tests, we used the results to classify the geologic materials in
accordance with ASTM D2487. The Appendix includes a chart explaining the classification system we
used.
D.3.b. Laboratory Testing
The exploration logs in the Appendix note most of the results of the laboratory tests performed on
geologic material samples. The remaining laboratory test results follow the exploration logs. We
performed the tests in general accordance with ASTM procedures.
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 13
D.4. Groundwater Measurements
The drillers checked for groundwater while advancing the penetration test borings, and again after auger
withdrawal. We then filled the boreholes as noted on the boring logs.
E. Qualifications
E.1. Variations in Subsurface Conditions
E.1.a. Material Strata
We developed our evaluation, analyses and recommendations from a limited amount of site and
subsurface information. It is not standard engineering practice to retrieve material samples from
exploration locations continuously with depth. Therefore, we must infer strata boundaries and
thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning
should expect the strata to vary in depth, elevation and thickness, away from the exploration locations.
Variations in subsurface conditions present between exploration locations may not be revealed until
performing additional exploration work, or starting construction. If future activity for this project reveals
any such variations, you should notify us so that we may reevaluate our recommendations. Such
variations could increase construction costs, and we recommend including a contingency to
accommodate them.
E.1.b. Groundwater Levels
We made groundwater measurements under the conditions reported herein and shown on the
exploration logs, and interpreted in the text of this report. Note that the observation periods were
relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall,
flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal
and annual factors.
E.2. Continuity of Professional Responsibility
E.2.a. Plan Review
We based this report on a limited amount of information, and we made a number of assumptions to help
us develop our recommendations. We should be retained to review the geotechnical aspects of the
Bolton & Menk, Inc.
Project B2502558
May 21, 2025
Page 14
designs and specifications. This review will allow us to evaluate whether we anticipated the design
correctly, if any design changes affect the validity of our recommendations, and if the design and
specifications correctly interpret and implement our recommendations.
E.2.b. Construction Observations and Testing
We recommend retaining us to perform the required observations and testing during construction as
part of the ongoing geotechnical evaluation. This will allow us to correlate the subsurface conditions
exposed during construction with those encountered by the borings and provide professional continuity
from the design phase to the construction phase. If we do not perform observations and testing during
construction, it becomes the responsibility of others to validate the assumption made during the
preparation of this report and to accept the construction-related geotechnical engineer-of-record
responsibilities.
E.3. Use of Report
This report is for the exclusive use of the addressed parties. Without written approval, we assume no
responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may
not be appropriate for other parties or projects.
E.4. Standard of Care
In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under
similar circumstances by reputable members of its profession currently practicing in the same locality.
No warranty, express or implied, is made.
Appendix
JO
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.
JOLIET AVENUE S.
82
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.
KEATS AVENUE S. (CSAH 19)
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braunintertec.com
952.995.2000
Minneapolis, MN 55438
11001 Hampshire Avenue S
Project No:
B2502558
Drawn By:
Date Drawn:
Checked By:
Last Modified:5/16/25
Drawing No:
Project Information
Drawing Information
B2502558
JAG
3/25/25
RJF
Ravine Parkway
12800 Ravine Parkway
Cottage Grove,
Minnesota
Soil Boring
Location SketchN
0
SCALE:1"= 800'
800'400'
DENOTES APPROXIMATE LOCATION OF
STANDARD PENETRATION TEST BORING
Elev./
Depth
ft
915.8
2.0
911.8
6.0
903.3
14.5
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
LEAN CLAY (CL), fine to medium-grained, dark
brown, moist (TOPSOIL)
POORLY GRADED SAND (SP), fine to
medium-grained, interlayered with Silty Sand,
brown, moist, loose (GLACIAL OUTWASH)
POORLY GRADED SAND (SP), fine to
medium-grained, tan, moist, loose (GLACIAL
OUTWASH)
END OF BORING
Boring immediately backfilled
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
3-3-3
(6)
12"
4-5-5
(10)
14"
5-4-4
(8)
12"
3-5-5
(10)
14"
4-5-5
(10)
14"
qₚ
tsf
MC
%
3
Tests or Remarks
P200=5%
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502558
Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Pkwy.
Cottage Grove, Minnesota
BORING:ST-1
LOCATION: Captured with submeter GPS.
DATUM:NAD 1983 HARN Adj MN Washington (US Feet)
NORTHING:136391 EASTING:484528
DRILLER:M. Hoppe LOGGED BY:R. Fritz START DATE:04/16/25 END DATE:04/16/25
SURFACE
ELEVATION:917.8 ft RIG:7504 METHOD:3 1/4" HSA SURFACING:Soil WEATHER:Sunny
B2502558 Braun Intertec Corporation Print Date:05/20/2025 ST-1 page 1 of 1
Elev./
Depth
ft
909.1
0.5
906.6
3.0
895.1
14.5
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
LEAN CLAY (CL), trace roots, dark brown,
moist (TOPSOIL)
LEAN CLAY (CL), trace roots, dark brown to
brown, moist, medium (ALLUVIUM)
POORLY GRADED SAND (SP), fine to
medium-grained, brown, moist, loose to
medium dense (GLACIAL OUTWASH)
END OF BORING
Boring immediately backfilled
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
2-2-3
(5)
10"
3-2-2
(4)
10"
3-4-5
(9)
12"
3-5-5
(10)
12"
2-3-4
(7)
18"
qₚ
tsf
MC
%
11
Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502558
Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Pkwy.
Cottage Grove, Minnesota
BORING:ST-2
LOCATION: Captured with submeter GPS.
DATUM:NAD 1983 HARN Adj MN Washington (US Feet)
NORTHING:135393 EASTING:484998
DRILLER:M. Hoppe LOGGED BY:R. Fritz START DATE:04/16/25 END DATE:04/16/25
SURFACE
ELEVATION:909.6 ft RIG:7504 METHOD:3 1/4" HSA SURFACING:Soil WEATHER:Sunny
B2502558 Braun Intertec Corporation Print Date:05/20/2025 ST-2 page 1 of 1
Elev./
Depth
ft
922.6
0.4
918.5
4.5
908.5
14.5
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
LEAN CLAY (CL), dark brown, moist
(TOPSOIL)
FILL: SILTY SAND (SM), fine to medium-
grained, trace Gravel, brown, moist
POORLY GRADED SAND (SP), fine to
medium-grained, brown, moist, loose to
medium dense (GLACIAL OUTWASH)
END OF BORING
Boring immediately backfilled
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
2-3-3
(6*)
12"
4-5-5
(10)
12"
4-4-5
(9)
14"
5-5-6
(11)
14"
3-4-6
(10)
18"
qₚ
tsf
MC
%
4
Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502558
Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Pkwy.
Cottage Grove, Minnesota
BORING:ST-3
LOCATION: Captured with submeter GPS.
DATUM:NAD 1983 HARN Adj MN Washington (US Feet)
NORTHING:134503 EASTING:485424
DRILLER:M. Hoppe LOGGED BY:R. Fritz START DATE:04/16/25 END DATE:04/16/25
SURFACE
ELEVATION:923.0 ft RIG:7504 METHOD:3 1/4" HSA SURFACING:Soil WEATHER:Sunny
B2502558 Braun Intertec Corporation Print Date:05/20/2025 ST-3 page 1 of 1
Elev./
Depth
ft
923.8
0.4
920.2
4.0
909.7
14.5
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
SILTY SAND (SM), fine to medium-grained,
dark brown, moist (TOPSOIL FILL)
FILL: SILTY SAND (SM), fine to medium-
grained, trace Gravel, dark brown, moist
POORLY GRADED SAND (SP), fine to
medium-grained, trace Gravel, brown to tan,
moist, loose to medium dense (GLACIAL
OUTWASH)
END OF BORING
Boring immediately backfilled
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
4-4-5
(9)
14"
4-5-5
(10)
18"
4-5-6
(11)
18"
4-4-5
(9)
18"
4-4-4
(8)
18"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502558
Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Pkwy.
Cottage Grove, Minnesota
BORING:ST-4
LOCATION: Captured with submeter GPS.
