HomeMy WebLinkAbout2024-05-01 City Council Regular Meeting Packet (Public)1
COTTAGE GROVE CITY COUNCIL May 1, 2024
12800 RAVINE PARKWAY SOUTH
COTTAGE GROVE, MINNESOTA 55016
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
A Presentation - Accacia Lodge Donation
Staff Recommendation: Accept and approve the donation of six Fire Suppression tools from the Accacia
Masonic Lodge No. 51.
B Proclamation - Mental Health Awareness Month
Staff Recommendation: Proclaim May 2024 Mental Health Awareness Month.
C Proclamation - EMS Week
Staff Recommendation: Designate the week of May 19-25, 2024 as Emergency Medical Services Week.
D Proclamation - Police Officer Memorial Day 2024
Staff Recommendation: Proclaim National Police Week May 12, through May 18, 2024, and Peace officers
Memorial Day May 15, 2024.
E Presentation - Public Works Spring Cleanup Event
Staff Recommendation: Receive a presentation on the Public Works Spring Cleanup Event.
F Proclamation - Asian American & Pacific Islander Heritage Month
Staff Recommendation: Proclaim the month of May 2024 as Asian American and Pacific Islander Heritage
Month.
7 Consent Agenda
A City Council Regular Meeting Minutes (4-3-2024)
Staff Recommendation: Approve the April 3, 2024 Regular Meeting Minutes.
B City Council Special Meeting Minutes (4-17-2024)
Staff Recommendation: Approve the April 17, 2024, Special Meeting Minutes.
C City Council Regular Meeting Minutes (4-17-2024)
Staff Recommendation: Approve the April 17, 2024, Regular Meeting Minutes.
D Planning Commission Meeting Minutes (3-25-2024)
Staff Recommendation: Accept and place on file the minutes from the March 25, 2024, Planning Commission
meeting.
2
E Gambling Permit - Cottage Grove Lions Club
Staff Recommendation: Authorize issuance of a single-occassion gambling permit to Cynthia Lynn Bachrodt
on behalf of the Cottage Grove Lions Club to conduct a raffle at Carbones Pizza (7155 Jorgensen Avenue
South) on September 17, 2024 at 6:00 PM.
F Gambling Permit - Phoenix Residence, Inc.
Staff Recommendation: Authorize issuance of a single-occassion gambling permit to Corrie Lynn Kopischke
and Jacqueline Marie Larson on behalf of the Phoenix Residence, Inc. to conduct a raffle at River Oaks Golf
Course (11099 Hwy 61 Cottage Grove, MN) on June 10, 2024, from 12:30 PM to 6:00 PM.
G Gambling Permit - Minnesota Foundation for Agriculture
Staff Recommendation: Authorize issuance of a single-occassion gambling permit to Ruth Kay Linkenmeyer -
Meirick on behalf of the Minnesota Foundation for Agriculture to conduct a raffle at River Oaks Golf Course
(11099 Hwy 61 Cottage Grove) on June 18, 2024, from 12:00 PM to 7:00 PM.
H Quantum Sports LLC - On-Sale Liquor License
Staff Recommendation: Approve the issuance of a 3.2% On-Sale Malt Liquor License to Sreekanth Penmatsa,
Krishna Vasireddy, Kartheek Chandum, and Vijay Gadde operating as Quantum Sports LLC., at the location of
7900 West Douglas Road contingent upon the following: 1) Applicants shall obtain an occupancy permit
from the City of Cottage Grove as well as all other permits necessary from other agencies such as
Washington County, Minnesota Department of Health, etc. 2) State Restaurant License: Issuance of a
restaurant license by the State of Minnesota. 3) San Jose Police Department Response: Receipt of a
response from the San Jose Police Department regarding Vijay Gadde's background check with no
information that could prelude the applicant from receiving a 3.2% On-Sale license. Following the fulfillment
of these conditions, it is recommended full approval of the On-Sale 3.2% Malt Liquor License for Quantum
Sports LLC.
I Rental License Approvals
Staff Recommendation: Approve the issuance of rental licenses to the properties in the attached table.
J Accept 1st Quarter Donations
Staff Recommendation: Accept 1st Quarter Donations by Resolution 2024-079
K Labor Negotiations Professional Services Agreement
Staff Recommendation: Approve the attached professional services agreement and authorize the City to
expend approximately $30,000 on the legal services of Barna, Guzy & Steffen for the purposes of 2025 labor
contract negotiations.
L Ebert Final Payment - Glacial Valley Park Building
Staff Recommendation: Authorize resolution 2024-066 approving final payment to Ebert Construction in the
amount of $23,464.68 for the Glacial Valley Park Building Project.
M Wildcat Final Payment - Glacial Valley Park Building
Staff Recommendation: Authorize resolution 2024-067 approving final payment to Wild Cat Cleaning Service,
LLC in the amount of $318.95 for the Glacial Valley Park Building Project.
N Zoning and Sign Code Amendments
Staff Recommendation: 1) Adopt Ordinance No. 1081 amending Title 11, Zoning Regulations, subject to
minor modifications by the City Attorney. 2) Adopt Ordinance No. 1082 repealing section 11-3-14, Signs, and
replace with the enactment of Title 12 Sign Code, subject to minor modifications by the City Attorney.
O Rural Surface Transportation Grant Application County Road 19A & 100th Street
Staff Recommendation: Adopt resolution 2024-068 supporting the City’s Rural Surface Transportation Grant
application for the County Road 19A & 100th Street Realignment Project.
P Hydro-Klean LLC for 2023 Televising and Cleaning Associated with the 2024 Pavement
Management Project - Final Payment
Staff Recommendation: Adopt Resolution 2024-076 approving the final payment in the amount of
$70,870.00 to Hydro-Klean, LLC for the 2023 Televising and Cleaning Project associated with the 2024
Pavement Management Project for a total project amount of $115,016.09.
3
Q Innsdale Water Tower Change Order
Staff Recommendation: Approve the change order on the Innsdale Water Tower Warranty Contract in the
amount of $79,475.00 for the removal of staining, repairs to corrosion, and repairs to icing damage on the
interior of the tank.
R TH 61 River Oaks RCUT – Approve Plans and Specifications and Authorize Bidding
Staff Recommendation: Adopt Resolution 2024-077 approving the plans and specifications and authorizing
bidding after MnDOT approval for the TH 61 River Oaks RCUT.
S Yard Waste Facility Agreement
Staff Recommendation: Approve the First Amendment to the Yard Waste Facility Agreement with Rumpca
Companies, Inc.
T Title VI Policy
Staff Recommendation: Adopt Resolution 2024-070 implementing the Title VI policy.
U Mississippi Landing - Addendum Phase I Cultural Resources Survey
Staff Recommendation: Adopt Resolution 2024-075 incorporating the Addendum into the EAW for the
Mississippi Landing project and the Addendum’s findings and recommendations are hereby accepted.
V Mississippi Landing 1st Addition – Final Plat, Development Agreement, and Plans & Specs
Staff Recommendation: 1) Adopt Resolution 2024-073 approving the Mississippi Landing 1st Addition final
plat, which is an approximate 52-acre residential development with 110 single family lots. 2) Approve the
Mississippi Landing Development Agreement with Rachel Development, Inc. and authorize execution of all
easements, deeds, and agreements required for the plat and project. 3) Adopt Resolution 2024-074
approving the Mississippi Landing 1st Addition Development Plans dated March 20, 2024, prepared by
Alliant Engineering, and as modified by request of the City Engineer.
8 Approve Disbursements
A Approve Disbursements
9 Public Hearings
10 Bid Awards
A Utility/Engineering Building & Low Zone Water Treatment Plant Fiber Optic Cable Project
– Bid Award
Staff Recommendation: Adopt resolution 2024-069 awarding the Utility/Engineering Building and Low Zone
Treatment Plant Fiber Optic Cable Project to Castrejon Incorporated in the amount of $200,671.20.
11 Regular Agenda
A ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site Plan Review
Staff Recommendation: 1) Adopt Resolution 2024-071 approving the Preliminary and Final Plat to be called
SWCSD Transportation Facility in order to combine the lot located at 8585 West Point Douglas Road South
and the lot located at 8587 West Point Douglas Road South into one platted lot. 2) Adopt Resolution 2024-
072 to approve the Site Plan Review to install one new 20,000 gallon above ground fuel tank and associated
pump(s).
12 Council Comments and Requests
13 Workshops - Open to Public
A Intermediate Zone Water Treatment Plant Update
Staff Recommendation: Receive information on the Intermediate Zone Water Treatment Plant.
B Budget Workshop
Staff Recommendation: City Council discussion and direction regarding the 2025 Budget.
14 Workshops - Closed to Public
15 Adjournment
4
1
City Council Action Request
6.A.
Meeting Date 5/1/2024
Department Public Safety
Agenda Category Presentation
Title Presentation - Accacia Lodge Donation
Staff Recommendation Accept and approve the donation of six Fire Suppression tools from
the Accacia Masonic Lodge No. 51.
Budget Implication
Attachments 1. Memo - Accacia Lodge 51 Donation
To:Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From:Peter J Koerner, Director of Public Safety
Date:April 25, 2024
Subject: ACCACIA MASONIC LODGE NO. 51 DONATION AND PRESENTATION
Introduction
Accacia Masonic Lodge is donated 6 life-saving fire suppression devices to the
Cottage Grove Police Department. These devices fit in the trunk of squad cars or other first
responder vehicles. They can dramatically reduce fire and water damage in enclosures like
houses, garages, stores, or sheds. They are lightweight and easy to deploy just “pull the pin
and throw it in,” Within 35 seconds, the fire is suppressed, and the temperature inside the
enclosure drops over 1000 degrees, making it a safer environment to extract trapped
firefighters or citizens.
These devices will help save lives, and Accacia Masonic Lodge is proud to donate these to
help make our community a safer place. The goal is to equip all police squads in Cottage
Grove in the future.
Public Safety and members of the Accacia Masonic Lodge No. 51 will provide a brief
presentation on the mission of the Masonic Lodge and the purpose of the donation.
Recommendation
Accept and approve the donation of six Fire Suppression tools from the Accacia Masonic
Lodge No. 51.
1
City Council Action Request
6.B.
Meeting Date 5/1/2024
Department Communications
Agenda Category Presentation
Title Proclamation - Mental Health Awareness Month
Staff Recommendation Proclaim May 2024 Mental Health Awareness Month.
Budget Implication N/A
Attachments 1. May 2024 Mental Health Awareness Month Proclamation
PROCLAMATION
May 2024: Mental Health Awareness Month
WHEREAS: Mental health includes our emotional, psychological, and social well-being and
affects how we think, feel, and act; and
WHEREAS: All Americans experience times of difficulty and stress in their lives; and
WHEREAS: We recognize that mental health challenges can affect anyone, regardless of age,
gender, background, or circumstance; and
WHEREAS: Mental health awareness is critical to the well-being of our families,
communities, schools, and businesses; and
WHEREAS: It is important for us to support friends, family, and community members facing
mental health challenges, showing them they are not alone; and
WHEREAS: Promoting understanding, raising awareness, and reducing stigma around
mental health are key to fostering a supportive community; and
WHEREAS: There are steps we can all take to improve our mental health, and with early and
effective treatment, people with mental illnesses can recover; and
WHEREAS: Each business, school, government agency, healthcare provider, organization,
and human shares the burden of mental health problems and has a
responsibility to promote mental wellness and support prevention efforts.
NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of
Washington, State of Minnesota, hereby proclaim the month of May 2024 to be
designated as Mental Health Awareness Month.
Passed this Wednesday, the 1st day of May 2024.
_____________________________________
Myron Bailey
Mayor
1
City Council Action Request
6.C.
Meeting Date 5/1/2024
Department Public Safety
Agenda Category Action Item
Title Proclamation - EMS Week
Staff Recommendation Designate the week of May 19-25, 2024 as Emergency Medical
Services Week.
Budget Implication N/A
Attachments 1. EMS Week Proclamation 2024 April 25 2024
PROCLAMATION
Designate the week of May 19-25, 2024 as Emergency Medical
Services Week
WHEREAS, emergency medical services is a vital public service; and
WHEREAS, the members of emergency medical services teams are ready to provide life-saving
care to those in need 24 hours a day, seven days a week; and
WHEREAS, access to quality emergency care dramatically improves the survival and recovery
rate of those who experience sudden illness or injury; and
WHEREAS, emergency medical services has grown to fill a gap by providing important, out of
hospital care, including preventative medicine, follow-up care, and access to telemedicine; and
WHEREAS, the emergency medical services system consists of first responders, emergency
medical technicians, paramedics, emergency medical dispatchers, firefighters, police officers, educators,
administrators, pre-hospital nurses, emergency nurses, emergency physicians, trained members of the
public, and other out of hospital medical care providers; and
WHEREAS, the members of emergency medical services teams, whether career or volunteer,
engage in thousands of hours of specialized training and continuing education to enhance their life-
saving skills; and
WHEREAS, it is appropriate to recognize the value and the accomplishments of emergency
medical services providers by designating Emergency Medical Services Week;
NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of
Washington, State of Minnesota, hereby proclaim the week of May 19-25, 2024, as Emergency Medical
Services Week in the City of Cottage Grove, with this being the 50th Anniversary of EMS Week and the
theme, EMS Week: Honoring Our Past. Forging Our Future.
Passed this first day of May, 2024.
_____________________________________
Myron Bailey
Mayor
1
City Council Action Request
6.D.
Meeting Date 5/1/2024
Department Public Safety
Agenda Category Action Item
Title Proclamation - Police Officer Memorial Day 2024
Staff Recommendation Proclaim National Police Week May 12, through May 18, 2024, and
Peace officers Memorial Day May 15, 2024.
Budget Implication
Attachments 1. Police Officer Memorial Day 2024 Proclamation April 25 2024
PROCLAMATION
PROCLAIMING NATIONAL POLICE WEEK MAY 12, THROUGH MAY 18, 2024
AND
PEACE OFFICERS MEMORIAL DAY MAY 15, 2024
WHEREAS, there are over approximately 900,000 law enforcement officers serving in communities across the
United States, including the dedicated members of the Cottage Grove Police Department; and
WHEREAS, some 60,000 assaults against law enforcement officers are reported each year, resulting in over
16,000 injuries; and
WHEREAS, since the first recorded death in 1791, over 25,000 law enforcement officers in the United States
have made the ultimate sacrifice and been killed in the line of duty; and
WHEREAS, the names of these dedicated public servants are engraved on the walls of the National Law
Enforcement Officers Memorial in Washington, D.C.; and
WHEREAS, this year one police officer’s name from Minnesota will be added to the National Law Enforcement
Officers Memorial from 2023. In addition to the national number of 282 officers who died in 2023; and
WHEREAS, the service and sacrifice of all officers killed in the line of duty will be honored during the National
Police Law Enforcement Officers Memorial Fund 36th Annual Candlelight Vigil, in Washington D.C., on the evening of
Monday, May 13, 2024; and
WHEREAS, we are honoring the two Minnesota officers that have already died in the line of duty this year; and
WHEREAS, May 15th is designated as Peace Officers Memorial Day, in honor of all fallen and their families; and
WHEREAS, the first recognition of Police Week and Peace Officers Memorial Day was signed by President John F.
Kennedy in 1961. It was resolved in Congress that May 15th be designated Police Officers Memorial Day and the week in
which falls designated as Police Week. The purpose of Peace Officers Memorial Day is to honor the police officers at all
levels of government who have been killed or disabled in the line of duty. Staff from Cottage Grove’s Police Department
will attend the Peace Officers Memorial service held at the Minnesota Peace Officers Memorial in St. Paul, MN on
Wednesday, May 15th, 2024, as well as attending the Law Enforcement Memorial Day service at the Historic Courthouse
in Stillwater, MN;
NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of Washington, State of
Minnesota, hereby proclaim the week of May 12-18, 2024, as National Police Week, and Wednesday, May 15, 2024, as
Peace Officers Memorial Day in the City of Cottage Grove, and urge Cottage Grove residents and civic organizations to
salute our dedicated law enforcement officers in our community and in communities across the nation.
Passed this first day of May, 2024.
______________________________
Myron Bailey, Mayor
1
City Council Action Request
6.E.