DATUM:NAD 1983 HARN Adj MN Washington (US Feet)
NORTHING:133714 EASTING:484809
DRILLER:M. Hoppe LOGGED BY:R. Fritz START DATE:04/16/25 END DATE:04/16/25
SURFACE
ELEVATION:924.2 ft RIG:7504 METHOD:3 1/4" HSA SURFACING:Soil WEATHER:Sunny
B2502558 Braun Intertec Corporation Print Date:05/20/2025 ST-4 page 1 of 1
Elev./
Depth
ft
923.3
0.5
919.8
4.0
909.3
14.5
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
LEAN CLAY (CL), dark brown, moist
(TOPSOIL)
SILTY SAND (SM), fine to medium-grained,
interlayered with Silt, dark brown to brown,
moist (ALLUVIUM)
POORLY GRADED SAND (SP), fine to
medium-grained, trace Gravel, tan to brown,
moist, loose (GLACIAL OUTWASH)
END OF BORING
Boring immediately backfilled
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
3-3-4
(7)
14"
3-3-4
(7)
12"
3-4-4
(8)
14"
3-4-4
(8)
16"
3-4-5
(9)
18"
qₚ
tsf
MC
%
17
4
Tests or Remarks
P200=4%
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502558
Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Pkwy.
Cottage Grove, Minnesota
BORING:ST-5
LOCATION: Captured with submeter GPS.
DATUM:NAD 1983 HARN Adj MN Washington (US Feet)
NORTHING:133068 EASTING:484040
DRILLER:M. Hoppe LOGGED BY:R. Fritz START DATE:04/16/25 END DATE:04/16/25
SURFACE
ELEVATION:923.8 ft RIG:7504 METHOD:3 1/4" HSA SURFACING:Soil WEATHER:Sunny
B2502558 Braun Intertec Corporation Print Date:05/20/2025 ST-5 page 1 of 1
Elev./
Depth
ft
924.3
1.0
921.3
4.0
910.8
14.5
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
LEAN CLAY (CL), with roots, dark brown, moist
(TOPSOIL FILL)
FILL: SILTY SAND (SM), trace Gravel, reddish
brown, moist
CLAYEY SAND (SC), with Sand, light brown,
moist, stiff (GLACIAL TILL)
END OF BORING
Boring immediately backfilled
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
5-6-7
(13)
14"
3-4-5
(9)
18"
2-4-9
(13)
14"
3-5-6
(11)
18"
3-5-7
(12)
18"
qₚ
tsf
MC
%
10
Tests or Remarks
P200=44%
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502558
Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Pkwy.
Cottage Grove, Minnesota
BORING:ST-6
LOCATION: Captured with submeter GPS.
DATUM:NAD 1983 HARN Adj MN Washington (US Feet)
NORTHING:132072 EASTING:483952
DRILLER:M. Hoppe LOGGED BY:R. Fritz START DATE:04/16/25 END DATE:04/16/25
SURFACE
ELEVATION:925.3 ft RIG:7504 METHOD:3 1/4" HSA SURFACING:Soil WEATHER:Sunny
B2502558 Braun Intertec Corporation Print Date:05/20/2025 ST-6 page 1 of 1
Elev./
Depth
ft
919.6
0.4
916.0
4.0
905.5
14.5
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
SILTY SAND (SM), fine to medium-grained,
dark brown, moist (TOPSOIL FILL)
FILL: SILTY SAND (SM), fine to medium-
grained, trace Gravel, brown, moist
POORLY GRADED SAND (SP), fine to
medium-grained, brown to tan, loose to
medium dense (GLACIAL OUTWASH)
END OF BORING
Boring immediately backfilled
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
4-5-5
(10)
12"
5-5-6
(11)
0"
4-5-6
(11)
12"
2-4-4
(8)
16"
4-5-5
(10)
16"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502558
Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Pkwy.
Cottage Grove, Minnesota
BORING:ST-7
LOCATION: Captured with submeter GPS.
DATUM:NAD 1983 HARN Adj MN Washington (US Feet)
NORTHING:131073 EASTING:483943
DRILLER:M. Hoppe LOGGED BY:R. Fritz START DATE:04/16/25 END DATE:04/16/25
SURFACE
ELEVATION:920.0 ft RIG:7504 METHOD:3 1/4" HSA SURFACING:Soil WEATHER:Sunny
B2502558 Braun Intertec Corporation Print Date:05/20/2025 ST-7 page 1 of 1
Elev./
Depth
ft
904.5
2.0
900.5
6.0
892.0
14.5
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
SILTY SAND (SM), fine to medium-grained,
dark brown, moist, loose (TOPSOIL)
POORLY GRADED SAND with SILT (SP-SM),
fine-grained, brown, moist, loose (ALLUVIUM)
POORLY GRADED SAND (SP), fine to
medium-grained, brown to tan, moist, loose to
medium dense (GLACIAL OUTWASH)
END OF BORING
Boring immediately backfilled
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
4-5-4
(9)
12"
3-4-5
(9)
14"
5-6-6
(12)
14"
3-2-3
(5)
16"
2-3-4
(7)
16"
qₚ
tsf
MC
%
3
Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502558
Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Pkwy.
Cottage Grove, Minnesota
BORING:ST-8
LOCATION: Captured with submeter GPS.
DATUM:NAD 1983 HARN Adj MN Washington (US Feet)
NORTHING:130317 EASTING:483346
DRILLER:M. Hoppe LOGGED BY:R. Fritz START DATE:04/16/25 END DATE:04/16/25
SURFACE
ELEVATION:906.5 ft RIG:7504 METHOD:3 1/4" HSA SURFACING:Soil WEATHER:Sunny
B2502558 Braun Intertec Corporation Print Date:05/20/2025 ST-8 page 1 of 1
Elev./
Depth
ft
913.2
0.4
899.1
14.5
Wat
e
r
Le
v
e
l
Description of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
LEAN CLAY (CL), brown, moist (ALLUVIUM)
POORLY GRADED SAND (SP), fine to
medium-grained, brown to tan, moist, loose to
medium dense (GLACIAL OUTWASH)
END OF BORING
Boring immediately backfilled
5
10
15
20
25
30
Sa
m
p
l
e
Blows
(N-Value)
Recovery
4-3-3
(6)
12"
5-5-4
(9)
14"
4-5-6
(11)
14"
4-5-5
(10)
14"
6-7-9
(16)
16"
qₚ
tsf
MC
%
3
Tests or Remarks
P200=1%
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2502558
Geotechnical Evaluation
Cottage Grove Ravine Parkway
12800 Ravine Pkwy.
Cottage Grove, Minnesota
BORING:ST-9
LOCATION: Captured with submeter GPS.
DATUM:NAD 1983 HARN Adj MN Washington (US Feet)
NORTHING:27458 EASTING:482637
DRILLER:M. Hoppe LOGGED BY:R. Fritz START DATE:04/16/25 END DATE:04/16/25
SURFACE
ELEVATION:913.6 ft RIG:7504 METHOD:3 1/4" HSA SURFACING:Soil WEATHER:Sunny
B2502558 Braun Intertec Corporation Print Date:05/20/2025 ST-9 page 1 of 1
Descriptive Terminology of Soil
Based on Standards ASTM D2487/2488
(Unified Soil Classification System)
Group
S mbol Group NameB
Cu ≥ 4 and 1 ≤ Cc ≤ 3D GW Well‐graded gravelE
Cu < 4 and/or (Cc < 1 or Cc > 3)D GP Poorly graded gravelE
Fines classify as ML or MH GM Silty gravelE F G
Fines Classify as CL or CH GC Clayey gravelE F G
Cu ≥ 6 and 1 ≤ Cc ≤ 3D SW Well‐graded sandI
Cu < 6 and/or (Cc < 1 or Cc > 3)D SP Poorly graded sandI
Fines classify as ML or MH SM Silty sandF G I
Fines classify as CL or CH SC Clayey sandF G I
CL Lean clayK L M
PI < 4 or plots below "A" lineJ ML SiltK L M
Organic OL
CH Fat clayK L M
MH Elastic siltK L M
Organic OH
PT Peat Highly Organic Soils
Silts and Clays
(Liquid limit less than
50)
Silts and Clays
(Liquid limit 50 or
more)
Primarily organic matter, dark in color, and organic odor
Inorganic
Inorganic
PI > 7 and plots on or above "A" lineJ
PI plots on or above "A" line
PI plots below "A" line
Criteria for Assigning Group Symbols and
Group Names Using Laboratory TestsA
Soil Classification
Co
a
r
s
e
‐gr
a
i
n
e
d
So
i
l
s
(m
o
r
e
th
a
n
50
%
re
t
a
i
n
e
d
on
No
.