Meeting Date 5/1/2024
Department Public Works
Agenda Category Presentation
Title Presentation - Public Works Spring Cleanup Event
Staff Recommendation Receive a presentation on the Public Works Spring Cleanup
Event.
Budget Implication N/A
Attachments 1. Spring Cleanup Day
Location
Cottage Grove
Public Works Garage
8635 W Point Douglas Road
Household Goods by Item
Air Conditioner
Chair
Commercial or RV Appliances
Couch
Dehumidifier
Dishwasher
Dryer
Exercise Equipment
Freezer
Grill
Hot Water Heater
Mattress or Box Spring (all sizes except crib)
Mattress (crib)
Push Lawn Mower
Riding Lawn Mower
Refrigerator (no gas ammonia)
Snow Blower
Stove/Oven
Washer
Water Softener
............................................................ $10
............................................................................... $5
........................ $100 and up
........................................................................... $10
................................................................ $10
.................................................................. $10
............................................................................ $10
..................................................... $10
......................................................................... $10
.............................................................................. $10
........................................................ $10
.............. $20
............................................................. $10
........................................................ $10
..................................................... $20
.................................. $10
................................................................ $15
.................................................................. $10
......................................................................... $10
............................................................ $10
...................... FREE
...................................................... FREE
..................... FREE
...................................................................... FREE
.......................................... FREE
................................................ FREE
................................................................. FREE
....................................................... $3
............................................................ $10
.................................................................. $30
.............................................................. $70-150
................................................................ $20-50
....................................... $50-130
................................................ $30-70
...................................................................... $5/piece
...................................................................... $8/piece
......................................... $10/piece
Electronics
Computers, Monitors and Accessories
Microwave Ovens
Phones, Cell phones and Fax Machines
Printers
TVs, DVD and VCR Players
Document Shredding
In order to serve as many people as possible, no more
than 15 boxes per customer will be accepted. Shredding
capacity may be reached before the end of the event.
Hazardous Items
We no longer accept household hazardous materials at
this event. The Washington County Environmental Center
is open year-round for hazardous waste drop off. See
reverse side for their location and hours of operation.
Tires and Batteries
Car Battery
Car/Light Truck Tire
Semi Truck Tire
Tractor Tire
Miscellaneous Material By Load
Box Truck
Car Trunk
Pickup Truck (level load)
Station Wagon/SUV
Proportional rates may be applied to partial loads and overloaded trucks
Treated Lumber
2x4
4x4
6x6/6x8/Railroad Tie
Got junk? Public Works will be hosting their annual
Spring Cleanup Day! Please pay with cash or check
only. Make checks payable to City of Cottage Grove.
Spring Cleanup Day
Saturday, May 4, 2024, 7 a.m. – 3 p.m.
Questions?
Drop-off Items
CottageGroveMN.gov/541/Spring-Cleanup-Event
651-458-2808
CGPublicWorks@CottageGroveMN.gov
61Jamaica Ave.W.
P
o
int Douglas Rd. S.
96th St. S.Irvin Ave.I-4
9
4
N
Note
traffic flow.
Location
Washington County Environmental Center
4039 Cottage Grove Drive, Woodbury, MN 55129
Hours of Operation
Tuesday .................................
Thursday ...............................
Friday ....................................
Saturday ................................
Closed on major holidays.
11 a.m. – 7 p.m.
8 a.m. – 4:30 p.m.
8 a.m. – 4:30 p.m.
8 a.m. – 2 p.m.Open to residents of Washington, Anoka, Carver, Chisago, Dakota,
Hennepin, Ramsey and Scott counties. Proof of county residency,
such as a driver’s license, is required.
Do you have hazardous materials, electronics or recyclables to get rid of? You
can bring them to Washington County’s Environmental Center in Woodbury.
Environmental Center
For more information visit: co.washington.mn.us/envirocenter or call: 651-275-7475
1
City Council Action Request
6.F.
Meeting Date 5/1/2024
Department Communications
Agenda Category Presentation
Title Proclamation - Asian American & Pacific Islander Heritage Month
Staff Recommendation Proclaim the month of May 2024 as Asian American and Pacific
Islander Heritage Month.
Budget Implication N/A
Attachments 1. May 2024 Asian American and Pacific Islander Heritage Month
PROCLAMATION
May 2024: Asian American and Pacific Islander Heritage Month
WHEREAS: Asian American and Pacific Islander Heritage was first celebrated in the United
States in 1978 and was made into a month-long event in 1992; during Asian
American and Pacific Islander Heritage Month, our community recognizes the
innumerable contributions, vibrant cultures, and rich heritage of Asian
Americans and Pacific Islanders; and
WHEREAS: The Asian American and Pacific Islander community represents a wide tapestry
of languages, ethnicities, and cultural traditions, contributing to the social,
economic, and political fabric of the nation; and
WHEREAS: The celebration of this month provides an opportunity to reflect on the collective
resilience and achievements of the Asian American and Pacific Islander
communities; and
WHEREAS: We acknowledge Asian Americans and Pacific Islanders have thrived and worked
in Cottage Grove for generations, and that Asian Americans represent the largest
minority group in the city, and that Pacific Islanders represent a small but strong
portion that illustrates the city’s welcome diversity.
NOW, THEREFORE, the Mayor and City Council of the City of Cottage Grove, County of
Washington, State of Minnesota, hereby proclaim the month of May 2024 to be
designated as Asian American and Pacific Islander Heritage Month.
Passed this Wednesday, the 1st day of May 2024.
_____________________________________
Myron Bailey
Mayor
1
City Council Action Request
7.A.
Meeting Date 5/1/2024
Department Administration
Agenda Category Action Item
Title City Council Regular Meeting Minutes (4-3-2024)
Staff Recommendation Approve the April 3, 2024 Regular Meeting Minutes.
Budget Implication N/A
Attachments 1. 2024-04-03 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
MINUTES
COTTAGE GROVE CITY COUNCIL April 3, 2024
COUNCIL CHAMBER
12800 RAVINE PARKWAY SOUTH
COTTAGE GROVE, MN 55016
REGULAR MEETING - 7:00 P.M
COUNCIL CHAMBER
1. CALL TO ORDER
The City Council of the City of Cottage Grove, Washington County, Minnesota, held a
regular meeting on April 3, 2024, at Cottage Grove City Hall, 12800 Ravine
Parkway. Mayor Bailey called the meeting to order at 7:00 p.m.
2. PLEDGE OF ALLEGIANCE
The audience, staff, and City Council Members stood and recited the Pledge of
Allegiance.
3. ROLL CALL
City Clerk Tammy Anderson called the roll: Mayor Bailey-Here; Council Member Garza-
Here; Council Member Khambata-Here; Council Member Olsen-Here; Council Member
Thiede-Here.
Also present: Jennifer Levitt, City Administrator; Tammy Anderson, City Clerk; Ryan
Burfeind, Public Works Director; Zac Dockter, Parks and Recreation Director; Korine
Land, City Attorney-LeVander, Gillen & Miller, PA; Brenda Malinowski, Finance Director;
Mike McCormick, Cottage Grove Police Sergeant; Brad Peterson, Police Captain;
Amanda Meyer, City Engineer; 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 the Open Forum.
5. ADOPTION OF AGENDA
Motion by Council Member Thiede to approve the agenda; second by Council Member
Khambata. Motion carried: 5-0.
6. PRESENTATIONS
City Council Meeting Minutes
April 3, 2024
Page 2
A. Beyond the Yellow Ribbon
Staff Recommendation: Receive the Beyond the Yellow Ribbon
presentation.
Ray Kane, President of the Beyond the Yellow Ribbon Board, stated I appreciate the
opportunity to be here to talk to you about the things we do at Beyond the Yellow
Ribbon of Cottage Grove. Beyond the Yellow Ribbon of Cottage Grove has changed to
Mississippi River Valley, and we’re still working on that connection, but we actually now
cover Cottage Grove, St. Paul Park, Newport, Hastings, and Grey Cloud Township.
Those are the areas that we help veterans and serve them, but not only veterans but
also their families and currently serving members of the National Guard, etc.
The Mayor, City Council Members, and City made a commitment to support veterans
and Beyond the Yellow Ribbon in 2011, so we’ve been with the City for quite a while.
Once again, we appreciate your commitment there. Incoming Requests: Incoming
requests come to us through our County Veteran Service Office, not only in Washington
County but also from Hennepin County, Ramsey County, and Dakota County. Those
requests will go to our partners, and our biggest thing is getting the vets the assistance
they need: MACV is housing assistance. We use a lot of the American Legions, and
we’re currently working very effectively with the Cottage Grove Lions and the VFW Red
Barn; they really help us out quite a bit with events and helping veterans. Our key role
here is to fill in the gaps for veterans, making sure we take care of them, and we use
our other networks to assist veterans. He introduced key partners in our community:
Patrick Nickle works overtime, does a lot with the community, but when it snows on a
weekend, he’s shoveling driveways or mowing lawns in the summer; Adele is helping us
with our community faith-based organizations; Matt helps us with all of our volunteer
work and getting that coordinated. Right now we put about $96,000 into this community,
using direct and indirect funds; once again, that’s using our community partners: Basic
Needs Food Market, MACV, the Red Barn, definitely the Cottage Grove Lions who help
us support our Christmas program every year. Two years ago, we had 158 veterans
and their families for Christmas, last year we had about 98. We’re also predicting this
year we’ll have more veterans and their families because of the deployments happening
in Cottage Grove, Hastings, and the surrounding area. Mental Health: Veterans struggle
with mental health issues, so we’re working on a S.A.V.E. program to have in the City of
Cottage Grove and the surrounding areas. S.A.V.E. is talking about suicide prevention
and being able to actually communicate and not just teach our veterans and their
supporters, but people in the community what S.A.V.E. training is about, how to talk to a
veteran who is thinking about suicide. So, we’re educating our partners, not only just
helping veterans in the area. We also use the program Unite Us to refer people back
and forth; if somebody comes to us and needs assistance, we don’t just say okay, we’re
going to take care of you, let’s move on. We make sure that we refer them to a food
shelf program in their area or mental health services. Some of our veterans need
financial counseling to make sure that they’re on the right track after we get done with
them and help them out. Our Supporters: There are 11 listed, and Stone Soup Food
Pantry is doing great in helping our veterans. Council Member Justin Olsen is a City
representative who helps us with Memorial Day and that’s very exciting. We’re going to
City Council Meeting Minutes
April 3, 2024
Page 3
be focusing on our Vietnam veterans this year. Volunteers: We’re always looking for
volunteers! I want to make sure you know, Mayor, and understand that we really
appreciate you putting a City Council member on our Board because we do not have
representation from several cities that we work with. We’re working on that, and Justin
is an amazing person and he does a great job for us. We have a Board President, which
is myself, Vice President is Patrick Nickle, Secretary is David Lutchen, Business Rep,
Public Services, and we’re looking for more volunteers. I’ll become the past Chair after
a few years here. Mary Dingle is our St. Paul Park representative, and we’re still looking
for representatives in Newport and Hastings. Social Media: We’re also working on the
website, but the biggest thing is to make sure that you go on our Facebook page and
like it; we’ll give some updates, but the key factor here is making sure that you call the
number, send us an email, and we’ll be able to assist you. If we can’t assist you here,
we will find avenues to make sure that we take care of our veterans. The biggest thing
is we won’t know a veteran in need unless somebody brings it up to us and talks to us
about it. That’s a key factor.
I also want to thank the City of Cottage Grove because of their efforts; because
you’ve allowed me to be on the Beyond the Yellow Ribbon organization, I’ve learned so
much about veterans that it gave me the opportunity to become a Department Service
Officer for the American Legion Department of Minnesota. So, now I get the opportunity
across the State of Minnesota to help veterans, which is great because I’m learning of
more programs to help our veterans in our City. If you have any questions, I’m here. I
appreciate it, and thank you for letting us come up and speak with you.
Mayor Bailey stated fantastic, thank you, Ray, and your supporters behind you there for
all the work that you do to support the veterans, both in our community and the
surrounding communities. I think that’s part of the challenge, in previously talking with
Council Member Olsen, is that there were other chapters that maybe weren’t doing as
well; your group came in and said we’ll kind of take it over. Your group is really
expanding upon the service area and adding other cities. If you are interested in being a
part of Beyond the Yellow Ribbon, you can obviously reach out to me, we can get you in
touch with Ray and the group, or Council Member Olsen for anybody in the public who’s
interested in supporting your group. Maybe that’s on the Board or some volunteer
opportunities on some of the projects that you’ve been doing, maybe a business that
might be able to support some of your projects to help our veterans and their families.
Council Member Olsen said first of all, I want to say thank you to Ray and the team,
Matt, Adele, Pat, and our newest member, who isn’t standing behind you but should be,
Captain Brad Petersen, who just came to our last meeting and is going to be serving as
our Public Safety liaison. The work that this group does for such a small group of people
is unbelievable. Having the privilege to be part of this team is something that I’m very
grateful for; I feel like everyone’s heart is in the right place, and they certainly are not
afraid to get their hands dirty when necessary to take care of our neediest.
Council Member Olsen told a story to give people an illustration of this team and
what they do: A couple years ago, we got a phone call early on a Sunday afternoon. It
was a resident who just happens to know that I’m part of Beyond the Yellow Ribbon and
also knew Pat was part of Beyond the Yellow Ribbon. He said, hey look, I’m over here
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April 3, 2024
Page 4
at Starbucks, and I’ve been coming here for the last few days, and there’s a guy here
who’s living in his car. And I started talking to the guy, I bought him a cup of coffee, and
it turns out he’s a veteran. Is there something you guys can do for this person? Yes,
there is. So, I immediately got in touch with Pat Nickle, who’s a sergeant on our Police
Department, who happened to be working the street. I think he was there in five minutes
in his squad, and he interacted with the individual, got him some gift cards for some
food, and got him in touch with Ray. Ray immediately went into action and got him
some lodging at the hotel and got him in touch with Basic Needs to get him some
clothing and some other things. Ray, I’ll let you fill in the blanks if I’ve left anything out,
but it wasn’t two hours and that person had a hot meal, a place to stay for several days,
he had gift cards for other things that he might need at Target or food, etc. All of that is
the generosity of our donors, whether it’s the Lions Club or Basic Needs or any of the
Beyond the Yellow Ribbon businesses, several of them are here in the City of Cottage
Grove. They make sure that we have what we need so that we can hop to it when we
have somebody like that who’s in need. It was a very special day, I think we all walked
away from that day feeling like this is what we’re doing this for, this is why this matters.
This person served our country, and they deserve better than what they’re living
conditions currently are, and it’s our responsibility and our mission to help people like
that. Boy, if that doesn’t tell the story about what we do, and the look on some of those
kids’ faces when we do the Christmas program and those kinds of things.
Maybe, Ray, can you tell everybody what MACV is? I know we know what that is, but
I don’t think everybody watching at home maybe knows what that is.
Ray stated MACV (Minnesota Assistance Council for Veterans) does housing for
veterans. So, they help veterans, and we’ve actually housed I think four veterans
currently, and we’re actually partners with one, with Hugo, but this year we reached out
to MACV, and they house our veterans. So, they pay their security deposit and their first
and last month’s rent if they were struggling with foreclosure or not being able to pay
rent. The American Legion has a Minnesota Veterans Assistance Fund Grant, and I
think we’ve paid four mortgages currently in the City and a couple in the other cities
right now.
Council Member Olsen stated Pat got involved with a veteran, who needed some
mortgage assistance a couple years ago, and got Brenda, our Finance Director,
involved. The things that we do for folks we do it because it’s the right thing to do, and
because they deserve it. And it’s not usually something that we talk a lot about, but Ray
is actually required by Statute to be here once a year to give us an update; that’s part of
the Charter so that’s why he’s here. Thank you guys so much for coming here tonight. I
think it really meant a lot.
Mayor Bailey stated thank you for all of your support, it’s fantastic.
B. Autism Acceptance Month Proclamation
Staff Recommendation: Proclaim the month of April 2024 as Autism
Awareness Month.
Mayor Bailey asked Council Member Olsen if he would like to read the proclamation.