20
0
si
e
v
e
)
Fi
n
e
‐gr
a
i
n
e
d
So
i
l
s
(5
0
%
or
mo
r
e
pa
s
s
e
s
th
e
No
.
20
0
si
e
v
e
)
Sands
(50% or more coarse
fraction passes No. 4
sieve)
Clean Gravels
(Less than 5% finesC)
Gravels with Fines
(More than 12% finesC)
Clean Sands
(Less than 5% finesH)
Sands with Fines
(More than 12% finesH)
Gravels
(More than 50% of
coarse fraction
retained on No. 4
sieve)
Liquid Limit − oven dried
Liquid Limit − not dried <0.75 Organic clay K L M N
Organic silt K L M O
Liquid Limit − oven dried
Liquid Limit − not dried <0.75 Organic clay K L M P
Organic silt K L M Q
Particle Size Identification
Boulders.............. over 12"
Cobbles................ 3" to 12"
Gravel
Coarse............. 3/4" to 3" (19.00 mm to 75.00 mm)
Fine................. No. 4 to 3/4" (4.75 mm to 19.00 mm)
Sand
Coarse.............. No. 10 to No. 4 (2.00 mm to 4.75 mm)
Medium........... No. 40 to No. 10 (0.425 mm to 2.00 mm)
Fine.................. No. 200 to No. 40 (0.075 mm to 0.425 mm)
Silt........................ No. 200 (0.075 mm) to .005 mm
Clay...................... < .005 mm
Relative ProportionsL, M
trace............................. 0 to 5%
little.............................. 6 to 14%
with.............................. ≥ 15%
Inclusion Thicknesses
lens............................... 0 to 1/8"
seam............................. 1/8" to 1"
layer.............................. over 1"
Apparent Relative Density of Cohesionless Soils
Very loose ..................... 0 to 4 BPF
Loose ............................ 5 to 10 BPF
Medium dense.............. 11 to 30 BPF
Dense............................ 31 to 50 BPF
Very dense.................... over 50 BPF
A. Based on the material passing the 3‐inch (75‐mm) sieve.
B. If field sample contained cobbles or boulders, or both, add "with cobbles or boulders,
or both" to group name.
C. Gravels with 5 to 12% fines require dual symbols:
GW‐GM well‐graded gravel with silt
GW‐GC well‐graded gravel with clay
GP‐GM poorly graded gravel with silt
GP‐GC poorly graded gravel with clay
D. Cu = D60 / D10 Cc = 𝐷30 2 / 𝐷10 𝑥 𝐷60)
E. If soil contains ≥ 15% sand, add "with sand" to group name.
F. If fines classify as CL‐ML, use dual symbol GC‐GM or SC‐SM.
G. If fines are organic, add "with organic fines" to group name.
H. Sands with 5 to 12% fines require dual symbols:
SW‐SM well‐graded sand with silt
SW‐SC well‐graded sand with clay
SP‐SM poorly graded sand with silt
SP‐SC poorly graded sand with clay
I. If soil contains ≥ 15% gravel, add "with gravel" to group name.
J. If Atterberg limits plot in hatched area, soil is CL‐ML, silty clay.
K. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is
predominant.
L. If soil contains ≥ 30% plus No. 200, predominantly sand, add “sandy” to group name.
M. If soil contains ≥ 30% plus No. 200 predominantly gravel, add “gravelly” to group name.
N. PI ≥ 4 and plots on or above “A” line.
O. PI < 4 or plots below “A” line.
P. PI plots on or above “A” line.
Q. PI plots below “A” line.
Laboratory Tests
DD Dry density, pcf qp Pocket penetrometer strength, tsf
WD Wet density, pcf qU Unconfined compression test, tsf
P200 % Passing #200 sieve LL Liquid limit
MC Moisture content, %PL Plastic limit
OC Organic content, %PI Plasticity index
Consistency of Blows Approximate Unconfined
Cohesive Soils Per Foot Compressive Strength
Very soft................... 0 to 1 BPF................... < 0.25 tsf
Soft........................... 2 to 4 BPF................... 0.25 to 0.5 tsf
Medium.................... 5 to 8 BPF .................. 0.5 to 1 tsf
Stiff........................... 9 to 15 BPF................. 1 to 2 tsf
Very Stiff................... 16 to 30 BPF............... 2 to 4 tsf
Hard.......................... over 30 BPF................ > 4 tsf
Drilling Notes:
Blows/N‐value: Blows indicate the driving resistance recorded
for each 6‐inch interval. The reported N‐value is the blows per
foot recorded by summing the second and third interval in
accordance with the Standard Penetration Test, ASTM D1586.
Partial Penetration:If the sampler could not be driven
through a full 6‐inch interval, the number of blows for that
partial penetration is shown as #/x" (i.e. 50/2"). The N‐value is
reported as "REF" indicating refusal.
Recovery: Indicates the inches of sample recovered from the
sampled interval. For a standard penetration test, full recovery
is 18", and is 24" for a thinwall/shelby tube sample.
WOH: Indicates the sampler penetrated soil under weight of
hammer and rods alone; driving not required.
WOR: Indicates the sampler penetrated soil under weight of
rods alone; hammer weight and driving not required.
Water Level: Indicates the water level measured by the
drillers either while drilling ( ), at the end of drilling ( ),
or at some time after drilling ( ).
Moisture Content:
Dry:Absence of moisture, dusty, dry to the touch.
Moist: Damp but no visible water.
Wet: Visible free water, usually soil is below water table.
5/2021
Appendix E: Traffic Report
H:\COTT\25X137946000\2_Preliminary\C_Reports\Traffic Review\2025-08_Updated\2025-08-29_Ravine Parkway Traffic Review.docx
MEMORANDUM
Date: August 28, 2025
To: City of Cottage Grove
From: Bryan T. Nemeth, P.E., PTOE
Subject: Ravine Parkway – 85th to Keats
Daily Traffic Forecast, Access Spacing, and High-Level Traffic Control Options
Cottage Grove, Minnesota
Project No.: 25X.137946
Introduction
This traffic review is to verify the proposed street cross-section and determine access points for Ravine
Parkway east of County State Aid Highway (CSAH) 19 (Keats Avenue) in the City of Cottage Grove. Ravine
Parkway runs from the north at Keats Avenue to the south at 85th Street South. As part of the traffic
review, the development potential for the area east of Keats Avenue is reviewed and potential traffic
control options are discussed. The proposed roadway alignment is shown in Figure 1.
Projected City Growth
The City of Cottage Grove is anticipated to increase in population over the next 25 years as indicated in
the latest forecasts from the Metropolitan Council.
Scenario Population Households Employment
Existing (2020)* 38,839 13,205 8,210
Forecasted 2050** 52,400 19,200 14,000
Forecasted Change +13,561 +5,995 +5,790
*Metropolitan Council and US Census Bureau
**Metropolitan Council Imagine 2050
The highest growth areas for residents based on recent and proposed developments include the
northwest side of the city (north of 80th Street along Hardwood Avenue and north of 65th Street),
southwest side of the city (south of 90th Street along Hadley Avenue and southwest to the river), and on
the north and northeast side of the city (Jamaica Avenue and Ravine Parkway). Additionally, there is
ongoing growth and plans for growth west of Keats Avenue (CSAH 19) around 90th Street and extending
south to East Point Douglas Road, and east of Keats Avenue along the proposed Ravine Parkway
between 85th Street and its connection to Keats Avenue on the northeast side of the city.
Name: Ravine Parkway Traffic Review
Date: August 28, 2025
Page: 2
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Equating for an anticipated growth of approximately 9.44 trips per household per the Institute of
Transportation Engineers Trip Generation Manual (single family residential) indicates a projected traffic
volume growth of the city of approximately 56,600 trips per day from residents. While some of these
may be bicyclist or pedestrian trips, this provides a starting point for anticipated vehicle traffic growth
within this residential area. Additionally, the employment growth would be anticipated to further
increase traffic in the city where there is retail, commercial, and industrial growth such as south of 100th
Street, on the northwest corner of Keats Avenue and East Point Douglas Road, and near 80th Street and
East Point Douglas Road/Hardwood Avenue.
For the area of consideration, the primary traffic growth along Ravine Parkway will likely be due to
residential development. There are approximately 1,094 acres of currently zoned “agricultural” or “rural
residential” that could be developed as residential between 85th Street and the northern boundary of
Cottage Grove (rural residential only included when the parcel is impacted by the roadway alignment)
though part of this area is slated for East Ravine Park. Current nearby development patterns indicate
approximately 3-4 dwelling units per acre. For this analysis it is assumed that there are approximately
3.5 dwelling units per acre to account for public infrastructure such as roads, utility easements, ponds,
parks, and other public uses. Additionally, it is assumed that 9.44 trips per day would be produced by
each household in accordance with assumptions above. This would indicate a potential growth area of
969.7 acres, approximately 3,400 dwelling units, and traffic growth attributable to the area of
approximately 32,100 trips per day at full build out. The growth areas are as indicated in Figure 1.
Functional Classification and Roadway Access Points
Both Keats Avenue (CSAH 19) and 70th Street South (CSAH 22) in the area are under the jurisdiction of
Washington County and are functionally classified as Minor Arterial Expanders according to the
Metropolitan Council and the Washington County 2040 Comprehensive Plan. 80th Street west of Keats
Avenue is also functionally classified as a Minor Arterial Expander. These arterial roadways are used for
regional travel between cities and have more limited access. 80th Street east of Keats Avenue, 85th Street
east of Keats Avenue, Indian Boulevard, and the existing and proposed Ravine Parkway are functionally
classified as Major Collectors. Major collector roadways collect trips from neighborhoods to the regional
roadway network. 85th Street to the west of Keats Avenue is functionally classified as a Minor Collector.
Minor collectors collect trips to major collectors and the regional roadway network. Additional minor
collectors and local roadways within the development area surrounding Ravine Parkway are not shown.
According to the Washington County Access Spacing Guidelines in the 2040 Comprehensive Plan, the
access spacing for Keats Avenue (CSAH 19) and 70th Street (CSAH 22) are ¼ mile for full movement
intersections. Signal or roundabout spacing along the corridors is also at ¼ mile. It is recognized that
there is a Memorandum of Understanding for both of these corridors with the access locations
identified. According to the Minnesota Department of Transportation (MnDOT), minor arterials in a rural
area should provide ½ mile spacing for primary intersections and ¼ mile spacing for secondary
intersections. As the area is developed, the suburban spacing is ¼ mile for primary intersections and ⅛
mile for secondary intersections.
For this analysis, intersections are identified as either primary or secondary intersections, conforming to
the MnDOT terminology. Primary intersections, or access points, would be anticipated to provide full
access to all movements now and into the future. Secondary intersections, or access points, may be full
access or be restricted for some movements based on safety, traffic volume, surrounding traffic control,
geometric considerations, and intersection spacing.
Name: Ravine Parkway Traffic Review
Date: August 28, 2025
Page: 3
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Primary intersections on Keats Avenue (CSAH 19) would be anticipated at Ravine Parkway, 70th Street
(CSAH 22), Indian Boulevard, 80th Street, and 85th Street as shown in Figure 2. The primary intersections
are located at the major east-west roadways and are spaced at approximately ½ mile along Keats
Avenue and would be anticipated to be maintained as full access intersections now and into the future.
The primary access point on 70th Street (CSAH 22) east of Keats Avenue (CSAH 19) is considered to be at
the future Ravine Parkway intersection and is located approximately ½ mile east of Keats Avenue (CSAH
19).
The new trips from the area east of Keats Avenue will primarily be accessing Keats Avenue to go north or
south, or to access points to the west from the primary access points along Keats Avenue. Some trips
may use secondary access points between the primary accesses. The existing “secondary” access points
along Keats Avenue, 70th Street, and 80th Street are noted in Figure 2.
Proposed Access Points
According to the City of Cottage Grove Comprehensive Plan the city considers the access spacing
guidelines by MnDOT. As Ravine Parkway is within an area that will be considered suburban once fully
developed, the ¼ mile access spacing for primary intersections is followed. Secondary intersections are
proposed at ⅛ mile spacing. The access spacing and locations may be adjusted based on the roadway
curvature, safety, adjacent access locations, and specific development needs. The proposed primary and
secondary intersections for Ravine Parkway, 70th Street, and 80th Street are as shown in Figure 3.
The proposed primary intersections are located at approximately the ¼ mile spacing with a minimum of
¼ mile away from CSAH 19 and CSAH 22 where possible. These are considered to be the primary access
locations for major roadways into and out of each development. Proposed secondary intersections are
shown at ¼ mile spacing along 70th Street and 80th Street given their higher functional classification. The
secondary intersections are considered to be the secondary access locations into and out of each
development area to the higher functionally classified roadways.
Traffic Distribution
The area trips are distributed to the roadway network based on existing volumes, downstream capacity
considerations, and overall destinations. Most trips are anticipated to travel south on Keats Ave (28%) to
access TH 10/61, 90th St, and East Point Douglas Rd with the next highest destination being to the north
on Keats Ave (24%) to access I-94, I-494, and locations within the City of Woodbury. Approximately 11%
of trips are estimated to use CSAH 22 (70th St) to access TH 10/61 and other locations to the northwest
while 15% of trips are estimated to use 80th St to access TH 10/61 and other locations to the west. The
rest of the trips are projected to be destined to use Ravine Parkway (9%), Indian Boulevard (6%), and
85th St (2%), or use 70th St or 80th St to the east (5%). The resulting daily traffic projections are shown in
Figure 4.
Roadway Cross Section
The currently proposed roadway cross-section includes a 3-lane section (one lane in each direction
separated by left turn lanes or median. The center left turn option is shown below.
Name: Ravine Parkway Traffic Review
Date: August 28, 2025
Page: 4
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With the projected traffic volumes for Ravine Parkway the cross-section is considered to be appropriate
with an anticipated roadway capacity of 12,000 to 18,000 vehicles per day.
Intersection Traffic Control
There is currently a single lane roundabout located at the intersection of CSAH 19 (Keats Ave) and CSAH
22 (70th St). An intersection improvement for a signal or roundabout is planned for construction in 2026
at the intersection of CSAH 19 (Keats Ave) and 80th St according to the Washington County 5-Year
Capital Improvement Program. A single lane roundabout is estimated to have a minimum capacity of
approximately 15,000 vehicles per day (15,000 vehicles entering the intersection per day). According to
the National Cooperative Highway Research Program (NCHRP) 1049, A Guide to Roundabouts, a single
lane roundabout has a capacity of 15,000 to 30,000 vehicles per day depending on peak hour turning
movement volumes (See Exhibit 8.2 below).
Given the large volume of turning traffic that would be needed to get into and out of the cross-streets
on Keats Avenue, the capacity of a single lane roundabout is anticipated to be less than 15,000 vehicles
per day. The current traffic control would likely require capacity improvements to accommodate the full
growth of the development area along Ravine Parkway but would be anticipated to accommodate
approximately 10-15% the growth area (100-150 acres) with minimal to no roadway capacity
improvements in the area needed. Peak hour analysis will be required to evaluate the traffic control and
capacity needs of the intersections beyond the review provided in this memo.