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April 3, 2024
Page 5
Council Member Olsen replied yes, Mayor, I will, it means a lot to me that you let me
do this every year. As a parent of a son on the autism spectrum, Autism Awareness and
Acceptance Month is April every year, and it means an awful lot to me and my family.
So, having the opportunity to read this tonight is a blessing for us, thank you. Council
Member Olsen read aloud the Autism Acceptance Month Proclamation.
Motion by Council Member Olsen to proclaim the month of April 2024 as Autism
Acceptance Month; second by Council Member Khambata. Motion carried: 5-0.
C. National Volunteer Month Proclamation
Staff Recommendation: Proclaim the month of April 2024 to be designated
as National Volunteer Month.
Mayor Bailey stated Council Member Garza will read the National Volunteer Month
Proclamation.
Council Member Garza stated this is the National Volunteer Month Proclamation,
which is very important for our City. We appreciate all of the volunteers here. She then
read aloud the National Volunteer Month Proclamation.
Motion by Council Member Garza to proclaim the month of April 2024 to be designated
as National Volunteer Month; second by Council Member Thiede. Motion carried: 5-0.
7. CONSENT AGENDA
A. Approve the March 20, 2024 City Council Special Meeting Minutes.
B. Approve the March 20, 2024 City Council Regular Meeting Minutes.
C. Accept and place on file the minutes from the February 26, 2024 Planning
Commission meeting.
D. Approve the January 8, 2024 Public Services Commission Meeting
minutes.
E. Approve a Temporary Liquor License for the Cottage Grove Lions Club, to
be used on June 20-22, 2024 at Kingston Park (9195 75th Street South)
and Lamar Fields (7025 Lamar Avenue South) in conjunction with the
Strawberry Fest Celebration.
F. Approve a Temporary Liquor License for the St. Paul Park Lions Club, to
be used on June 21, 2024 and June 22, 2024 at Kingston Park (9195 75th
Street South) in conjunction with the Strawberry Fest Celebration.
G. Approve the issuance of rental licenses to the properties in the attached
table.
H. Receive information on the General Fund balance as of December 31,
2023.
I. Adopt Resolution 2024-051, approving Interfund Transfers.
J. Adopt Resolution 2024-053, approving the 2023 Ambulance Write-Offs.
K. Adopt Resolution 2024-052, 2023 Budget Revision.
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April 3, 2024
Page 6
L. Authorize Resolution 2024-054, approving final payment to Vinco, Inc. in
the amount of $78,902.37 for the Glacial Valley Park Building Project.
M. Authorize service agreement, subject to minor modifications by City
Attorney, with Front Row Systems for the installation of party lights at the
Cottage Grove Ice Arena for the amount of $29,704.25.
N. Authorize Public Works to advertise and sell surplus property on Cranky
Ape.
O. Approve the 2024 Grant Agreement for Municipal Recycling Grant
Distribution in the amount of $57,930.00.
P. Approve the 2024 EAB Trunk Injection Treatment Program Agreement
with Rainbow Treecare.
Q. Approve the Stormwater Management Facilities Agreement with Dodge
Nature Center.
R. Adopt Resolution 2024-056 supporting the City of Cottage Grove’s
retention of zoning and land use authority.
None of the Council Members wished to pull any items on the Consent Agenda for
further discussion and/or approval.
Motion by Council Member Thiede to approve the Consent Agenda; second by Council
Member Garza. Motion carried: 5-0.
8. APPROVE DISBURSEMENTS
A. Approve payments for the period of 3-15-2024 through 3-28-2024 in the
amount of $5,029,991.02.
Motion by Council Member Khambata to approve disbursements; second by Council
Member Olsen. Motion carried: 5-0.
9. PUBLIC HEARINGS - None.
10. BID AWARDS
A. 2024 Pavement Management Project
Staff Recommendation: Adopt Resolution 2024-055 awarding the bid for
the 2024 Pavement Management Project to OMG Midwest, Inc. dba
Minnesota Paving & Materials, in the total amount of $903,739.48.
Amanda Meyer, City Engineer, stated as mentioned, the 2024 Pavement Management
Project is before you with the Bid Award. We opened bids for this project about two
weeks ago, which is the Prestige Estates neighborhood. The Engineer’s Estimate was
$945,000; you can see on the screen before you we did receive five competitive bids,
with the low bidder being OMG Midwest, Inc., doing business as Minnesota Paving &
Materials, for a low bid of $903,739.48. They have, of course, done work in our
City Council Meeting Minutes
April 3, 2024
Page 7
community before and we have great experience with them. With that, there is a
recommendation before you, and I’ll stand for questions.
Mayor Bailey stated thank you, I know that was a concern with that neighborhood was
what the prices might come back, so I’m very happy that it’s below even what we had
thought it was going to be. So, that’s awesome. He asked Council if they had any
questions, but none were asked.
Motion by Council Member Olsen to Adopt Resolution 2024-055, awarding the bid for
the 2024 Pavement Management Project to OMG Midwest, Inc. DBA Minnesota Paving
& Materials, in the total amount of $903,739.48; second by Council Member Khambata.
Motion carried: 5-0.
11. REGULAR AGENDA
A. Tobacco Compliance Check Violation - Hy-Vee Gas Station
Staff Recommendation: 1) Allow the business representative an
opportunity to respond to the City Council regarding tobacco compliance
check violations occurring February 27, 2024. 2) If the representative
admits to the violation or fails to attend, it is recommended to impose the
scheduled penalty for the 2nd violation in a 24-month period of a $600
fine. 3) If a representative denies the violation, it is recommended to
schedule a contested-case hearing before an administrative law judge.
Mayor Bailey stated Sergeant Mike McCormick will speak on this item.
Sergeant McCormick stated tonight we’re going to talk about two compliance
violations from our most recent round. The first is the Tobacco Compliance Check
Violation. Our mission, just like you’ll find with alcohol, is that we always provide two
compliance checks every year, with both alcohol and tobacco; the only exception in the
last 20 years was due to COVID. We believe hiring, training, and supervising
responsible staff is essential to keeping businesses in compliance with State law and
City Ordinances in regulating the sale of tobacco. Background: On February 27, 2024,
our Police Department conducted tobacco compliance checks of Cottage Grove
businesses, anyone that essentially holds a license to sell tobacco. The one we’ll be
speaking about tonight is Hy-Vee Fast & Fresh, which some of you also known as the
Hy-Vee gas station. They failed this compliance check, and this is their second failure
within a year but in our 36 months. Procedure: Just for consistency, we do the same
thing for alcohol and for tobacco. Volunteer decoys are given the following instructions:
They arrive at the Police Department on a predetermined date and time in normal,
everyday clothing. They don’t change their appearance, they are to look as much like
their driver's license picture as is possible. Our goal isn’t to fool or trick anyone. Pictures
of their appearance are taken prior to conducting the checks, and those are saved in
case there are violations. Our volunteers are strictly instructed that if anyone asks their
age, they are to not lie and to give their actual age. They’re instructed under no
circumstance to lie about who they are or how old they are. They’re instructed to
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April 3, 2024
Page 8
provide a State ID Card or driver's license that has their true age and identity,
essentially that it’s them. This ID or driver's license is reviewed and photographed by
our compliance check officers prior to the compliance checks for the evening. A photo of
the ID and driver's license is taken and uploaded, and it’s in our case file. I believe
Council has those photos. We also give them money, and that money is photographed
to make sure that we can prove that it was actually that monetary note that was used for
the transaction. Just a little refresher: As of 2018, Minnesota driver's licenses, have
vertical and horizontal driver’s licenses. So, if they’re vertical, like you see on the left,
that signifies that they are under 21 years of age. Also, under the picture, you’ll see in
red bold block lettering, “Under 21,” and it will read “Until” and it gives their birthdate. If
the driver's license is horizontal, then they’re over 21 years of age. You’ll find when we
do the alcohol, that Wisconsin does the same thing. Tobacco Violation Facts: Our decoy
was an 18-year-old female, and she asked for Vuse Golden vape pod. The employee
did not ask for age, but asked for identification. The employee scanned the Identification
Card, and according to the officer’s report, it came back “Void Transaction,” which
would mean that they’re not of age. Employee looked at the identification, said it was
blurry, and then proceeded with completing the transaction. It was at this point that our
decoy went out and spoke with our compliance officers, advised of the sale, and the
officers then went in to speak with the clerk at the time. That employee was told she
would receive a citation for Selling Tobacco to a Person Under the Age of 21. The
officers also spoke with the Assistant Store Manager to make sure that they were aware
of the compliance violation.
Mayor Bailey asked if Council had any questions for Sergeant McCormick, but none
were asked. Mayor Bailey asked if somebody was here from Hy-Vee and there was.
Mayor Bailey asked if she wanted to speak at all, and she did. Mayor Bailey asked her
to just state her name and address for the record.
Sarah, the Assistant Manager of store operations at the Cottage Grove Hy-Vee.
First, I want to say that we took this violation very seriously. The employee that failed
this compliance check is no longer with the company. Moving forward, we will continue
to train our employees so they know how important it is to follow the steps we have in
place as a company when selling tobacco, lottery, and alcohol: They get the product,
they scan the UPC, and once they get that UPC in the computer, it’s going to prompt
them with scanning the back of an ID. Here, they scanned the ID, and like he said, that
void screen did come up. From there, they shouldn’t be backing out and overriding that
at all. If it doesn’t work, they do not sell the product, and they are to not sell the product
unless they have an ID. Obviously, the ID has to match the person that’s purchasing the
product. So, going forward, again, like I said, we’ll do better training to make sure this
does not happen again.
Mayor Bailey said okay, thank you.
Council Member Thiede asked just out of curiosity, how long has this employee been at
the store.
Sarah replied I do not have an answer for that, unfortunately.
Council Member Thiede stated I was just curious if they went through the training.
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April 3, 2024
Page 9
Sarah replied oh, absolutely. Our HR does all the training. We go through this once
they’re hired, and then we’ll continue to go through this as well, the training, to know
that they know the steps. We make it very clear when they’re hired and the importance
of scanning the ID.
Council Member Thiede stated so it sounds like your software does a good job of
bringing that up, but that employee, depending on what level of employee they were,
was able to actually bypass that and actually finished the sale.
Sarah stated yes, but moving forward, we’ll ensure that they do not bypass; that is
something that we will not allow.
Council Member Thiede asked is that something that you can do in the software
then? Because if the employee wasn’t actually able to finish the transaction, then they
just couldn’t have sold.
Sarah replied I’ve been in a couple of Hy-Vee stores, and that’s not something that
they’ve ever been able to do, but I can certainly ask the question.
Council Member Olsen stated first, let me express my similar concerns about your
software. That was a very unfortunate situation that that person was able to bypass the
stop sign, so to speak. I worked in convenience myself, and I was the manager of
support services responsible for alcohol and tobacco law compliance for Holiday Station
Stores for several years. And, so, I know how challenging it is, even when you train
people to control human behavior, but the software system can really be your friend. I
would highly recommend that you share with the store director or above that two
members of the City Council suggested you may want to take a look at your
programming and figure out a way to ensure that that can’t be overridden unless there’s
maybe a manager code or something along those lines; because that would prevent a
lot of your issues.
The second thing that I wanted to mention is this is the second violation in a
relatively short period of time. Do you have any thoughts as to why this has happened
now for a second time?
Sarah replied I cannot speak as to why this would be the second time. What I do
now is that moving forward will be better in training our employees. Like I said, I’m the
Assistant Manager of Store Operations at the store. We have multiple other equal
positions as me, and I’ll make it a point to go out to our gas station, go out to our liquor
store to keep checking in on them and keep training them because this is important. We
cannot continue to fail with these violations. So, I will make it my personal duty, along
with the other managers, to ensure they’re trained. And I will bring the concern with our
software to my director.
Council Member Olsen stated I know Council Member Khambata wants to say
something as well, but I just want to make sure you’re keenly aware a third violation
would be a really bad thing. So, you definitely want to take those seriously.
Sarah stated, yes, absolutely.
Council Member Khambata stated just to reiterate what Council Member Thiede and
Council Member Olsen said, from recent memory, I think the handful of violations, both
alcohol and tobacco, that have occurred recently were all scenarios where software
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April 3, 2024
Page 10
prompted the employee to stop and the employee overrode it. I know that’s frustrating
because that’s the human element, and that’s the hardest part to fix because software is
software, and computers are computers. So, I empathize with the position that you’re in,
but to be at a second violation in four months is concerning; because a third violation
comes with even stiffer consequences. So, I would just like to say that I hope that you
guys can implement a procedure or a software update that prevents the third violation
because we don’t take these things lightly, but we also don’t like to have to be the ones
to enforce it either; but it’s in the public health and safety to do so. From our staff side, if
there’s anything that our staff can help to train or to kind of maybe advise on where the
breakdown is so that we can help you prevent having a third instance of this. It kind of
breaks my heart when every time this comes up, it’s the employee was prompted to
stop and then had an easy workaround and proceeded anyway. That seems to be the
fact pattern here with these violations, so that’s my observation.
Council Member Garza stated I just want to go in a little bit more on the employee, they
actually overrode the message. My question is, what would be the reason that they
would override it; if they get a prompt that says that this person is under 21, what would
be any reason for them to have a reason to override it?
Sarah replied sometimes if there’s like a marking on the back of their ID, sometimes
it might prompt them that it didn’t go through, but usually that means scan it the second
time. Never do we want to override that red screen. Usually, that’s saying that they
scanned it wrong or they scanned the wrong UPC, something like that; or, it’s also
telling us that they’re not old enough or it could be a fake ID or it’s an expired ID. It kind
of tells us everything like that, so really, we shouldn’t be overriding that at all.
Council Member Garza stated so you said that you let the employee go now, but I
believe it was an older adult, 40s or 50s, to have overrode your system, I just wonder
what would be a reason.
Sarah stated that should never have happened, there’s no excuse whatsoever. But
that system is there to protect Hy-Vee and the customer. So, if the ID is expired, if it’s
fake, all the things like that.
Council Member Khambata asked does your system currently give them that prompt?
This is fake, this is expired, or does it just say stop and take a closer look.
Sarah replied yes, it just says stop, void.
Mayor Bailey asked Sergeant McCormick in Hy-Vee’s case, we did this compliance
check at the gas station; did we do a separate compliance inside the store or is it just
one. Sergeant McCormick replied yes, we did both.
Mayor Bailey asked so the one in the store they passed; Sergeant McCormick stated
that’s right. Mayor Bailey stated he was curious about that because I figured there
would be two, but I thought it would be important to acknowledge that unfortunately this
individual overrode this situation. It sounds like it was an individual issue, but I know that
we’d prefer to be celebrating all the other ones that did, including the other one inside
your store that passed. This is the only one out of all the locations that we did during
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April 3, 2024
Page 11
this round that did not pass. So, hopefully, we’ll not see you back here, but will see you
on the list next time where they both will pass.
Mayor Bailey asked Sarah if she had anything else to add; Sarah replied no, just thank
you for allowing me to speak on behalf of Hy-Vee. Again, we’ll do better training moving
forward.
Motion by Council Member Olsen to accept the recommendation from Public Safety to
impose the scheduled penalty for the second violation in a 36-month period, of a $600
fine for Hy-Vee Fast & Fresh; second by Council Member Thiede. Motion carried: 5-0.
B. Liquor Compliance Check Violation - Junction 70 Grill
Staff Recommendation: 1) Allow the business representative an
opportunity to respond to the City Council regarding liquor compliance
check violations occurring February 26, 2024. 2) Waive the scheduled
penalty for the 1st violation in a 24-month period of a $500 fine and the
one-day suspension since the staff participated in an educational program
conducted by members of the Cottage Grove Police Department.
Mayor Bailey stated Sergeant McCormick will speak on this item.
Sergeant McCormick stated we’re going to talk about the liquor compliance check
violation at Junction 70. This was on February 26, 2024, where we conducted the liquor
compliance checks of all the businesses in our City that hold licenses to sell liquor.
Junction 70, 6933 Pine Arbor Drive, failed that compliance check. Not only is this their
first violation in a 24-month lookback, but since 2018 they haven’t had any.