Name: Ravine Parkway Traffic Review
Date: August 28, 2025
Page: 5
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*Source: NCHRP 1049, A guide to Roundabouts
Given the current traffic control on CSAH 19 (Keats Ave) with roundabouts at CSAH 22 (70th St), East
Point Douglas Road, and in Woodbury at Dale Road and Bailey Road, roundabouts are considered to be
an acceptable traffic control option along the corridor. The intersection of CSAH 19 (Keats Ave) and
Ravine Parkway on the north side of Cottage Grove is projected to have volumes that would be
anticipated to need capacity and intersection control improvements such as a roundabout or traffic
signal. Given the right-of-way available, a conservation easement on the northwest corner of the
intersection, an Xcel Energy 200-ft transmission line easement on the south side of the intersection, and
a Metropolitan Council 60-ft easement on the east side of the intersection, a roundabout is likely not
feasible or would be very difficult to place (see figure below) at this intersection location.
A signal with full turn lanes in all directions at the intersection of CSAH 19 (Keats Ave) and Ravine
Parkway would be anticipated to be needed at full build-out of the properties along Ravine Parkway.
Name: Ravine Parkway Traffic Review
Date: August 28, 2025
Page: 6
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Based on the projected traffic volumes at full build-out, the intersection of CSAH 22 (70th St) and Ravine
Pkwy would be anticipated to need capacity and operational improvements to accommodate full build-
out of the development area along Ravine Parkway. The full build-out projections indicate an
intersection daily traffic volume (entering) of 15,600 at 70th St and Ravine Pkwy. Given the traffic
projections and accounting for a maximum west leg daily entering volume of 13,100 (or slightly less), a
one lane entry would be at the limit but would be anticipated to be acceptable based on the planning
level practical capacity in NCHRP 1049 with the likelihood of minimal to no conflicting vehicles based on
Exhibits 8.5 and 8.6 (assuming a 10% peak). Additional analysis would be required when development
plans are more imminent as a 2-lane entry for eastbound may be needed depending on development
intensity and final roadway network configuration.
*Source: NCHRP 1049, A guide to Roundabouts
Name: Ravine Parkway Traffic Review
Date: August 28, 2025
Page: 7
H:\COTT\25X137946000\2_Preliminary\C_Reports\Traffic Review\2025-08_Updated\2025-08-29_Ravine Parkway Traffic Review.docx
The full build-out projections indicate an intersection daily traffic volume (entering) of 9,550 at 80th St
and Ravine Pkwy. Given the traffic projections, a one lane entry would be anticipated to operate
acceptably based on the planning level practical capacity in NCHRP 1049 and minimal conflicting vehicles
based on Exhibits 8.5 and 8.6 (assuming a 10% peak).
Additional peak hour analysis will be required to verify the feasibility of a single lane roundabout at 70th
St at Ravine Pkwy and 80th St at Ravine Pkwy based on a more detailed traffic study when the traffic
control change is needed.
Conclusions
• Ravine Parkway
o 3-Lane roadway section
o Primary intersections at ¼ mile spacing
o Secondary intersections at ⅛ mile spacing
o Turn lanes and a future signal at Keats Ave (CSAH 19) and Ravine Parkway
o Future roundabout at 70th St (CSAH 22) and Ravine Parkway
Single or multilane roundabout
o Future roundabout at 80th St and Ravine Parkway
Single lane roundabout
• Keats Avenue (CSAH 19)
o Primary intersections at ½ mile spacing
o Secondary intersections at ¼ mile spacing
o Turn lanes and a future signal at Keats Ave (CSAH 19) and Ravine Parkway
o Future traffic signal or roundabout at Keats Ave (CSAH 19) and 80th St S
Multilane roundabout
• 70th Street (CSAH 22)
o Primary intersections at ½ mile spacing
o Secondary intersections at ¼ mile spacing
o Future roundabout at 70th St (CSAH 22) and Ravine Parkway
Single or multilane roundabout
KINGSTON PARK
KINGSTON PARK
KINGSTON PARK
ARBOR MEADOWS PARK
CEDARHURST MEADOWS PARK
CEDARHURST MEADOWS PARK
GLACIAL VALLEY PARK
80th Street South
Court
80th
Street
70th Str
e
e
t
S
o
u
t
h
C S A
H
2
2
80th
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Jo
c
e
l
y
n
A
v
e
n
u
e
Je
n
s
e
n
A
v
e
n
u
e
S
o
u
t
h
77th Street South
Indian Boulevard South
Jo
l
i
e
t
A
v
e
n
u
e
S
o
u
t
h
Je
w
e
l
Street SouthStreetSouth
Av
e
n
u
e
So
u
t
h
Jordo
n
Avenue
Jorg
e
n
s
e
n
A
v
e
n
u
e
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Jo
r
g
e
n
s
e
n
L
a
n
e
C
S
A
H
1
9
Aven
u
e
S
o
u
t
h
Kim
b
r
o
Stre
e
t
80th
Ra
v
i
n
e
P
a
r
k
w
a
y
85th Street South
Jo
c
e
l
y
n
A
v
e
n
u
e
Joli
e
t
Je
n
s
e
n
A
v
e
n
u
e
S
o
u
t
h
Ave
n
u
e
S
o
u
t
h
82nd Street
85th
Stre
e
t
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
C
S
A
H
1
9
C
S
A
H
1
9
70th Str
Ki
r
k
w
o
o
d
A
v
e
n
u
e
S
o
u
t
h
Old 70th St
r
e
e
t
S
o
u
t
h
70th Street South
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Milita
r
y
R
o
a
d
Jo
l
i
e
t
A
v
e
n
u
e
S
o
u
t
h
C S A H 22
C
S
A
H
1
9
Street South
Jen
s
e
n
A
v
e
n
u
e
S
o
u
t
h
Ravine Parkway South
Jody Avenue
H:
\
C
O
T
T
\
2
5
X
1
3
7
9
4
6
0
0
0
\
C
A
D
\
C
3
D
\
F
I
G
R
-
1
3
7
9
4
6
-
R
a
v
i
n
e
P
a
r
k
w
a
y
A
l
i
g
n
m
e
n
t
2
0
2
5
-
0
7
-
1
4
.
d
w
g
7/
1
4
/
2
0
2
5
3
:
0
9
:
4
6
P
M
R
Ravine Parkway
City of Cottage Grove, MN
Proposed Alignment
July 2025
R
FEETSCALE
0 400 800
HORZ.
KINGSTON PARK
KINGSTON PARK
KINGSTON PARK
ARBOR MEADOWS PARK
CEDARHURST MEADOWS PARK
CEDARHURST MEADOWS PARK
GLACIAL VALLEY PARK
80th Street South
Court
80th
Street
70th Str
e
e
t
S
o
u
t
h
C S A
H
2
2
80th
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Jo
c
e
l
y
n
A
v
e
n
u
e
Je
n
s
e
n
A
v
e
n
u
e
S
o
u
t
h
77th Street South
Indian Boulevard South
Jo
l
i
e
t
A
v
e
n
u
e
S
o
u
t
h
Je
w
e
l
Street SouthStreetSouth
Av
e
n
u
e
So
u
t
h
Jordo
n
Avenue
Jorg
e
n
s
e
n
A
v
e
n
u
e
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Jo
r
g
e
n
s
e
n
L
a
n
e
C
S
A
H
1
9
Aven
u
e
S
o
u
t
h
Kim
b
r
o
Stre
e
t
80th
Ra
v
i
n
e
P
a
r
k
w
a
y
85th Street South
Jo
c
e
l
y
n
A
v
e
n
u
e
Joli
e
t
Je
n
s
e
n
A
v
e
n
u
e
S
o
u
t
h
Ave
n
u
e
S
o
u
t
h
82nd Street
85th
Stre
e
t
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
C
S
A
H
1
9
C
S
A
H
1
9
70th Str
Ki
r
k
w
o
o
d
A
v
e
n
u
e
S
o
u
t
h
Old 70th St
r
e
e
t
S
o
u
t
h
70th Street South
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Milita
r
y
R
o
a
d
Jo
l
i
e
t
A
v
e
n
u
e
S
o
u
t
h
C S A H 22
C
S
A
H
1
9
Street South
Jen
s
e
n
A
v
e
n
u
e
S
o
u
t
h
Ravine Parkway South
Jody Avenue
H:
\
C
O
T
T
\
2
5
X
1
3
7
9
4
6
0
0
0
\
C
A
D
\
C
3
D
\
F
I
G
R
-
1
3
7
9
4
6
-
R
a
v
i
n
e
P
a
r
k
w
a
y
A
l
i
g
n
m
e
n
t
2
0
2
5
-
0
7
-
1
4
.
d
w
g
7/
1
4
/
2
0
2
5
3
:
0
9
:
4
6
P
M
R
Ravine Parkway
City of Cottage Grove, MN
Proposed Alignment
July 2025
R
FEETSCALE
0 400 800
HORZ.