Just like tobacco compliance checks, we do two checks per year. This is Best
Practice, both with State law and regulating our City Ordinances. We appreciate the
effort businesses put forth to this important part of their operation, responsible alcohol
sales, our respected part of our business community and their efforts to help keep
alcohol out of the hands of youth are commendable. As you know, we strive for 100%
compliance, and quite often we use these for educational purposes on a first violation.
Procedure: Decoys arrive at the Police Department, dressed in normal clothing, they
don’t change their appearance. We take pictures of them prior to them going out in the
field with the officers, and they are instructed to not lie and to advise of their real age if
asked. They provide a State issued Identification Card or driver's license, a photo of
taken of that Identification Card or driver's license. They are provided with a monetary
note, which is photographed prior to going out in the field, and then upon return. As of
2018, vertical Minnesota driver's licenses indicate Under 21, horizontal is Over 21.
Under the picture are the words “Under 21” and it gives the birthday of when they would
be 21. I wanted to make sure that we added Wisconsin on this one as well because it
was a Wisconsin driver's license that was used to make this purchase. Again, you’ll see
the driver's license is vertical for Under 21, with red letters U21, and that lettering is not
on the horizontal driver's license. Violation Facts: This violation took place on February
26, 2024, at 4:50 p.m. There were three decoys that were used, they all walked in
together, two of them ordered water with the third one ordering a White Claw, which is
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April 3, 2024
Page 12
an alcoholic beverage. The server asked for identification, which was presented and
examined. The one thing that’s quite ironic here is the server was 20 years of age, and
the person that she asked was 20 years of age, and they had the exact same birthday;
yet, the decoy was still sold that alcohol. Once asked, the clerk admitted to serving the
decoy but stated she did not look at the identification closely. She was advised of the
citation, Serving Alcohol to a Minor, and the owner was also present. I know that myself
and Community Engagement Officer Pierre have met with the business owner on
separate occasions, initially at their request. I was advised that they’re not present here
tonight, but I can tell you that in that meeting with the owner, that employee was let go
the same day as the violation. They had also immediately asked, as they were familiar
with the ordinance, what they could do to rectify the situation. Without being told some
of the steps they could take, they immediately asked to have their entire staff trained.
The owner stated that if anyone chose not to attend that they wouldn’t be employed
there anymore. So, he obviously took it quite seriously. Junction 70 ended up doing two
training sessions to accommodate schedules, and he gave the training roster to us, and
all of their employees have since attended the alcohol training conducted by this
agency; that program was approved prior to doing so. Criminal Charges: This is a gross
misdemeanor charge, and they were issued a citation for a misdemeanor, under City
Code 3-12-13; as I stated before, what we try to do with businesses is use this as an
educational piece. Almost all of the time they’re cited under our City Ordinance, which is
a misdemeanor. We also let them know that that’s kind of their grace period for the next
one. This leads us to our recommendation.
Mayor Bailey stated before I even knew that this happened, I happened to be at
Junction 70 and the owner came up right away and shared with me how upset he was
about their violation. I’m very much aware that he is very vigilant in making sure that
everybody is properly trained. Similar to the last situation, liquor checks were done at all
businesses in Cottage Grove that sell liquor, and unfortunately for Junction 70, they
were the only ones that didn’t pass. So, kudos to the rest of the businesses.
Motion by Council Member Khambata to waive the scheduled penalty for the 1st
violation in a 24-month period of a $500 fine and the one-day suspension since the staff
participated in an educational program conducted by members of the Cottage Grove
Police Department; second by Council Member Thiede. Motion carried: 5-0.
12. COUNCIL COMMENTS AND REQUESTS
Council Member Olsen stated first of all, again I want to express my appreciation at the
Council passing the proclamation for April being Autism Awareness and Acceptance
Month. That is a very important proclamation for my family and I know many families
here in the City of Cottage Grove. It also happens to be Paraprofessional Appreciation
Day today, and the two of those things tie together in my mind because I know that
when my son went through the South Washington County Public School System, he
had several paraprofessionals who assisted him from when he was in pre-K and, in fact,
one of those paraprofessionals was Council Member Thiede’s wife, Cindy, all the way
City Council Meeting Minutes
April 3, 2024
Page 13
up until he graduated from Park High School. Paraprofessionals are truly angels here
on earth, as were the teachers and the therapists who worked with our son throughout
his educational career. So, I just wanted to take a minute today and acknowledge the
hard work that paraprofessionals do in our public school system. For those who don’t
know what a paraprofessional is, a paraprofessional is somebody who supports the
educators and the staff in the school system, whether it be actually in the classroom or
perhaps with students who need a little extra help transitioning from classroom to
classroom, passing periods in the high school, things of that nature. They also help
monitor goings on and behaviors in public spaces, like lunchrooms, theaters, etc. We
have lots of paraprofessionals in our public schools here in District 833 and across the
State who are kind of the unsung heroes of the school system. I know that if you talk to
a teacher, they will tell you that they would not be able to do the job that they do with the
number of kids that they have in their classroom without the support of
paraprofessionals like Cindy Thiede and others. So, for those who helped our family
and who help all of our District 833 families and families across Minnesota, I just wanted
to say thank you for everything that you do as paraprofessionals in our public schools.
Council Member Olsen stated Mayor, I also wanted to mention that you and I had a
really neat opportunity here last week, Thursday. We had the chance to attend for the
first time for you and I what’s known as a community Iftar, and that is a program where
they are breaking the fast for those who celebrate Ramadan, at the Eastern Twin Cities
Islamic Center over in Afton. Typically, they’ve had those on Wednesday nights, so of
course we’ve been in Council Meetings. But because they had it on a Thursday night,
we had the chance to go, along with Public Safety Director Koerner, Captain Petersen,
and Community Engagement Officer Ryan Pierre, and also had the opportunity to have
Sergeant Schoen with us. It was such a warm and inviting environment to go to. This
event has been put on now for 19 years running, and it’s a partnership between the
Eastern Twin Cities Islamic Center and the Minnesota Council of Churches. So, you had
people from all faith backgrounds who were at this event, some from the Jewish faith,
some from the Christian faith, and obviously some from the Muslim faith. It was a night
where we got some education, we had a presentation called Islam 101, basically, that
we got to listen to and about 45 minutes of Q & A, with some pretty hard questions
actually from the attendees. I just wanted to say thank you for the invitation from our
friends at the Eastern Twin Cities Islamic Center and the Minnesota Council of
Churches. It was a very enlightening night, full of hospitality and fellowship, and I was
very grateful for the opportunity to finally go. I also look forward to the opportunity to go
next year, hopefully.
Council Member Thiede said thank you, Justin, I’m sure Cindy will appreciate that
callout. I’d like to just mention that we’re getting closer and closer to Strawberry Fest in
June, and we are really looking for some volunteers actually to participate during
Strawberry Fest, to man the information booth, and do some other things. If you’d like
that kind of a short-term commitment as opposed to necessarily being on the
committee, we could certainly use the help. Our next meeting will be held on Monday,
April 15; we have those meetings at Carbone’s at 6:00 p.m., so come on down.
City Council Meeting Minutes
April 3, 2024
Page 14
Council Member Garza stated I’d like to mention that we have our movie lineup for our
Movies in the Park up at the Highlands Park Splash Pad; it’s on the Park and Rec’s
website and also on the Movies with Mo website or our social media. We have three
movies, I hope you all can make it, it’s going to be a lot of fun, a lot of free family fun
events going on, and food trucks; the food truck lineup is there as well, so we hope to
see everyone in our community and outside of our community there.
Mayor Bailey stated that is always a fun event. We’ll keep our fingers crossed there’s
no rain.
Mayor Bailey stated a couple quick things for the public: 1) We obviously did a
proclamation earlier this evening for the volunteers that make Cottage Grove a special
place. One of the things that we do as a City is we recognize all the various groups,
agencies, and organizations that make up the volunteer groups in the City of Cottage
Grove with a Volunteer Banquet. That Volunteer Banquet is actually next Thursday,
April 11, at 6:00 p.m., at the River Oaks Golf Course. We have so many volunteers
we’re almost capping out on how many people we can have at the golf course, which is
around 230. I was also very excited and honored to be able to reach out to who our
Volunteer Person of the Year is and also the Volunteer Group of the Year. So, it will be
neat to have them there and officially recognize them as the Volunteer Group of the
Year and the individual Volunteer Person of the Year. I’m keeping it a secret for now,
but they know. They were pretty excited when I gave them the call. It’s a fun thing I get
to do as Mayor. 2) Arbor Day: We do have an Arbor Day tree planting on Tuesday, April
23, at 1:00 p.m., at Sunnyhill Park. This is the opportunity for anybody in the public who
just wants to come and dig a couple holes and plant some trees and bushes, they’re
absolutely welcome to do that. I’m going to look both directions, do we still have trees
left for the giveaway? If you check out our City Facebook page, every year during Arbor
Day, you have to sign up for it, but we give away 100 trees total, one per person. As
somebody who in the past has had the opportunity to actually get one of those trees,
they are really nice. So, I just encourage the public if you want to add some shade and
some value to your home, please sign up and see if your name gets drawn for one of
the 100 trees that we’re going to be giving away. They’re not just little tiny trees, they’re
actually nice-sized trees. 3) Saturday, April 27, at 10:00 a.m., at Park High School, will
be the Chamber Community Showcase. I know the neighbor to the north is having theirs
this weekend, I believe, but our Chamber Showcase will be at the Park High School
Activity Center. It’s a great event, a lot of giveaways, some food, and events there. I
encourage everybody to stop in. City staff will be there, I’ll be there, and I’m sure some
of the Council Members will be there, too, so you can ask questions and we can share
what’s going on or happening here in Cottage Grove.
Mayor Bailey stated before we adjourn, we have a workshop this evening, which is open
to the public. It’s kind of finalizing the second part of our Zoning Code Amendments and
Sign Code Update. So, we’re going to go into the Training Rom to finish that up. We will
be adjourning this meeting from the Training Room. So, everybody have a great
evening. Thank you.
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April 3, 2024
Page 15
13. WORKSHOPS - OPEN TO PUBLIC - TRAINING ROOM
A. Zoning Code Amendments and Sign Code Update
Staff Recommendation: Provide direction on the specific items identified in
the proposed Zoning and Sign Code Amendments.
Mayor Bailey stated this will finish up on a previous workshop we had on the Zoning
Code Amendments and Sign Code Updates. Mike Mrosla, Senior Planner, will speak
about this tonight.
Planner Mrosla stated the first part of this workshop was held on February 21. One thing
that we decided after conversations with everyone here and other staff is we’ll maybe
remove the section on the smartboards. We dove into that a little bit further; us and the
School District were the only ones that were going to be doing the smartboards. So
there’s really no point to really get into that too much, and we decided to remove that
section of the Code at the time.
Another thing we brought up at the workshop was allowing for modifications to our
temporary signs. We talked about allowing standard three-folds, this one is a perfect
example, well done, and that the size is optional. So, allowing three-folds and on the
building and now allowing up to 4 physical yard signs; so, you can have standards, like
this here, or at most 4 yard signs, up to no larger than 6 square feet. This is 6 square
feet here, this one here is 4 square feet, and these little ones here are all the right size
in square feet. So, we’re proposing up to 4 of the little ones with a permit; one
temporary sign permit is issued per property at any given time. So, if you have a multi-
tenant property, only one tenant or the property owner can pull a permit at a given time.
We’re proposing 6 square feet, if you have 4 of them; the one in the picture is
approximately 2 square feet, and that’s at Cub. This way, too, if someone wants to do a
Strawberry Fest sign or another kind of seasonal event, it allows the property owner to
pull a permit to have that sign on the property, and that’s for commercial properties. For
residential properties, you’re allowed two per property, as we discussed last time. So,
we brought it back and revised it, and that’s what we came up with. Planner Mrosla
asked if Council had any concerns with the proposed language or the size.
Council Member Olsen stated Planner Mrosla mentioned a commercial property with
several tenants. Let’s say you have a commercial property with office space; I’ll use the
corner of 90th and Jamaica as an example, where we have several tenants. The
language allows for 4 different signs on that property, correct?
Planner Mrosla replied it will allow for 1 per tenant, up to 4 tenants, or the property
owner. For example, the tenants can pull one for 15 days, and each one will have to do
it, along with the property owner. They just can’t do it at the same time.
Council Member Olsen stated all right, so if the property owner pulls a permit, he or
she could theoretically have a sign for each of their tenants or 4 of their tenants at any
given time.
Planner Mrosla replied supposedly, you probably could.
Council Member Olsen stated I know that sometimes they’ll have signage, “This
Space for Lease,” and then they’ll have additional signage for the other tenants,
City Council Meeting Minutes
April 3, 2024
Page 16
advertising whatever it is that they do in that building. I just wanted to make sure I was
clear that at any given time, they could theoretically have 4 of those signs.
Planner Mrosla replied yes, for 15 business days. Generally, those will be more of
the tenants’ signs, though.
Mayor Bailey had two questions: 1) If somebody decides they want to do this, like
Applebee’s, are they able to do it online so there’s an online version for them to do a
permit, since we’re not charging them, we’re just asking them to do it. I’m just looking to
see how you can make it the easiest, and they don’t have to come to City Hall. Emily
Schmitz, Community Development Director, replied the application will be online, so
they just complete that and submit it. 2) Mayor Bailey said sometimes we see messages
about store closings, etc. What about the people who stand at the corner with the long
pole signs that say store liquidation or whatever; would that fall under the purview of the
4, or would they not be allowed to do that because it’s not on their property.
City Attorney Korine Land stated if they’re on a public sidewalk, it’s in the right-of-
way, that’s free space even though it’s in a public place. But if it’s on private property,
that’s a different thing; the owner would be able to trespass that if they have a sign or
are walking on their property.
Mayor Bailey stated he just wanted to make sure that that doesn’t truly fall into this.
Planner Mrosla said we had a user that was always doing that on the weekends, and as
long as they were standing upright it was okay, but once they were leaning up against
something or standing or doing something different on private property, it wasn’t
allowed.
Council Member Garza asked if they were advertising a vacant spot, it says no more
than 15 consecutive days. So, if they have a place that’s for rent for like three months,
are they only able to advertise it for 15 days?
Planner Mrosla replied the real estate sign is covered by a different section; so it’s
more temporary, short term. So, it will be allowed for a longer period of time.
Mayor Bailey stated when you go down to the Jamaica Square shopping center, I
noticed at the Basic Needs Food Pantry, they have the electrical coming out and its
winding down to the sign, which is lower. Does that meet our Code?
Planner Mrosla asked if that’s the electrical wire; Mayor Bailey replied yes, it’s the
conduit or whatever they’ve got coming out. I’m assuming it’s where maybe Edina
Realty used to put that, when they had their sign over there. Planner Mrosla stated we’ll
have to take a look at that one.
Council Member Khambata stated another temporary sign that I’ve seen that I don’t
think is exclusively cited here is like the waving flags. Does this address those?
Planner Mrosla said that’s a good question. They’re typically down for a while, so
that’s one of the areas that will be addressed. Taco Bell had them. They’re called
feather flags.
Council Member Khambata said that reminds me of like the flailing arm guy, that’s
what I think of when I see them.
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April 3, 2024
Page 17
Planner Mrosla stated those are not allowed. So, once we get done with the approval
process, those are activities that we’ll make property owners aware of, to make sure all
properties are updated with the new Code.
Council Member Garza asked so will you have a new business plan that we’re going to
bring to residents and to businesses so will you mail letters to the new property owners?
How will you let them know of those changes, detailed communication on exactly what
the changes are for both residential and businesses?
Director Schmitz replied we will have the CG Reports article, and that will be directed
mainly towards residents. We’re also going to utilize our webpage, to include those.
We’ll have a little bit more details and communication on exactly what the changes are
for both residents and businesses.
Council Member Olsen asked are we engaging with the Chamber on this as well?
Director Schmitz replied I have not engaged the Chamber, but that was something
that we could do.
Council Member Olsen stated I think that would be wise. Lori Levine of the Chamber
is on our Discover Cottage Grove Board, and she’s also responsible for all things with
the Chamber. I think she’d be happy to share this information with Chamber members
through her various communication portals. So, she’s probably somebody that we’d
want to engage with.
Mayor Bailey stated yes, and as you’re putting up the publications, if you could do that
online, I think you’ll get better compliance with people if there isn’t a fee attached, they
can do it online. I think simple is better, and I think we’ll see much better support if this
is communicated like that.
Council Member Garza asked are we going to give the opportunity to businesses or
residents to respond?
Director Schmitz replied I think that will be a part of our engagement, to give them a
heads up. Planner Mrosla added I think a good point, too, is we will work on the latest
update, this is complicated, just thinking of that task.
Mayor Bailey stated yes, that’s why I think the more you can tell people will help.
Planner Mrosla stated we’ll tell people so they know where to go, it’s right there, we’ll
work with Brian on that one, too; Public Works might be the most appropriate spot. He
stated this is a very similar community engagement, that’s what we did for the Zoning
Update and it worked very well.
Zoning: Planner Mrosla stated a lot of this has an administrative stamp where we’re
going to be doing a number of things: Part of this update is doing some formatting
correction; we’re adding some official definitions for clarification. We clarify the
standards for site plan review procedure requirements, adding churches that are
accepted in terms of land mass, update trash enclosure materials, etc. This is a lot of
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April 3, 2024
Page 18
administrative stuff that we’re just trying to clean up. One of our primary goals is to
make it clean. We’re also touching on some areas that needed some minor corrections.
We’re bringing back Historic Preservation Conditional Use Permit (HPCUP), and I’ll
have Assistant Planner Conner Jakes kind of walk through that, as he is working really
hard on this.
Assistant Planner Jakes stated before the 2022 Zoning Code Update, the Code did
have a HPCUP for historic properties. As part of the Zoning Code Update, staff really
thought that the underlying District standards would be enough to kind of provide the
parameters, saying that it’s for historic properties and its uses. However, in
implementing the Code, it became clear that we do need that. We’ve had multiple
meetings with historic property owners to kind of talk about potential uses that could be
on site, etc. It’s just nice to have a CUP just to be clear up front that this is what we
allow. So, the proposed HPCUP closely mirrors what the previous Code had, with a few
updates. The five major sections are to provide the definition section, it’s modern,
provides clarity, matches the allowed uses, and it’s just upfront with the list of historic
properties. It’s clear in terms of the definition; an example would be we would allow
restaurants in a HPCUP, but it has to be a sit-down restaurant with waiter or waitress, a
certain table size, not fast food. The procedure for the HPCUP follows, it’s a typical CUP
process for all conditional uses, with the caveat that the HP owner on their level will go
before the Planning Commission and Council. The ultimate finding states if the historic
characteristics of the property can’t be maintained unless that HPCUP is granted, it’s
kind of putting the onus on the property owner to say that we actually need this huge
sum to support our historic property. It’s something that we want to have that actually
serves a purpose. We recognize a lot of the historic properties are in residential
districts, so they won’t have uses that fit. The property structure must be on both the
National Register’s official list, meet the CUP performance standards, and then the old
HPCUP had this, too, but a minimum of a five-acre parcel and recognizing a lot of the
different residential districts. So, we’re kind of putting that minimum in to indicate and
impact adjacent properties. We updated, provide and allowed usefulness of the
HPCUP. This should be a use that if a historic property owner would come forward and
say I want an HPCUP and I want to have one of these approved uses, they need to
meet all the other findings and standards that are set forth. Really, the intent is to just
provide the clarity so when we meet with historic property owners, it’s clear that the City
supports that and these are standards on which to have that conversation.
Mayor Bailey stated I think I heard you say something earlier that there were a lot of
historic properties in residential areas. Eventually, once Langdon kind of develops or
changes, there’s a couple historic properties down there, like the old schoolhouse; they
would be able to utilize that for something other than just apartments or something
similar, is that accurate?
Associate Planner Jakes replied yes. Right now, that school isn’t listed as a historic
property, so they’d have to get it listed. Then they could come in and say they wanted to
use it as a meeting facility or something, and they could come in and get that CUP
permit for that District.
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April 3, 2024
Page 19
Mayor Bailey asked are we then going to try to work with or reach out to some of
these that we deem historic, like that schoolhouse?
Associate Planner Jakes replied it’s not currently listed, but they kind of have
everything in place to list it; all of the work has been done on that and it’s on the ACHP
priority list.
Mayor Bailey asked about the local versus the national differentiator.
Associate Planner Jakes replied basically they’re two totally different processes, but
they kind of overlap. So, the City is the local one to deem it as that for our City, basically
our own standards that we have. The national one follows the Secretary of the Interior
standards and the National Park Service. So, there are different standards that are
probably more thorough, you have to go through the whole nation, where the City is
obviously just for our City and we use the standards that we set forth.
Council Member Khambata asked do you predict that the five-acre minimum will be
problematic; a couple of use cases come to mind, not in our city, but Selma’s in Afton.
Pretty much every building in Afton is historic just by the sheer fact that they’re all 100
years old or more. But that’s a special case where that clearly used to be some sort of
residence and it’s not a sit-down restaurant, it’s a retail establishment; so, how do you
classify that? I’m just thinking if somebody were to come to us with a property on Lamar
Avenue, with a concept like that, how would we respond? Most likely, it wouldn’t be on
five acres, it might be a best case scenario from like a use case standpoint. Just
curious, as there’s another one, a mansion in Stillwater that’s a historic place that’s
used as an office building, and that’s not on five acres. So, there’s clearly historic
buildings that are no longer on five acres or more; you want to keep them historic, but
you need to find an economical use for them. How do we address that, especially with
Langdon Village? I don’t think there’s anything in Langdon Village that’s on five acres.
So, when those instances come up, how do we address those?
Associate Planner Jakes replied I should have mentioned, too, so the Code actually
says a minimum of five acres unless waived by Council. So, it provides that condition,
as long as you meet everything and can prove that it won’t have a negative effect to the
adjacent properties, then we would move through the process. That was kind of in our
thought process, too, because in a business store context, if we received that grant to
go through with that and like bring properties that are in Thompson-Grove or different
areas that are small lots. We recognize that there are 52 properties that aren’t five acres
after land division.
Council Member Garza stated Stillwater did that. There’s one in a residential
neighborhood and it was used as a Bed & Breakfast for many years before it was
converted into an office building. The City didn’t have a way to do that because as you
know, you can’t use the dual-use variant, that’s not a thing except for a historic property.
There is a historic property use variant, but you have to adopt an ordinance. If we find it
becomes an issue, that’s exactly what Stillwater did, it wasn’t an issue until somebody
brought it up, so they adopted a historic property use variant process. Because it’s a
residential neighborhood, a residential lot, and it was a very large building, so it makes
sense. If you have a quiet office use, and it wasn’t going to be detrimental to the
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April 3, 2024
Page 20
neighborhood, but it has to meet those criteria of the specific variant. So, it’s something
that we could do.
Associate Planner Jakes stated we of course feel that if there are other similar uses,
we would hopefully get this into a workshop to get your support.
Council Member Garza asked if we think we need a new ordinance. Mayor Bailey
replied no.
Planner Mrosla stated what we’re proposing is to allow for detached garages or
detached accessory structure garages in the front yard on properties that are located
adjacent to the Mississippi River. Previously, there were nine variances or approvals
granted to allow for garages or similar structures in the front yard of these properties.
What we’re proposing we actually found in the DNR shoreline; so, a lot of these that
have flags have authority because many times you cannot build an accessory structure
behind the principal structure. So, the Code language allows you to put it in front.
Instead of going through the process for a variance, we’re proposing to allow for it to be
in the front yard as long as it meets Zoning District standards and the front yard
setback. It has to match the materials of the principal structure, we want it to blend in
with the surrounding area with the house that’s on the property. The main reason we’re
doing this is there’s not a lot of these in the community, it’s just the ones that are
adjacent to the river. So, they actually have to have permission to get this and they have
to frontage within the MRCCA standards; there are many rules and regulations as to
why you cannot put it behind your principal structure, and this would streamline the
process if it was allowed to occur through the MRCCA process. We will check it and
make sure it matches the principal structure, and meets the setbacks for properties that
are on the river.
Council Member Khambata asked about multiple accessory structures. So, if they
already have a separate garage and they want to do a secondary structure, is there a
square-foot maximum that applies there, or how do we navigate that?
Planner Mrosla replied there were a couple that already had a garage; they could do
another accessory structure up to 1,000 square feet. So, if someone doesn’t have it,
and they want one here, they could do that up to 1,000 square feet.
Council Member Olsen stated we did this in River Acres a couple times; we gave
variances so this is just going to eliminate that process.
Planner Mrosla stated that’s correct. Right now, a lot of communities that have lakes
already have this, it’s a very similar Code to the DNR shoreline rules.
Mayor Bailey said you’re actually showing down here by the river; would that also
affect the homes that are above the bluff.
Planner Mrosla replied after considering this, we went one step further. With a
property facing the river, they’re limited. If you come over here, the rest of those are not
near the railroad. So, again, there are only approximately 23 lots that have actual river
frontage, so their back yard is the river. About the bluff, the DNR and MRCCA identified
the bluffs and they have a bluff setback standard. When we were doing our review, we
noticed 6 properties that have received a variance due to not being able to construct an
accessory structure or a detached garage due to the setbacks, so they were put in the
front yard. Do we want the same kind of standard, we’re already at 6, and the only
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April 3, 2024
Page 21
properties that will be impacted are the ones that are identified on the MRCCA bluffs
area. So, if this is tied to a neighborhood, this is Kingsborough, River Acres, and then
there’s a few over here, off of Grey Cloud. So, that’s the question; we kind of
streamlined the process and there were these 6 that we could find. Would we want the
support to do the same thing in that area, same standards as before: They have to
match the principal structure, up to 1,000 square feet, but you have to be impacted by a
bluff, and it would have to be in your back yard.
Council Member Olsen stated there are a couple in the coulee that have done that
already. Planner Mrosla confirmed there is one that is in the coulee.
Mayor Bailey stated I think it makes sense just to do it to make it easier. Every time
that somebody wants to do a variance, wants to put a garage or a structure in front of
their house and they’re in this area, did they still have to notify or do we have to notify?
Planner Mrosla stated we have to notify the surrounding property owners.
Mayor Bailey stated no, I mean do we have to notify the DNR or whatever in regards
to MRCCA.
Planner Mrosla replied no, if they’re coming in to do that and meet our standards, the
DNR wants to enforce the MRCCA ordinance. The DNR won’t be involved unless
there’s something really odd about it; generally, we’re responsible for enforcement.
Mayor Bailey stated many years ago, there was somebody who wanted to put a pool
above the bluff. The DNR was saying that we shouldn’t allow them to put the pool in,
and I think the pool was inground, and that was weird to me. I’m assuming that’s
because it would have been on the back of the structure that they would have been
notified.
City Administrator Jennifer Levitt stated it was that and I believe we were also
struggling to identify the actual contour in which the bluff depth was described, if we had
the appropriate setback. Mayor Bailey stated well, I know we allowed it because it
seemed weird, but I was just curious.
Planner Mrosla stated that’s a great point to ensure what is there; the MRCCA
Ordinance that we adopted a couple years ago has clear regulations on what a bluff is
now, how many feet back. You can view that on an app or our website, it will tell about
the setbacks.
Council Member Khambata stated so with the river setback or the bluff setback, it
would be a reasonable difficulty for a homeowner so they’d be granted a variance.
Mayor Bailey stated yes, so let’s not bother with that extra step. He asked if Council
was good with that change and they were.
Planner Mrosla stated after implementing the new Code in 2022, we noticed that some
of our impervious surface coverages were a little low; specifically, our R-3 District with
all of the new development that’s come in. We did an analysis, the impervious surface
coverage map for the Thompson-Grove neighborhood. We did a deep dive and had to
take a look at how people utilize their property; as you can see, most of them are in
conformance. When we come to the newer developments that have 55-foot or 60-foot
lots, that space gets taken up; that has been brought up with some recent
developments, so we’re proposing to increase those. In your packet we provided these
numbers, and we propose to increase them all.
City Council Meeting Minutes
April 3, 2024
Page 22
Since then, we had a conversation with our Engineering staff; he took our proposed
impervious surface coverages and compared it to our Surface Water Management Plan
(SWMP). Upon that review, we found that cannot change. So, we decided to keep this
Rural one, big lots, at 25%, same with PR-2, big lots. However, the one area that we did
have to reduce but still increase for all the requests that we’re getting is 40%; it went
down from 45% in the R-3 down to 40%, and this is with our SWMP. So, we’re making
sure everything works, that all the work that our Engineer has done on the stormwater,
that we’re in compliance with those. The rest of them we have no concerns with, these
here with our SWMP. So, going forward we’re going to move up these numbers in green
here, not the ones here.
Council Member Olsen asked Administrator Levitt with her engineering hat on, is that
due to the capacity of the holding pond?
Administrator Levitt replied no matter what impervious percentage you pick, you’re
still going to have to stay in compliance with the rate and water falloff. So, that’s why it’s
okay in the high density, with 65% coverage, because you’re still going to have to
maintain the rate control, and most likely it’s going to be an on-site pond or another
valve system. In all honesty, it doesn’t matter in regards to meeting that. I think the
challenge to this is a hardship; look at Trellis, for example, a high-density project on a
lot on which we want to create affordable housing. If you went strictly by impervious
surface, it would be prohibiting development. So, if we want affordable housing, we
want to be able to promote high density, we don’t need to be linked to an impervious
surface.
Council Member Khambata stated from a developer’s standpoint, increasing the
percentage of impervious surface raises the cost of that on-site ponding or capture,
right? He was told that’s correct. The instance that comes to mind is Menards, they
went with an underground system, but they elected to do that. If they want to increase
the impervious surface, then they’re electing to take on that additional cost.
Council Member Olsen stated but sometimes they see the cost-benefit ratio.
Council Member Khambata stated exactly, and we’re not imposing it on them if they
want to go that extra coverage, then they’re choosing to take that on themselves.
Planner Mrosla stated we also, as part of that conversation with Menards and current
builders, specifically Lennar and Pulte, they said that they’re comfortable with the 40%
and 45%. They were getting nervous when those figures were coming through at 35%,
with the driveway and patios, it’s right at that. So, this will be better.
Planner Mrosla stated the next one is kind of the same thing, with the R-4 Zoning
District; its kind of a catchall, it’s not our single family, it allows for mixed single family
plus others. Think of Calarosa, a mixed product, and that’s the intent of the R-4. It
usually backs up to destination roadways of more intense uses. However, when we
adopted this Code, we proposed 55 feet; since then, we’ve allowed 45 feet. So, we’re
proposing to reduce that to 45 for this District. We’ve had Graymont Village come in,
and we compared it to Settlers Bluff and Summer Landing as well. So, we’re just trying
to be consistent. The big thing is this one has a variety of housing types for different
incomes in this community. Again, we’ve seen a lot of demand for smaller lots instead of
townhomes in the market. So, we’re just proposing to reduce it. I don’t see it being
City Council Meeting Minutes
April 3, 2024
Page 23
much more than 45 with setbacks and everything else. We’re trying to capture a new,
different product type here.
Council Member Khambata asked do you see developers coming back to encroach
on the 45 feet and ask for variances to be 40 or 35, for like a twin home or something
where you didn’t have a five-yard setback? We’ve been talking about this for a long
time; there was a time when 70-foot lots were the minimum and they’ve continued to
gradually come down. I know that economics and the market is driving that, but at a
certain point are there any justifiable safety concerns, from a firefighting and fire safety
standpoint; where do we just finally say no, you can’t go any smaller? That’s maybe
something to keep in mind because I foresee somebody will come back and ask for an
even narrower lot with a new type of housing product in the future so that at least we
kind of have some tangible explanation for why we would or would not accept that. As
the lots get narrower and the setbacks get smaller, then there are additional engineering
considerations for fire suppression and fire safety that need to be considered.
Mayor Bailey stated what we do on that, interestingly enough when I think it was
Summers Landing, I went up to Ramsey to see how they built that one up there
because they wanted to bring it here. That was one of the things that we made sure is
that there had to be different fire suppression, and it was actually through the eaves, I
remember that.
Administrator Levitt stated there is a fire staff requirement that’s often in that wall
design, so that brings Code in line.
Mayor Bailey stated so that would fit in this, that would be one of the requirements,
the fire suppression ability. It blows my mind away, and maybe it is all really financial.