Primary Intersection: Keats Ave
(CSAH 19) and Ravine Pkwy
Primary Intersection: Keats Ave
(CSAH 19) and 70th St (CSAH 22)
Primary Intersection: Keats Ave
(CSAH 19) and 80th St
Primary Intersection: Keats Ave
(CSAH 19) and Indian Blvd
Primary Intersection: Keats Ave
(CSAH 19) and 85th St
Secondary Intersection: Keats Ave
and Jody Ave
Secondary Intersection: Keats Ave
and Jordan Ave
Secondary Intersection: Keats Ave
and Jorgensen Ln
Secondary Intersection: Keats Ave
and 77th St
Secondary Intersection:
Keats Ave and 82nd St
Figure 2. Existing Access
August 2025
Legend
Primary Intersection/Access Point
Secondary Intersection/Access Point
Secondary Intersection:
70th St (CSAH 22) and
Kirkwood Ave
Primary Intersection: 70th St
(CSAH 22) and Ravine Pkwy
Secondary Intersection:
80th St and 80th Street Ct
KINGSTON PARK
KINGSTON PARK
KINGSTON PARK
ARBOR MEADOWS PARK
CEDARHURST MEADOWS PARK
CEDARHURST MEADOWS PARK
GLACIAL VALLEY PARK
80th Street South
Court
80th
Street
70th Str
e
e
t
S
o
u
t
h
C S A
H
2
2
80th
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Jo
c
e
l
y
n
A
v
e
n
u
e
Je
n
s
e
n
A
v
e
n
u
e
S
o
u
t
h
77th Street South
Indian Boulevard South
Jo
l
i
e
t
A
v
e
n
u
e
S
o
u
t
h
Je
w
e
l
Street SouthStreetSouth
Av
e
n
u
e
So
u
t
h
Jordo
n
Avenue
Jorg
e
n
s
e
n
A
v
e
n
u
e
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Jo
r
g
e
n
s
e
n
L
a
n
e
C
S
A
H
1
9
Aven
u
e
S
o
u
t
h
Kim
b
r
o
Stre
e
t
80th
Ra
v
i
n
e
P
a
r
k
w
a
y
85th Street South
Jo
c
e
l
y
n
A
v
e
n
u
e
Joli
e
t
Je
n
s
e
n
A
v
e
n
u
e
S
o
u
t
h
Ave
n
u
e
S
o
u
t
h
82nd Street
85th
Stre
e
t
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
C
S
A
H
1
9
C
S
A
H
1
9
70th Str
Ki
r
k
w
o
o
d
A
v
e
n
u
e
S
o
u
t
h
Old 70th St
r
e
e
t
S
o
u
t
h
70th Street South
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Milita
r
y
R
o
a
d
Jo
l
i
e
t
A
v
e
n
u
e
S
o
u
t
h
C S A H 22
C
S
A
H
1
9
Street South
Jen
s
e
n
A
v
e
n
u
e
S
o
u
t
h
Ravine Parkway South
Jody Avenue
H:
\
C
O
T
T
\
2
5
X
1
3
7
9
4
6
0
0
0
\
C
A
D
\
C
3
D
\
F
I
G
R
-
1
3
7
9
4
6
-
R
a
v
i
n
e
P
a
r
k
w
a
y
A
l
i
g
n
m
e
n
t
2
0
2
5
-
0
7
-
1
4
.
d
w
g
7/
1
4
/
2
0
2
5
3
:
0
9
:
4
6
P
M
R
Ravine Parkway
City of Cottage Grove, MN
Proposed Alignment
July 2025
R
FEETSCALE
0 400 800
HORZ.
Primary Intersection: Keats Ave
(CSAH 19) and Ravine Pkwy
Primary Intersection: Keats Ave
(CSAH 19) and 70th St (CSAH 22)
Primary Intersection: Keats Ave
(CSAH 19) and 80th St
Primary Intersection: Keats Ave
(CSAH 19) and Indian Blvd
Primary Intersection: Keats Ave
(CSAH 19) and 85th St
Secondary Intersection: Keats Ave
and Jody Ave
Secondary Intersection: Keats Ave
and Jordan Ave
Secondary Intersection: Keats Ave
and Jorgensen Ln
Secondary Intersection: Keats Ave
and 77th St
Secondary Intersection:
Keats Ave and 82nd St
Figure 3. Proposed Access
August 2025
Secondary Intersection:
70th St (CSAH 22) and
Kirkwood Ave
Primary Intersection: 70th St
(CSAH 22) and Ravine Pkwy
Secondary Intersection:
80th St and 80th Street Ct
Legend
Primary Intersection/Access Point
Secondary Intersection/Access
Point
Proposed Primary Intersection/
Access Point
Proposed Secondary Intersection/
Access Point
KINGSTON PARK
KINGSTON PARK
KINGSTON PARK
ARBOR MEADOWS PARK
CEDARHURST MEADOWS PARK
CEDARHURST MEADOWS PARK
GLACIAL VALLEY PARK
80th Street South
Court
80th
Street
70th Str
e
e
t
S
o
u
t
h
C S A
H
2
2
80th
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Jo
c
e
l
y
n
A
v
e
n
u
e
Je
n
s
e
n
A
v
e
n
u
e
S
o
u
t
h
77th Street South
Indian Boulevard South
Jo
l
i
e
t
A
v
e
n
u
e
S
o
u
t
h
Je
w
e
l
Street SouthStreetSouth
Av
e
n
u
e
So
u
t
h
Jordo
n
Avenue
Jorg
e
n
s
e
n
A
v
e
n
u
e
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Jo
r
g
e
n
s
e
n
L
a
n
e
C
S
A
H
1
9
Aven
u
e
S
o
u
t
h
Kim
b
r
o
Stre
e
t
80th
Ra
v
i
n
e
P
a
r
k
w
a
y
85th Street South
Jo
c
e
l
y
n
A
v
e
n
u
e
Joli
e
t
Je
n
s
e
n
A
v
e
n
u
e
S
o
u
t
h
Ave
n
u
e
S
o
u
t
h
82nd Street
85th
Stre
e
t
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
C
S
A
H
1
9
C
S
A
H
1
9
70th Str
Ki
r
k
w
o
o
d
A
v
e
n
u
e
S
o
u
t
h
Old 70th St
r
e
e
t
S
o
u
t
h
70th Street South
Ke
a
t
s
A
v
e
n
u
e
S
o
u
t
h
Milita
r
y
R
o
a
d
Jo
l
i
e
t
A
v
e
n
u
e
S
o
u
t
h
C S A H 22
C
S
A
H
1
9
Street South
Jen
s
e
n
A
v
e
n
u
e
S
o
u
t
h
Ravine Parkway South
Jody Avenue
H:
\
C
O
T
T
\
2
5
X
1
3
7
9
4
6
0
0
0
\
C
A
D
\
C
3
D
\
F
I
G
R
-
1
3
7
9
4
6
-
R
a
v
i
n
e
P
a
r
k
w
a
y
A
l
i
g
n
m
e
n
t
2
0
2
5
-
0
7
-
1
4
.
d
w
g
7/
1
4
/
2
0
2
5
3
:
0
9
:
4
6
P
M
R
Ravine Parkway
City of Cottage Grove, MN
Proposed Alignment
July 2025
R
FEETSCALE
0 400 800
HORZ.
Figure 4. Existing Volume and Future Daily Forecasts
August 2025
8,
3
0
0
13
,
5
0
0
17
,
9
00
7,
4
0
0
9,
7
0
0
17
,
9
0
0
4,700
9,100
3,300
5,400
9,000
Legend
X,XXX 2023/2024 Daily Volume
X,XXX 2040 Daily Volume Forecast*
X,XXX Development Area Daily Volume Forecast
(Full Build Out)***
* City and County 2040 Comprehensive Plans
(County Forecasts shown for CSAH 19 north of CSAH 22 and on CSAH 22)
** Reassigned from Military Road
*** Includes 20% regional growth
4,400
6,4004,400
13,200
13,100
1,300
2,550**
4,600
850
1,600
8,400
2,200
4,700
850
7,500
1,700
2,200
7,
6
0
0
18
,
2
00
6,
1
0
0
11
,
5
0
0
20
,
1
00
8,
5
0
0
22
,
3
00
600
5,300
3,700
5,
9
0
0
5,
8
0
0
5,7
0
0
4,
3
0
0
7,
0
0
0
16
,
1
00
Figures
70th St. (CSAH 22)
80th St.
100th St.
90th St.
Ki
m
b
r
o
A
v
e
.
65th St.
High
w
a
y
s
10 &
6
1
High
w
a
y
s
10
&
6
1
Ja
m
a
i
c
a
A
v
e
.
Ke
a
t
s
A
v
e
.
(
C
S
A
H
1
9
)
Milit
a
r
y
R
d
.
(
C
S
A
H
2
0
)
H:
\
C
O
T
T
\
2
5
X
1
3
7
9
4
6
0
0
0
\
C
A
D
\
C
3
D
\
F
I
G
R
-
1
3
7
9
4
6
-
0
1
L
o
c
a
t
i
o
n
P
l
a
n
.
d
w
g
9/
3
0
/
2
0
2
5
3
:
0
2
:
0
7
P
M
R
Ravine Parkway
City of Cottage Grove
Figure 1: Location Map
September 2025
FEETSCALE
0 2000 4000
HORZ.
R
LEGEND
STUDY AREA
70th St. (CSAH 22)
80th St.
Ja
m
a
i
c
a
A
v
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70th St. (CSAH 22)
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Ravine Parkway
City of Cottage Grove
Figure 2: Street Improvement History
September 2025
FEETSCALE
0 1200 2400
HORZ.
R
LEGEND
2005
2011
2018
2020
2026
STUDY AREA
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240
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80th
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C S A H 22
80th
77th Street
Indian Boulevard
Street
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P
M
R
Ravine Parkway
City of Cottage Grove, MN
Figure 3: Existing Conditions
September 2025
FEETSCALE
0 400 800
HORZ.
R
LEGEND
PROPOSED RAVINE
PARKWAY ALIGNMENT
EX. STORM SEWER
EX. SANITARY SEWER
MCES INTERCEPTOR
3M FORCEMAIN
EX. WATERMAIN
>>
>
>
||
l
70th St
r
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t
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HIGHWAY EASEM
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P
M
R
Ravine Parkway
City of Cottage Grove, MN
Figure 4a: Street and Lighting Improvements
September 2025
FEETSCALE
0 200 400
HORZ.
R
LEGEND
BITUMINOUS PAVEMENT
BITUMINOUS TRAIL
CONCRETE MEDIAN
CONCRETE SIDEWALK
LANDSCAPING
LIGHTING
SEE FIGURE 4bSEE FIGURE 4b
COTTAGE GROVE RAVINE REGIONAL PARK
80th Street South
80th
Street
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s
A
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P
M
R
Ravine Parkway
City of Cottage Grove, MN
Figure 4b: Street and Lighting Improvements
September 2025
FEETSCALE
0 200 400
HORZ.
R
LEGEND
BITUMINOUS PAVEMENT
BITUMINOUS TRAIL
CONCRETE MEDIAN
CONCRETE SIDEWALK
LANDSCAPING
LIGHTING
SEE FIGURE 4aSEE FIGURE 4a
YANG NINZONG
& SIA VUE GOEBEL THOMAS
A & MARY A
WOJCIECHOWSKI
ANTHONY & KIMBERLY
GORDON D TANK
LIV TRS ETAL
TANK MYRON K
& LINDA S
BISCOE DONALD M
AND KATHRYN L
BISCOE DONALD M
& WILLIAM R
TANK EILEEN G
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BISCOE DONALD M
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City of Cottage Grove, MN
Figure 5: Assessable Parcels
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LEGEND
ASSESSABLE PARCELS
KEATS AVENUE TO 70TH STREET
ASSESSABLE PARCELS
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ASSESSABLE PARCELS
80TH STREET TO 85TH STREET
PROPOSED RAVINE
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City of Cottage Grove, MN
Figure 6: East Ravine Park
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1
City Council Action Request
8.A.
Meeting Date 1/7/2026
Department Finance
Agenda Category Action Item
Title Approve Disbursements
Staff Recommendation Approve disbursements from 12-12-2025 through 01-01-2026 in the
amount of $5,774,660.08.
Budget Implication N/A
Attachments 1. Expense Approval Report 01-07-2026 Council Meeting
2. Payroll Check Register 01-07-26 Council Meeting
3. UB Check Register 01-07-26 Council Meeting
1
City Council Action Request
9.A.
Meeting Date 1/7/2026
Department Engineering
Agenda Category Action Item
Title 2026 Pavement Management Public Hearing
Staff Recommendation Adopt Resolution 2026-005 ordering the 2026 Pavement
Management Project.
Budget Implication $3,767,883.66 - Assessments, General Levy, Roadway Maintenance Fund, Park Improvement
Fund, and Utility Funds.
Attachments 1. 2026 PM Public Hearing Memo
2. 2-2026 PM Order Project Resolution 2026-01-07
To: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From: Paul Sponholz, PE, City Engineer
Date: December 31, 2025
Re: 2026 Pavement Management – Hold Public Hearing, and Order Project
Background
On December 18, 2024, the City Council authorized a feasibility report for the 2026 Pavement
Management Project as outlined in the Capital Improvement Plan, which was approved at the
December 3, 2025 City Council Meeting. Feasibility Reports allow staff to review areas in further
detail to better understand the current state, needs, and economic feasibility of the proposed
areas.
The 10-year pavement management plan identified the following areas to be included in the 202 6
Pavement Management project:
• Woodridge Park Addition: Streets include Hillside Trail South between Isle Avenue South
and Jamaica Avenue South, 88th Street South cul-de-sac, Isle Avenue South cul-de-sac,
88th Street South between Isle Avenue South and Hillside Trail South
• Thompson Grove Estates 11th Addition: Isle Avenue South between Hillside Trail South
and 88th Street South, 88th Street South between Inwood Avenue South and Isle Avenue
South, Ironwood Avenue South between Inwood Avenue South and 88th Street South, Ira
Avenue South between Ironwood Avenue South and 88th Street South, Irish Avenue Court
South cul-de-sac
• Pinetree Pond Townhouses 1st Addition: Ironwood Avenue South between 88th Street
South and 90th Street South
• Cottage Grove Commercial Addition: 90th Street South between Inwood Avenue South
and Jamaica Avenue South
The streets within this neighborhood were originally constructed between 1969 and 1978 and
underwent rehabilitation projects in 1997-1998. 90th Street was constructed in 1980 and
rehabilitated in 2001. The streets were recently examined in a variety of ways to determine their
condition as part of the Feasibility Report process. Pavement cores were drilled and extracted in
selected areas to analyze bituminous and aggregate thickness and the structural condition of the
pavement section.
In a 2025 visual inspection of the neighborhood, the roadways showed cracking, stripping,
patching, and early signs of failure in the thin overlay that is now 8 years old. The pavement cores
showed asphalt stripping and severe degra dation. The defects noted on road surfaces would
typically reflect through within a year if a mill and overlay project were completed at this time. The
curb and gutter are in poor condition with approximately 70 percent of curb requiring replacement.