Council Member Khambata stated it’s consumer preference, too.
Council Member Olsen stated if you go to the West Coast, this is all you get if you’re
lucky. When Calarosa approached us initially, they were talking about a mother-in-law
apartment in addition to a single family house; so, would this still allow for that kind of
development or is it too small?
Administrator Levitt stated those were the generation access; the lot size probably
would not support that because of the setback and design.
Council Member Thiede stated there’s one thing I like to talk about in terms of fire
safety is when you talk about the houses and you could shake your neighbor’s hand
through the window, but most of those places had alleys or access for fire safety, etc.
The other thing to consider is with this, you could potentially have a trail that runs on the
back lot lines where they could potentially get out.
Council Member Olsen stated we’ve done that before where we had a Public Safety
access point, right?
Administrator Levitt stated the beautiful thing is we have a ladder truck that can
actually extend to the back yard, so we don’t necessarily have to get an apparatus in
the back yard to fight the fire; and we don’t need it at the firebreak or anything, so we’re
probably okay with it.
Planner Mrosla stated some developers have tried that, to put those breaks in, and they
have detached garages; there’s one off of Stagecoach in Bayport, so there are
opportunities for that.
City Council Meeting Minutes
April 3, 2024
Page 24
Mayor Bailey asked are those new? Director Schmitz stated she didn’t know all of
that, they might be a unique situation for an access.
Council Member Khambata stated there’s a townhouse product that implemented
that in Apple Valley where it’s like a row house on the front, so you have like front sod,
and then you have another building, and then all the garages are on the back side.
When you think of Woodward Ponds, they currently backed up the garage across a
drive.
Planner Mrosla stated the last one is more of a question: With the growth of our
Business Park, we’ve been approached by numerous users because we have a parcel
here to do a multifamily project, a workforce housing affordable project on that parcel.
However, MWF came before us previously, and when they run the numbers what
they’re running into is it’s a medium-density land use, and they can’t make the numbers
work for high density for making the project financially feasible. So, MWF requested 120
units, which is the maximum allowed under the medium density for what they were
proposing. However, they can’t get the possible number to work; so, an affordable
project is just as it is. So, they need some type of assistance in that way. One of the
ideas that were kind of looking at with the growth is potentially to help with their support,
right now we don’t have any users that are interested in this piece again. There was 160
units of workforce housing, so the idea would be with the SNA expanding, the medium
density here would probably be guided in the future as a park, some kind of transfer
from that density in this general area that already was programmed for it to one of those
parcels if a user comes forward. We currently have one that is interested in it, but they
need approximately 120 units to make it work. One of the questions we’re asking with
the growth of these industrial parks is they’re tasked with housing for staff; for example,
Woodbury had a couple on their Planning Commission. So, it’s the same thing, they
grew, and all the groups that work up there now in the community are looking right here.
Also, I’ll point out, too, is they’re guided medium density; you really can’t fit townhouses
on there due to the shape of them. That’s one thing I took a look at when I was
investigating further. I took these lots here and I put them on here, and it really doesn’t
work because that’s the actual roadway, so it makes it difficult. So, one idea we kind of
want to see if Council will support is if we increase the density on these parcels if we
have users that will build here.
Council Member Olsen stated I would say not, they can take the whole thing.
Planner Mrosla stated the roadway will go through here. Mayor Bailey stated so it’s split.
Planner Mrosla stated so Hadley will come in and will go out like this, and then 100th
will go like this.
Council Member Khambata asked when Hadley gets re-routed, are we going to do a
land swap with the existing Hadley where it meets 103rd, or what happens to that
roadway frontage? Does that get repurposed?
Planner Mrosla stated that will be rededicated in the future; we’ve had conversations
with the houses here, Capstone. Plus, there’s a roadway here, too, so the parcel is
actually a little smaller, it’s about 4 acres, 7 acres, so 14. So, there are a couple options
there as well. But of course affordable housing and the need in the area with the growth
City Council Meeting Minutes
April 3, 2024
Page 25
we’ve seen in the Business Park, we’ve been approached, and we’re just kind of
wondering how to do townhome plats with that.
Council Member Thiede asked about the height.
Planner Mrosla replied the height on the high end would be 55 feet, but it’s been
previously discussed with users and workshops here that we would want to see a
stepped product or something here to complement or reduce the height as you
approach the townhouses. That’s one thing that the user that’s currently looking at is
considering, as they’re losing the height as we get closer to the residence, but it will go
up in height as you go away. MWF had wanted four stories all the way around. So, that
is one thing this new user is contemplating is earning into the neighborhood with the
townhouses and setting up the height as you move away towards Norhart here, which is
five stories.
Council Member Khambata asked if we’re just talking about offsetting density, if you
look at the acreage that NorthPoint absorbs, even if that was low-density housing, we
have to be talking about 500 units, 600 units that could engulf it. Director Schmitz stated
where NorthPoint is built, that was always guided industrial.
Council Member Khambata stated okay, so that was never guided for any sort of
residential. Director Schmitz stated that’s correct.
Council Member Khambata stated okay, so, if they wanted, why don’t we take some
density offset from that, if it was always intended for industrial but it’s not.
Planner Mrosla stated part of this, too, if we were to go forward with this, we’re not
increasing our total density in the area; this is a tiny parcel to have 400 and some units
to develop. So, we’re just asking for some more options to develop that.
Council Member Olsen stated I’m personally having a hard time visualizing it. If
indeed there was somebody interested in it, would we get some preliminary drawings
that we could look at? Planner Mrosla replied yes, we would provide those.
Council Member Olsen stated I think Council Member Thiede raises a really good
point about the height and the differential. I just can’t picture it in my mind’s eye.
Council Member Khambata stated I think Council Member Thiede’s point, the height
is what’s limiting the total number of units.
Planner Mrosla stated yes, we would bring the report, it would be an affordable
project of some sort. I think we did a workshop when Norhart was in town here because
it was something similar. So, we’ll involve the Council with that.
Mayor Bailey asked so if you’re doing it and that’s what’s on those three quadrants,
what is that other quadrant there that’s orange that would be medium; will that make
sense to leave it that way?
Planner Mrosla replied right now, we plan to leave it that way if we take a look at it
because of the lot area, it’s actually pretty small. So, we’re kind of hoping that they can
continue their project into there. There’s also the potential for other applicants on that
land as well.
Administrator Levitt stated we have hired a consultant to give us a few sketch ideas
because the other problem is they also need to use stormwater for the road
improvement with NorthPoint. So, is there a way to partner with the development, put
stormwater on that parcel and make it affordable in regards to the lot. We hope to have
that sketch probably in the next month, and then that will tell us the liability, if any.
City Council Meeting Minutes
April 3, 2024
Page 26
Planner Mrosla stated that will also help this area, too, because that’s a really large
spot for some stormwater for a larger parcel.
Council Member Khambata stated so the last thought, if that bottom corner is 14
acres, would that be more suitable for some medium-density housing, and then you
could swap the high-density house, you could offset that to the north and east
quadrant?
Planner Mrosla stated that’s what we’re thinking. So, we want to wait until we get the
user’s plan, there could be an opportunity for townhouses on this one. This one here
there’s a concern with the size and the shape of it, it’s hard to fit townhouses on the
norther parcel, but definitely could on the southern lot here. We need to wait until we
have the guidance from of the Met. Council to discuss the potential for re-guiding that
site. More than likely, too, will be permissions on this parcel, as this was Summergate’s
Preserve at Prairie Dunes came through with about 106 units on the north section on
here. These parcels here, and they ended up walked away from it. Now we’re pretty
sure that Pulte is going to going to just do the same plan as Graymont, So, that feeds
into the process, too.
Council Member Olsen stated I’m open to it if I can see a drawing.
Council Member Khambata stated I think you identified that that area comes with
challenges, so there is going to need to be some math done and some considerations
given.
Council Member Olsen stated the stormwater idea is a good idea.
Council Member Khambata asked if you could find one end user for all three of those
parcels, you could take that top quadrant and push all the stormwater retention onto that
one parcel, park dedication, and then develop the other two, I think we really need to
have an end user in mind before we make any other decisions.
Planner Mrosla stated that’s what we want, too, we just want to make sure we have
this conversation here today. Then, we’ll bring this back before you and answer your
initial questions, and we’ll work to resolve the questions in the future, if, in fact, they
want to continue to pursue that parcel. The golf course is also going to be a park one
day, and probably NorthPoint will be involved, so there are many changes in that
general area as well.
Council Member Garza asked what is happening and zoned to the east? Council
Member Khambata stated nothing yet. Council Member Garza asked what do we have
in this location? Mayor Bailey replied that’s Norhart, the apartments. Council Member
Garza asked what is the items that are going on that lot? Mayor Bailey replied that will
be five-story apartments. Council Member Olsen replied theoretically.
Right now, we are talking to a lot of interested people about this parcel. Due to the
shape of it, it qualifies for funding due to the lot size and its proximity to the Industrial
Park.
Council Member Olsen stated a lot of those industrial users are screaming for help,
and right now some of them are even busing in people from East St. Paul, West St.
Paul, different places. So, they want that.
Council Member Garza stated to their point, is there any potential for a Park & Ride
in any of the office areas?
City Council Meeting Minutes
April 3, 2024
Page 27
Planner Mrosla replied I believe with the Park & Rides, I believe though we have had
a conversation for the addition of bus routes. I don’t think it’s quite there yet; we need a
serious conversation and a discussion on our part, but we’re getting close to having that
conversation for additional transportation in the area.
Planner Mrosla stated next up, we will bring this to the Planning Commission, the
Zoning Ordinance, on April 22, and hopefully on May 1, it will come before Council.
Mayor Bailey stated I like the changes; Council Member Olsen agreed.
14. WORKSHOPS - CLOSED TO PUBLIC - None.
15. ADJOURNMENT
Motion by Council Member Olsen, second by Council Member Thiede, to adjourn the
meeting at 8:56 p.m. Motion carried: 5-0.
Minutes prepared by Judy Graf and reviewed by Tamara Anderson, City Clerk.
1
City Council Action Request
7.B.
Meeting Date 5/1/2024
Department Administration
Agenda Category Action Item
Title City Council Special Meeting Minutes (4-17-2024)
Staff Recommendation Approve the April 17, 2024, Special Meeting Minutes.
Budget Implication N/A
Attachments 1. 2024-04-17 City Council Special Meeting (River Oaks)
MINUTES
COTTAGE GROVE CITY COUNCIL April 17, 2024
COUNCIL CHAMBER
12800 RAVINE PARKWAY SOUTH
SPECIAL MEETING (Open) – 5:00 P.M
River Oaks Golf Course
1. CALL TO ORDER
The City Council of the City of Cottage Grove, Washington County, Minnesota,
held a special meeting on April 17, 2024, at River Oaks Golf Course
(11099 Hwy 61 Cottage Grove, MN 55016). Mayor Bailey called the meeting to
order at 5:00 p.m.
2. Agenda
A. River Oaks Golf Course, Event Center and Eagles Bar and Grill Business Update
Welcome and Introductions
•Dennis Neitz opened the meeting with a statement on River Oaks' mission
statement:
o To create and maintain a venue where guests can enjoy themselves, have
a great meal, and create lasting memories. Both on and off the course,
River Oaks is committed to continuous improvement and providing an
exceptional guest experience for Cottage Grove residents and visitors in a
welcoming and professional environment.
2023 Year in Review
•Mr. Neitz highlighted the overall accomplishments of 2023:
o Achieved an operational profit of $245,000.
o Reinvested $43,000 into capital expenditures for River Oaks.
o Replaced the aging irrigation system (previously 30 years old).
o Introduced successful "Signature Events".
o Maintained a profitable restaurant and event center.
Local Option Sales Tax (LOST) Discussion
•Mr. Neitz presented on the long-term goals of LOST and its importance to the
community.
City Council Meeting Minutes
April 17, 2024
Page 2
•He explained how LOST funds would be used to improve parks, recreational
activities, and connect residents with nature.
•This aligns with River Oaks' vision to enhance its facilities, expand offerings as a
gathering destination, and attract a wider range of community members.
Potential Uses of LOST Revenue at River Oaks
•The following potential uses of LOST revenue at River Oaks were presented:
o Increased capacity event venue
o Dedicated space for outdoor events and gatherings
o High-quality pickleball courts
o New bocce ball courts
o Creation of a 5K walking/running path
o Development of fat tire biking trails
o Indoor multi-sport simulators
o Expansion of the putting green
Q&A
•Mr. Neitz addressed questions from the attendees regarding the proposed uses
of LOST revenue.
These minutes serve as a summary of the key points discussed during the meeting.
Minutes prepared by Tamara Anderson, City Clerk.
1
City Council Action Request
7.C.
Meeting Date 5/1/2024
Department Administration
Agenda Category Action Item
Title City Council Regular Meeting Minutes (4-17-2024)
Staff Recommendation Approve the April 17, 2024, Regular Meeting Minutes.
Budget Implication N/A
Attachments 1. 2024-04-17 City Council Regular 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
MINUTES
COTTAGE GROVE CITY COUNCIL April 17, 2024
COUNCIL CHAMBER
12800 RAVINE PARKWAY SOUTH
COTTAGE GROVE, MN 55016
REGULAR MEETING - 7:00 P.M
COUNCIL CHAMBER
1. CALL TO ORDER
The City Council of the City of Cottage Grove, Washington County, Minnesota, held a
regular meeting on April 17, 2024, at Cottage Grove City Hall, 12800 Ravine
Parkway. Mayor Bailey called the meeting to order at 7:00 p.m.
2. PLEDGE OF ALLEGIANCE
The audience, staff, and City Council Members stood and recited the Pledge of
Allegiance.
3. ROLL CALL
City Clerk Tammy Anderson called the roll: Mayor Bailey-Here; Council Member Garza-
Here; Council Member Khambata-Here; Council Member Olsen-Here; Council Member
Thiede-Here.
Also present: Jennifer Levitt, City Administrator; Tammy Anderson, City Clerk; Ryan
Burfeind, Public Works Director; Zac Dockter, Parks and Recreation Director; Conner
Jakes, Associate Planner; Pete Koerner, Public Safety Director; Korine Land, City
Attorney-LeVander, Gillen & Miller, PA; Brenda Malinowski, Finance Director; Amanda
Meyer, City Engineer; Emily Schmitz, Community Development Director.
4. OPEN FORUM
Mayor Bailey opened the Open Forum.
Bonnie Matter, 6649 Inskip Avenue South, spoke about Arbor Day. She had educational
information: Old growth forests provide numerous important benefits. They are highly
effective carbon syncs with the oldest and largest trees storing the most carbon. As the
leaves and other organic matter from these forests decompose, much of the stored
carbon is sequestered in the soil, rather than released into the atmosphere. Old growth
forests support high levels of biodiversity, providing unique habitats and resources for a
wide range of plant and animal species that cannot thrive in younger, more disturbed
City Council Meeting Minutes
April 17, 2024
Page 2
forests. The complex structure of old growth forests with large trees, fallen logs, and
multilayered canopies create diverse microclimate niches. These forests play crucial
roles in regulating local hydrology, improving soil quality and drainage, and breaking
down air pollutants. Their ecological services provide significant economic value to
nearby communities through tourism, recreational, and natural resource provisioning.
Many indigenous cultures have deep spiritual and cultural connections to old growth
forests, relying on them for traditional practices and sustainable use of resources.
However, old growth forests are increasingly rare globally due to natural disturbances
and human activities. Protecting the remaining old growth forests is crucial for
conserving biodiversity, mitigating climate change, and preserving important cultural
and ecological values.
During the City of Cottage Grove Arbor Day ceremony, please take the time to
remember that 2,536 trees that were destroyed as part of the Mississippi Dunes
development. The City is going to replace 106 boulevard trees at $47,571, or $449 a
piece. As part of the September 6, 2023 preliminary Development Agreement between
the City Council and Rachel Development, the City eliminated the tree preservation
requirement as a pod exception; 2,536 trees were cut down or ripped out of the ground.
What the City so willingly offered for destruction was priceless. Thank you.
As no one else wished to address the Council, Mayor Bailey closed the Open Forum.
5. ADOPTION OF AGENDA
Motion by Council Member Olsen to approve the agenda; second by Council Member
Thiede. Motion carried: 5-0.
6. PRESENTATIONS
A. 2024 Arbor Day Proclamation
Staff Recommendation: Proclaim Friday, April 26, 2024, as Arbor Day in
the City of Cottage Grove.
Ryan Burfeind, Public Works Director, stated like we do each year, we proclaim and
celebrate Arbor Day; it’s kind of like a welcoming to spring, though we didn’t have much
of a winter last year. This event is always something we have, with different events for
the public. I’ll talk through those, and at the end we’ll have the proclamation itself.
Arbor Day is nationally recognized, and it’s really all about forestation and bringing new
trees in, along with the trees that we have throughout our community. The first thing that
we do with planting new trees is a Parks Department initiative, the volunteer tree-
planting event. This year it will be at Sunnyhill Park, kind of on the north edge of town in
the Pine Crest development, on Tuesday, April 23, at 1:00 p.m. We always welcome
folks in the neighborhood to come join in on that tree-planting event that will happen that
day. We’re hoping for good weather. He showed a photo from last year, down in
Strawberry Fields Park.
City Council Meeting Minutes
April 17, 2024
Page 3
We also do an Arbor Day tree giveaway. This is a very popular thing we do every
year, and people can still sign up for it; the registration is on the City website and we
also had it on Facebook. I think it was also on the City newsletter with a QR code, so it
would bring you right to the registration. People just need to register by Wednesday,
April 24, 2024, at 8:00 a.m. to be entered into that drawing. We do a random drawing of
all the names for 100 bareroot trees, and they’re good, sizeable trees; sometimes the
bareroot trees are kind of small, but these are good trees. As of today, there were 500
people signed up, and we typically get around 1,000 people to sign up for that
giveaway. We’ll deliver those trees on Arbor Day, Friday, April 26, between 7:00 a.m.
and noon.
We also do buckthorn pickup; this is a little different initiative, but we’re really trying
to make our forests more healthy. If residents are removing buckthorn from their
property, they just need to call us by this Friday, April 19, and then we will put them on a
schedule to do that pickup. We’ll pick it up next week, the week of April 22. We just ask
that they put it out on their curb or in the boulevard area, out of the street, and we will
pick that up. To reduce buckthorn is the goal of that, so if you have any on your
property, big or small, we’ve had some larger properties where people do large cleanup
projects, and we’ll take all the buckthorn that you remove, no matter how much it is.
Director Burfeind stated next is the Arbor Day Proclamation.
Mayor Bailey asked Council Member Thiede to read the Arbor Day Proclamation, so
Council Member Thiede read aloud the Arbor Day Proclamation.
Mayor Bailey shared that today he received in the mail notification that Cottage Grove is
once again nominated as Tree City USA, which is kind of cool. It noted a variety of
different things that we do in our community to preserve trees and add trees and
manage the canopy, which obviously our Public Works team does with our forester.
One of the other things it says in here is, “If ever there was a time for trees, now is that
time. Communities worldwide are facing issues with air quality, water resource, personal
health and wellbeing, energy use, and extreme heat and flooding. Cottage Grove is
doing its part to address these challenges for residents, both now and in the future.” I
just thought that was kind of an interesting comment to be made, and there is a press
release that I’ll provide to the staff so that the press can see that we’re being nationally
recognized.
Motion by Council Member Garza to proclaim Friday, April 26, 2024, as Arbor Day in the
City of Cottage Grove; second by Council Member Khambata. Motion carried: 5-0.
7. CONSENT AGENDA
A. Accept and place on file the minutes from the February 13, 2024, meeting
of the Advisory Committee on Historic Preservation.
B. Authorize issuance of a Massage Therapist License to Nicole A.
Steenerson at the location of Whole Health Massage (8800 East Point
Douglas Road).
City Council Meeting Minutes
April 17, 2024
Page 4
C. Approve the issuance of rental licenses to the properties in the attached
table.
D. Approve Resolution 2024-058 awarding the 2024 Tree Planting Contract
to Hoffman and McNamara in the amount of $47,571 for the material and
labor to install 106 boulevard trees and authorize the service agreement
between Hoffman and McNamara and the City of Cottage Grove.
E. Adopt Resolution 2024-059 awarding the quote to White Cap to provide
49,500 pounds of Crafco 34535 Roadsaver at $.70 per pound for a total of
$34,650.
F. Authorize Public Works to advertise and sell banquet chairs on an auction
sale.
G. Adopt Resolution 2024-057 awarding the 2024 Sewer Cleaning Contract
to Hydro-Vac, Inc. in the amount of $71,653.41 for the material and labor
to clean sewer lines and authorize the service agreement between Hydro-
Vac, Inc. and the City of Cottage Grove.
H. Approve the settlement with Ford for Squad #2065 in the amount of
$37,950.03 and authorize the City Administrator or her designee to
execute all documents necessary to effectuate the settlement.
I. Approve 2nd Amendment to Water Tower Lease with AT&T at the
Innsdale Water Tower.
J. Authorize Resolution 2024-060 repealing and replacing Resolution 2024-
054 and issuing final payment to Vinco, Inc. in the amount of $7,513.59 for
the Glacial Valley Park Building Project.
K. Approve the Stipulation of Settlement for Parcel 4 by and between Bryan
Investments LLC and the City for the East Point Douglas Road and
Jamaica Avenue Reconstruction and Signal Project and authorize
payment of the balance of the settlement amount, $15,200.00.
L. Adopt Resolution 2024-062 approving the final payment in the amount of
$2,444.26 paid to Pember Companies, Inc. for the Goodview Avenue
Ravine Stabilization Project.
M. 1) Approve the Residential Smart Irrigation Controller Program
Cooperative Agreement with SWWD. 2) Approve expenditures from the
Water Utility Fund of up to $85,000 to supplement the SWWD contribution
of $15,000 for implementation of the 2024 Water Conservation Program.
3) Approve the work order from Water in Motion.
N. Adopt Resolution 2024-061 approving the modifications to the Cottage
Grove Municipal State Aid Street System.
O. Adopt Resolution 2024-065 authorizing Ryan Burfeind to sign all
necessary forms related to the Shoppes at Cottage View CPF Grant as
the Authorized Representative for the grant agreement process.
P. Approve the Permanent Drainage and Utility Easement at 7675 Hardwood
Avenue South.
Q. Authorize the Cottage Grove Police Department to apply for FY24 Law
Enforcement Mental Health & Wellness Act Program Grant.
City Council Meeting Minutes
April 17, 2024
Page 5
None of the Council Members wished to pull any items on the Consent Agenda for
further discussion and/or approval.
Motion by Council Member Khambata to approve the Consent Agenda; second by
Council Member Garza. Motion carried: 5-0.
8. APPROVE DISBURSEMENTS
A. Approve payments for the period of 3-29-2024 through 4-11-2024 in the
amount of $1,266,102.30.
Motion by Council Member Olsen to approve disbursements; second by Council
Member Thiede. Motion carried: 5-0.
9. PUBLIC HEARINGS - None.
10. BID AWARDS
A. Jamaica Avenue Mill and Overlay Project - Bid Award
Staff Recommendation: Adopt Resolution 2024-063 awarding the bid for
the Jamaica Avenue Mill and Overlay Project to Northwest Asphalt, Inc. in
the total amount of $1,446,878.71.
Amanda Meyer, City Engineer, stated this is the Jamaica Mill and Overlay Bid Award.
We opened bids on April 4; just as a reminder, this is the section of Jamaica Avenue
between 80th Street and 90th Street. You can see our Engineer’s Estimate was at
$1.5M, The low bidder was Northwest Asphalt, Inc. at $1,446,878.71. Northwest Asphalt
is a contractor that works pretty frequently in Cottage Grove, we have good experience
with them, and you can see with our Engineer’s Estimate they fell kind of right in the
middle of those bids, which is good to see.
Motion by Council Member Thiede to Adopt Resolution 2024-063, awarding the
Jamaica Avenue Mill and Overlay Project to Northwest Asphalt, Inc. in the total amount
of $1,446,878.71; second by Council Member Khambata. Motion carried: 5-0.
11. REGULAR AGENDA
A. Summer Valley - Zoning Amendment and Preliminary Plat
Staff Recommendation: 1) Adopt Ordinance No. 1080 approving the
Zoning Amendment to change the zoning of property generally located
south of the Woodbury border, east of the Northwick Park development,
west of the Rolling Meadows development, and north of the Parkview
Pointe development from AG-2, Agriculture, to R-3, Single Family
Residential. 2) Adopt Resolution 2024-064 approving the Preliminary Plat
for a subdivision to be called Summer Valley, which will consist of 71 lots for
City Council Meeting Minutes
April 17, 2024
Page 6
single-family homes.
Conner Jakes, Associate Planner, stated the two applications before you this evening
are a Preliminary Plat and Zoning Amendment for the proposed Summer Valley
residential subdivision. Summergate Development is requesting approval of a Zoning
Amendment and Preliminary Plat on 24.5 acres of land, located south of the Woodbury
border. The property is currently zoned AG-2, Agriculture, and the applicant is
proposing to rezone the subject site to R-3, Single-Family Residential, in order to plat 71
single-family lots for homes. Planner Jakes spoke about the following: Proposed
Project: Consists of 24.5 acres, again adjacent to the Cottage Grove-Woodbury border
on the northern edge of the City. It’s surrounded by three existing residential
developments: To the west is the existing Northwick Park development, to the south is
the Parkview Pointe development, and to the east is the currently under construction
Rolling Meadows development. The site is currently a tilled field with no existing trees or
structures. Zoning Amendment: The applicant is requesting to rezone the subject
property from AG-2 to R-3, Single-Family Residential, which would be in accordance
with the long-term growth plan for the parcel. The low-density residential allows for 2-to-
4 units per acre, and the applicant is proposing a density of 2.9 units per acre.
Preliminary Plat: Consists of 71 single-family lots for homes. The applicant has not
requested flexibility in terms of Planned Unit Development (PUD), and is intending to
meet the standards of the R-3 Zoning District, which are on the screen. I wanted to note
an HOA is not proposed as part of the development. The applicant has indicated they
are still working with builders to determine who would be the builder within the
development; so, at this point, there are no specifics on that. Access: Access to the
proposed development is provided through the three developments: To the west would
be Jeffery Avenue South, through the Northwick Park development. To the south would
be Jensen Avenue South, and to the east would be 63rd Street South, through Rolling
Meadows. The applicant is proposing a five-foot wide sidewalk that would connect the
existing sidewalk stubs, as shown in orange on the screen before you. There is a future
roadway extension on the northwest corner of the property at the Woodbury border; that
extension would be extended at such time that the Woodbury parcel develops to the
north, and that road would continue to the north. Stormwater Ponds: The applicant is
proposing two stormwater ponds on site; one pond is proposed to be a dry pond, and
the larger one would be extended from the Rolling Meadows pond to the east, and that
would be the wet pond to serve both of those developments. Proposed Trail: I also want
to note there’s a proposed trail on the northeast corner of the site that would tie into the
South Washington Watershed District’s Regional Trail Section Plan; the proposed trail is
highlighted in the red circle on the screen before you. I would note that the trail is
proposed to extend north, up to the Glacial Valley interpretive area that would be
provided by the County. The existing trail that’s currently constructed does flow to the
Glacial Valley Park that was recently constructed within the City. Landscaping: The
applicant submitted a detailed landscape plan; there is no tree mitigation required as
there are no trees on site. There are 77 boulevard trees proposed, and the landscape
plan shows 4 trees per lot with 10 shrubs per lot. I want to note that the Zoning Code
was updated in 2022, as you’re well aware, and changed; so, any lot greater than 60
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April 17, 2024
Page 7
feet in width only requires 3 trees per lot. The applicant will be working to revise that
landscape plan, as the previous Code required 4 trees per lot. Planning staff will
exercise final approval of the landscape plan, so I’m working with the applicant on that
revision. Neighborhood Meeting: The applicant hosted a Neighborhood Meeting on
March 12, 2024, and there were 26 residents in attendance. Three major concerns were
brought up, which related to the development process, construction traffic, and project
buildout. However, I will note the primary concern was construction traffic, as traffic is
proposed to flow through the existing residential developments. Due to the limited
access to the site, the residents at the Neighborhood Meeting asked whether the
applicant could work with the property owner to the north, along the Woodbury border,
to utilize the existing driveway and farm field on site; that’s indicated in red on the
screen. The applicant investigated this, but the property owners weren’t interested due
to concerns related to liability, tree removal, and other various factors. Thus, the only
remaining access options are through the existing residential neighborhoods. At this
point, staff is not intending to designate an official construction traffic route; however, I
wanted to note that this scenario isn’t uncommon within the City. There are currently
nine residential developments where traffic has to flow through an existing residential
development into the currently under construction development. A few examples would
be: Calarosa, where you’re flowing from 1st Addition, 2nd, all the way to the 6th
Addition; Settlers Bluff, flowing from 1st Addition, 2nd Addition; maybe a more
prominent example would be flowing through Langdon Hills to Eastbrooke 2nd and 3rd
Addition, as we have two different developments that are under construction there.
Planner Jakes stated the recommendations are on the screen before you, staff is
available for any questions, and the applicant is also in attendance.
Council Member Thiede stated so I assume we talked to Woodbury and can coordinate
it a little bit with them on that road going north. Do they already have some different
proposals in place at all, platted out?
Planner Jakes replied at this point, we haven’t received any information that they
have any proposals. At such time that they would, they would notify us and then we
could provide comment at that time. At this point, the only thing they commented was
that the hammerhead was sufficient and to sign it for future road extensions.
Council Member Thiede stated so, they’re okay with that, right, and they’ll try to
accommodate that as much as possible; Planner Jakes replied that’s correct.
Council Member Olsen thanked Planner Jakes for the information. He asked about: 1)
The comments related to the construction traffic. As I’m sure you’re keenly aware, that
seems to be an area of heartburn for residents throughout the City when situations like
this arise where they have construction traffic that comes through their residential
neighborhood. What I’m curious about is what can we do from a communications
perspective, partnering with the developer, put in place to ensure that folks in the
neighborhood are keenly aware of the activity that’s going to take place, when that
activity is going to take place, etc. so that we can hopefully put people’s mind at ease to
some degree. I think where the biggest challenge lies is the trucks start rolling, and
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April 17, 2024
Page 8
people look out their windows and think, what the heck’s going on? I didn’t know
anything about it. Of course, we have the Neighborhood Meetings, we do all the things
we’re supposed to do, but people are busy and sometimes they don’t even get the mail
so they don’t get the notice, or they don’t have the ability to go to the meeting. 2) When
we roll trucks like this through residential neighborhoods, we tend to see a little bit of
wear and tear on some of those roads that aren’t generally used for that purpose; so,
they’re not made for that purpose. Are we concerned at all about what this traffic
through the neighborhood may do to the existing roadways? Have we thought that
through and tried to figure out what can we do to mitigate that, whether it’s a shorter
term Mill and Overlay, things of that nature. I recognize both of those questions may be
more for Director Burfeind or Engineer Meyer. So, what do you think, can we figure
something out on the communication?
Planner Jakes replied we have been in direct communication with all of the residents
that attended the Neighborhood Meeting, gathered their emails, phone numbers, etc.
We continue to keep them informed as we move through this. The development
schedule was clearly outlined at the Neighborhood Meeting and through contact
afterward, talking through those concerns with the residents. One thing that also kind of
helped put the residents at ease was that we’re going to make clear with the contractor
and subcontractors that construction-related traffic has to be cognizant that they’re
traveling through a residential area. They need to just be aware that there are homes
there, there are children, and all the factors that play into that; they’ll be asked to reduce
their speed as much as possible. One way that we would do that would be to work with
Public Safety and maybe put a speed trailer out there, just be in constant
communication with them. I would defer the road question to our Engineer Meyer.
Council Member Olsen stated on your communication response, I would encourage that
we have regular dialogue with the contractor and their subcontractors. I can speak from
experience, and I’m sure Director Burfeind would agree with this, you can have that
conversation almost every day and still have a subcontractor that doesn’t pick up on
what you’re saying. So, we’ve got to be really clear about this is what the expectations
are related to speed, time of day, etc. because those folks have a job to do and that’s
their focus. They’re not really thinking about all the other things that we have to think
about related to our residents. There will be a few of us out knocking on doors this
summer, and I’m sure we’ll hear about it if it’s not done properly.