Honorable Mayor, City Council, and Jennifer Levitt
2026 Pavement Management
December 31, 2025
Page 2 of 4
As with previous pavement management projects, utilities within the project limits were exam ined
for necessary maintenance. Overall, the utilities were found to be in fair condition, but some
maintenance work is required. The top sections of sanitary and storm manhole structures will be
upgraded to meet current City standards. Cracks and defects in storm and sanitary pipes are
proposed to be lined, and some storm structures are proposed to be replaced. The sanitary mains
and services within the townhome area will be lined to manage the significant root intrusion
through this area. In the water system, corroded valves will be replaced as necessary, hydrants
will be reconditioned and repainted as necessary, and concrete hydrant pads will be installed.
Additionally, the condition of street light infrastructure was evaluated, and some improvements
are proposed including replacement of two feed cabinets, placement of streetlight wire within new
conduit, and feeding several street lights through City cabinets rather than Xcel infrastructure to
give City crews control over maintenance of lighting throughout the neighborhood.
A special benefit appraisal was completed in accordance with the City’s policy for those properties
with direct access to the streets included in the project area. A neighborhood meeting was held
on December 1st, 2025 to discuss the various improvements proposed, the findings of the special
benefit appraisal, and the proposed assessments.
Discussion
Summary of Road and Infrastructure Improvements: The rehabilitation method proposed for
the residential roadways in these neighborhoods is to remove the existing asphalt surface and
replace it with a new surface. This new surface will consist of two lifts of bituminous totaling 3.5
inches of pavement. Full curb replacement throughout the area will also be completed. Finally,
minor utility improvements for sanitary sewer, water, stormwater, and lighting systems will also be
included. The total estimated project cost of road and infrastructure improvements for the
neighborhood is $3,693,335.70.
Assessments for this project will be based on the “Infrastructure Maintenance Task Force Special
Assessment Policy for Public Improvements,” dated September 30, 2005, revised October 31,
2023. The assessment policy states that mill and overlay projects are considered minor mainte-
nance and are therefore not assessable. The feasibility report recommends that all prop erties
adjacent to the project be assessed. The policy allows 45 percent of adjacent costs to be assessed
to residential properties. The policy also requires an analysis of project benefit (special benefit
appraisal) relative to the proposed special assessment. The policy states that the assessment
cannot be greater than the special benefit appraisal.
The potential assessment for the improvements listed above is estimated at $7,997.32 per
residential building lot equivalent (RBLE). The policy calls for assessments of townhome
properties at 0.6 RBLE and it calls for commercial, religious, and institutional land uses to be
assessed for a percentage of the project costs along the abutting footage. The special benefit
analysis does not support the potential assessments calculated per the policy. The special benefit
appraisal shows a smaller benefit to all property types than the assessment amount per the policy.
It’s anticipated that the special benefit appraisal would cap the assessment for all property types
as shown in the table below:
Honorable Mayor, City Council, and Jennifer Levitt
2026 Pavement Management
December 31, 2025
Page 3 of 4
Property Type Calculated Assessment
per IMTF Policy
Special Benefit Appraisal
Single Family (1 RBLE) $7,997.32 $7,100
Townhome (0.6 RBLE) $4,798.39 $2,700
AutoZone $49,445.89 $0
Aldi (2 separate parcels) $178,623.54 $37,700
Peaceful Grove United Methodist $149,387.45 $23,500
Armstrong Elementary School $92,923.31 $29,000
Project Funding Analysis: As noted above, the total estimated project cost for the street and
utility work in the project area is $3,693,335.70. According to the City’s policy, the total project
cost for road work and utilities is assessed against the benefiting properties in accordance with
the policy. In this neighborhood, the assessments are likely to be capped by the amount of the
special benefit appraisal for the various property types. The total project cost that would be
assessed per the policy is $1,801,134.27. The special benefit appraisal caps the assessments at
$1,117,200.00. The remainder of the project costs are proposed to be funded through utility funds,
and the general levy.
In addition to street and utility work, a sidewalk will be constructed at the back of the south curb
on Hillside Trail between Jamaica Avenue and Woodridge Park. The costs for the sidewalk total
$74,547.96. These costs are not funded through assessments but rather the Roadway
Maintenance Fund or Park Improvement Fund.
The improvements to be completed as part of the 2026 Pavement Management project are
estimated to total $3,767,883.66. The Cost Estimate Summary can be viewed in Appendix C of
the Feasibility Report.
Project Option Discussion
Option #1: Order the Pavement Management project as outlined in the feasibility report.
Total estimated project cost – $3,767,883.66
Total anticipated assessments – $1,117,200.00
The benefit of proceeding with the project is that soliciting for bids this winter will provide a stable
bidding environment, which reduces the burden to the general taxpayers and the residents adja -
cent to the project who are paying assessments. Another result of the new pavement is reduced
maintenance costs associated with the streets in the project area. Those maintenance dollars and
resources can then be reallocated to other parts of the community, which is a greater benefit to
the general taxpayer. There are also similar benefits related to the repairs to the utilities in the
project area.
The CIP outlines a fiscally responsible plan to rehabilitate roads and utilities within the community.
By ordering the project, those plans stay true to that document and the Council’s direction given
in the development of the CIP.
Honorable Mayor, City Council, and Jennifer Levitt
2026 Pavement Management
December 31, 2025
Page 4 of 4
Option #2: Do not order the project as outlined in the feasibility report.
If the improvements related to the 2026 Pavement Management Project are not ordered, the roads
will continue to deteriorate, which will result in increased maintenance costs. Those costs are
borne by all taxpayers, not just the property owners that live on those streets. Future project costs
will also be increased by 2.5 percent to 8 percent annually as a result of the construction index.
When a pavement management project is delayed, it creates a domino effect by delaying all future
pavement management projects. The cost of the domino effect is hard to capture, since there are
pavement management projects planned each year into the future. The City’s approach since
1994 has been to ensure a safe condition and preserve the structural integrity of roads in a fiscally
responsible manner. Independent third-party benefit appraisals conducted since 2007 have con -
cluded that this program improves property values within the project areas, as compared to the
existing deteriorated condition.
It should be noted to Council per Minnesota State Statute 429.031 that the resolution must
be adopted by four-fifths vote for the project to be ordered and the project to proceed.
Recommendation
It is recommended the City Council adopt Resolution 2026-005 ordering the 2026 Pavement
Management Project.
CITY OF COTTAGE GROVE, MINNESOTA
A RESOLUTION ORDERING THE
WHEREAS, a resolution of the City Council adopted on December 3, 2025, fixed a date
for the Council to hold a public hearing, pursuant to Minn. Stat. Chapter 429.011 to 429.111, on
the proposed improvement benefitting properties that include:
• Woodridge Park Addition: Streets include Hillside Trail South between Isle Avenue
South and Jamaica Avenue South, 88th Street South cul-de-sac, Isle Avenue South
cul-de-sac, 88th Street South between Isle Avenue South and Hillside Trail South
• Thompson Grove Estates 11th Addition: Isle Avenue South between Hillside Trail
South and 88th Street South, 88th Street South between Inwood Avenue South and
Isle Avenue South, Ironwood Avenue South between Inwood Avenue South and 88th
Street South, Ira Avenue South between Ironwood Avenue South and 88th Street
South, Irish Avenue Court South cul-de-sac
• Pinetree Pond Townhouses 1st Addition: Ironwood Avenue South between 88th
Street South and 90th Street South
• Cottage Grove Commercial Addition: 90th Street South between Inwood Avenue
South and Jamaica Avenue South
WHEREAS, ten days mailed notice and notice of the hearing was published twice per
Minnesota Statutes Chapter 429, and the hearing was held, at which all persons desiring to be
heard were given an opportunity to be heard thereon; and
WHEREAS, the City desires to assess the cost of said improvements to all benefited
properties, other than for properties not proposed for assessment.
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove,
County of Washington, State of Minnesota:
1. Such improvement is necessary, cost-effective, and feasible as detailed in the
feasibility report. The improvement shall include road rehabilitation, street lighting,
sanitary sewer, water main, and storm sewer.
2. Such improvement is hereby ordered.
3. The City Council declares its official intent to reimburse itself for the costs of the
improvement from the proceeds of the tax exempt bond.
Passed this 7th day of January 2026.
Myron Bailey, Mayor
Attest:
City of Cottage Grove, Minnesota