Engineer Meyer stated regarding the communication piece, some of the things that
we’ve done with public projects are project websites where you can sign up for weekly
updates or maybe there’s mailers. So, I think there’s probably an opportunity where we
could work with the developer if there’s some sort of platform that they have, or maybe
they want to set something up; otherwise, we are able to work with them on specific
mailers. At this point, we are a preliminary plat, so we’re still a little ways away from
having any sort of contractor on board with a specific schedule, so we’ve got some time
to work through that. I think there are a lot of options that we can work through with the
developer to come up with a good communication plan.
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April 17, 2024
Page 9
Council Member Olsen stated thank you. The further out we are the better time it is
to start planning, I think. Engineer Meyer stated yes, absolutely. She stated in regard to
our streets and the conditions, this is actually a really good area for an example. When
Rolling Meadows was constructed, they moved through that Parkview Pointe
development. We just recently completed the final streets project in that neighborhood,
and I will say we didn’t see a lot of early degradation in that roadway when we came
through with that final streets project. The Northwick Park, I believe that’s Jeffery
Avenue, that still has the bit wedge, if you will, so we haven’t completed the final streets;
but we’re very confident in how our roads are built, how we maintain our roadways. We
don’t have concerns with early degradation of our pavement. I think the other piece, as
we think about construction phasing, the first phase is grading; so, that equipment gets
dropped off, and there’s a couple of workers who show up at the beginning of the day
and they leave at the end of the day. So, that construction traffic, early on in
development is a lot less than when we start seeing that home construction with all the
trades. So, it will help us kind of ease into better figuring out what’s the best
communication plan, how are we seeing traffic routing through the neighborhoods, if
we’re seeing any concerns with the roadways, we have some time to kind of work
through that as we get more into that construction.
Council Member Olsen stated thank you, excellent answers from both of you. I can
see that you’ve given it a lot of thought; we continue to learn, as we continue to develop,
ways in which we can maybe improve our service level to the residents. It sounds like
you guys have had those conversations already, so I very much appreciate that. Thank
you.
Mayor Bailey stated I’m just curious, from a staff standpoint, just for my knowledge, I
see what’s going to be up above, going into Woodbury, with the Glacial Valley Park,
correct? Over to the east of that, which I assume is still Cottage Grove, just to the north
there, in Woodbury, is Crossroads Church. There’s a parcel there, so is that a buildable
parcel? This isn’t really so much for this project, I just wondered if that’s something
that’s just going to be a remnant that’s going to be sitting out there because it’s not
buildable. It would be south of the church. He was told that property was owned by 3M.
Mayor Bailey said you’d mentioned Woodbury. Do we know in their long-term plan,
they may not have anything specific just to the north of us, where this development’s
going. Do you know if they’re guiding that for single family, like R-2.5, is that the plan?
Engineer Meyer replied yes, that is my understanding. I’ll just add in our
conversations with Woodbury, we’ve also been communicating as it relates to the trail
and access; to ensure that there is an access just north of our border onto that trail
since you saw that there isn’t any direct access through this neighborhood.
Mayor Bailey stated I knew that’s why you were doing it there, so I was just curious,
because half of this development is going to back up onto the Glacial Valley Park in
Woodbury. With the rest of it, I just was curious if it was single family. That helps, thank
you.
Council Member Thiede stated I’ll follow along with what you were saying. Is it possible
to come in from the Crossroads Church? That land is not too level. Because eventually
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April 17, 2024
Page 10
that will possibly be a road extension, I don't know. To come in from the east to the
property, right along the top border there; part of it is watershed, if it gets repaired or
whatever, I can’t necessarily see the terrain from here.
Mayor Bailey stated I think I can answer that because I actually was out there when
they did the area, and then we walked that. That is a very steep area; the intent is for
water to flow in the event, so, I don’t see that being a feasible solution.
Engineer Meyer stated if I may, much of that area is also in a conservation easement
where there wouldn’t be any pavement allowed, which is part of why we have sort of an
odd jog in the trail. We had to get around that conservation easement with the paved
trail.
Mayor Bailey stated this development looks fairly straightforward. I know we just want to
make sure communication going through existing neighborhoods is clear. To me, this is
almost kind of like an in-fill, if you will, it fits right into what’s being built right around it.
Motion by Council Member Khambata to Adopt Ordinance No. 1080 approving the
Zoning Amendment to change the zoning of property generally located south of the
Woodbury border, east of the Northwick Park development, west of the Rolling
Meadows development, and north of the Parkview Pointe development from AG-2,
Agriculture, to R-3, Single-Family Residential; second by Council Member Thiede.
Motion carried: 5-0.
Motion by Council Member Garza to Adopt Resolution 2024-064 approving the
Preliminary Plat for a subdivision to be called Summer Valley, which will consist of 71
lots for single-family homes; second by Council Member Olsen. Motion carried: 5-0.
12. COUNCIL COMMENTS AND REQUESTS
Council Member Khambata stated I just want to remind everyone, as it gets warmer, to
use our parks. I was out this last weekend with my kids, and I noticed some people
aren’t paying very close attention; so, everyone be safe out there and go enjoy our
parks.
Council Member Garza stated River Oaks and their new menu is going to be amazing,
so I hope that everyone gets out there and enjoys it. Mayor Bailey stated yes, we had a
chance to sample a few things tonight and see the menu, so it’s going to be a very nice
event place down there.
Mayor Bailey stated the only thing I’ll mention before we have our next Council Meeting,
and this is always really popular in our community, just a reminder that Saturday, April
27, is the Chamber Community Showcase. It will be held at the Park High School
fieldhouse, it starts at 10:00 a.m., and I believe it goes until about 2:00 or 3:00 p.m. I
just encourage everybody to stop in there and patronize your local businesses and
maybe check out some of the people or businesses you didn’t know that are in Cottage
Grove.
City Council Meeting Minutes
April 17, 2024
Page 11
Mayor Bailey stated we have a workshop this evening, which is closed to the public,
pursuant to MN Statute 13D.05, Subd. (3)a, which is a performance evaluation of our
City Administrator Jennifer Levitt. We’ll be adjourning this meeting from that workshop.
13. WORKSHOPS - OPEN TO PUBLIC - None
14. WORKSHOPS - CLOSED TO PUBLIC - CONFERENCE ROOM
A. Performance Evaluation - City Administrator
Staff Recommendation: Close the meeting pursuant to MN Statute
13D.05, Subd. (3)a, to conduct a performance evaluation of City
Administrator Jennifer Levitt.
Motion by Council Member Olsen, seconded by Council Member Garcia to close the
meeting at 7:37 p.m. Motion carried: 5-0.
Motion by Council Member Olsen, second by Council Member Thiede to open the
meeting at 8:36 p.m. Motion carried: 5-0.
15. ADJOURNMENT
Motion by Council Member Olsen, second by Council Member Thiede, to adjourn the
meeting at 8:37 p.m. Motion carried: 5-0.
Minutes prepared by Judy Graf and reviewed by Tamara Anderson, City Clerk.
1
City Council Action Request
7.D.
Meeting Date 5/1/2024
Department Community Development
Agenda Category Action Item
Title Planning Commission Meeting Minutes (3-25-2024)
Staff Recommendation Accept and place on file the minutes from the March 25, 2024,
Planning Commission meeting.
Budget Implication N/A
Attachments 1. Planning Commission Minutes 2024-03-25
COTTAGE GROVE PLANNING COMMISSION March 25, 2024
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
Frazier called the Planning Commission meeting to order at 7:00 p.m.
2. ROLL CALL
Pradeep Bhat-Here; Ken Brittain-Here; Jessica Fisher-Absent; Evan Frazier-Here; Eric Knable-
Here; Derek Rasmussen-Here; Emily Stephens-Here
Members Absent: Jessica Fisher
Staff Present: Emily Schmitz, Community Development Director; Conner Jakes, Associate Planner;
Amanda Meyer, City Engineer; Tony Khambata, City Council Liaison.
3. APPROVAL OF AGENDA
Brittain made a motion to approve the agenda. Rasmussen seconded. The motion was
approved unanimously (6-to-0 vote).
4. OPEN FORUM
Frazier opened the open forum and asked if anyone wished to address the Planning Commission
on any non-agenda item.
Dan Ohmann, 9680 Geneva Avenue South, St. Paul Park, stated that he is the Town Chair with
Grey Cloud Island Township, and he came before you today with the Dunes development starting
out, just curious if there’s any provisions that the City has made for construction traffic. He is
receiving calls nonstop for all the heavy equipment and everything is coming up, underneath the
train bridge; so, it’s all traveling through our township roads, not County roads but our township
roads and through our private residences. We have a lot of mining trucks that go by and all that
stuff, but we get compensated for that. So, I guess I’m just wondering what has been put in place
or any of that as that development goes on to keep traffic off of our roads and all the housing and
all that stuff, to not have to travel there or if we have to expect to see that go on.
Dick Polta, 9600 Geneva Avenue South, of the Grey Cloud Town Board, stated it’s the same thing
as Dan, we’re going to get all the traffic. And all that I’ve heard from the 103rd Street bridge so far
is when I was here before, and they said well, they’re going to put in additional signage, Stop
Ahead. Talking to Karla Bigham and looking at the County’s plans, there’s nothing in the plans for
Planning Commission Minutes - Regular Meeting
March 25, 2024
Page 2 of 6
that 103rd Street bridge, nothing finalized, nothing finished, and Karla agreed with that. I brought it
up to her what you should do is this traffic affects us and St. Paul Park because you’ve got a 10-
foot 4-inch clearance underneath that 103rd Street bridge. So, all your Ready Mix trucks, sand,
gravel, building products, everything is going to come through our township and St. Paul Park. So,
I suggested to her and this would help you guys out, why don’t you make a County road all the way
through St. Paul Park, all the way down; now, part of it is County road before you get to the Y down
there. When you take a left at Grey Cloud Trail, make that a County road, at least up to the Cottage
Grove border, and if you guys wanted it farther, pursue that. At the same time, going the other
direction, it’s County road halfway around Grey Cloud, two-thirds of the way, make the rest of it a
County road. Then our problems would be alleviated, it would actually help you guys out, so I’d ask
you guys to push it onto the powers that be to work with the County to make that a County road.
I’ve taken a close look at different County roads, they start in a city and stay in a city, or in a
township and stay in a township. There’s other ones, like 19, that go all the way through Woodbury
and down here. Okay, so that would be a perfect fit for a County road because it’s a major arterial
for St. Paul Park, Grey Cloud, and Cottage Grove’s developmen t, and development on the lower
island when they have that park down there. So, I’d just ask you guys to push it along and try to
put some pressure on our County Boad to do it. Karla didn’t give us an answer, she just said okay,
okay. But, anyway, we’d appreciate it if you guys would help pursue that, too. It’d be to everybody’s
benefit. Thanks.
As no one else wished to speak, Frazier closed the Open Forum.
5. CHAIR’S EXPLANATION OF THE PUBLIC HEARING PROCESS
Frazier 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 that any person wishing to speak should go
to the microphone and state their full name and address for the public record.
6. PUBLIC HEARINGS AND APPLICATIONS
6.1 SUMMER VALLEY – CASE ZA2024-008 & PP2024-008
Summergate Development has applied for a zoning amendment to rezone 24.5 acres of land
located south of the Woodbury Border, east of the Northwick Park development, west of the
Rolling Meadows development, and north of the Parkview Pointe development, from AG-2,
Agriculture, to R-3, Single Family Residential; and a preliminary plat for a residential
subdivision to be called Summer Valley, which would consist of 71 single family lots and 2
outlots.
Jakes summarized the staff report and recommended approval subject to the conditions stipulated
in the staff report.
Frazier asked if the applicant would like to add any additional information. Br yan Tucker with
Summergate Development, based out of Lakeville, stated with me is Christian Froemke from
Westwood Professional Services, they’re our engineer for the project. I don’t really have too much
to add to staff’s presentation in terms of project details. If we’re successful through the entitlement
process, we would expect to start grading probably the end of June or early July, assuming weather
cooperates here over the next few months. That being the case, then we’d look to hopefully have
Planning Commission Minutes - Regular Meeting
March 25, 2024
Page 3 of 6
infrastructure in by the end of this year, and our intent would be to develop this as a single phase
to put in all the streets with the initial construction. As staff indicated, we are working with several
different builders that are interested in this site. Once we make it through our due diligence process
a little bit more, then we’ll select a builder or a few builders to be working in this area. So, with that,
we’re happy to answer any questions. No questions were asked.
Frazier opened the public hearing.
Dee Shonkwiler, 6019 Jasmine Bay South, which is a cul-de-sac right behind the farm. We didn’t
receive the notice for the March 12 meeting, so we thought that was this one. However, we are a
little concerned about, I know that you already said that the owners of the farm that’s behind us
said no to the road. Would we be notified if there’s any road going in? Because our trees are on
our property, kind of bend up to the farm. Would we be n otified of any construction or if they just
changed their mind and put the road through for this construction project? I mean, I don’t have any
objections to it; I’m just wondering if we’d be notified before that would happen since we have
fencing, our neighbors have fencing, and our property is right on the line. So, if they do change
their mind for whatever reason, things change in the course of a construction project, would we be
notified, the residents that live right back behind, that back up to the farm? Frazier stated okay, so,
you live abutting the City border there, and so that driveway that runs east -west, you are abutting
that; so, your question is if there is a change and constru ction traffic starts to use that, are you
going to get notified because of the concerns about your fence and trees and property there?
Shonkwiler stated that is correct, and then if they damage our trees and our fence, will they be
responsible for the replacement? That’s kind of what we’re looking at since it’s kind of like when
you look at that property, it is literally right on the line, and if they were to put their d riveway through
to accommodate any kind of construction, it’s going to be a big deal. So , I know his combine comes
right up to our fence. So, if they decide to use that, that would be something that I would hope that
would be either notified or had some input on. Frazier stated okay, staff is taking notes, and they’re
going to discuss all the questions and concerns later.
Anthony Levine, 9440 63rd Street, so, just behind the pond that we were all seeing a second ago.
I just figured I would take a moment to voice my overall support for the development of the current
design. I’m happy that we’re bringing more housing to Cottage Grove. The only things that I’m go ing
to note, which have already kind of been spoken about, are the concerns regarding the traffic,
especially at the corner of Jensen and 63rd; it’s a school bus route, we get a stop right there with
20-30 kids lining up, so, we’re always a little concerned, as there hasn’t been a stop sign heading
down Jensen. So, once this opens up eventually, and this is not so much towards Summergate,
but once the roads are developed, we were hoping that perhaps there might be an ide a of putting
in an additional stop sign in that area. I’m not sure if that’s within this body’s ability to put forward,
but a thought. Obviously, we’ve discussed at the Neighborhood Meeting, which we really
appreciated, that we’re hoping for proactive policing. We’ve been there since 2020, and we’ve seen
the developments go in, a lot of speeding trucks, things like that; as we’ve said before, police have
been very proactive, so we hope that continues. The second thing was just simply, and we’ve
discussed this already with the Neighborhood Meeting, just having vibrational controls. Because
I’m right behind the pond, there’s a bit of concern that if you’re riding back there with a large
compactor, using oscillating equipment, that potentially you could damage some of the homes’
foundations. The concern has been brought up to the City Engineer; they feel comfortable with it.
We still have some concerns as neighbors, judging how we’re going to have to be taking pictures
of our foundations, things of that nature. So, one of the things through these discussions was that
it doesn’t seem that there are clear City guidelines for both the developers as well as the
Planning Commission Minutes - Regular Meeting
March 25, 2024
Page 4 of 6
homeowners for like notification of those things as well as when is this a problem; it’s sort of left up
to general engineering knowledge, which puts a lot of burden on the Public Works folks, I would
think. So, just looking for some guidance potentially being developed in the future that might take
away that gray area for everybody involved. But otherwise happy that it’s getting developed, and
again, adding more homes to Cottage Grove.
No one else spoke. Frazier closed the public hearing.
Frazier stated I’ll have staff answer or talk about some of the things that were brought up.
Jakes stated just to touch on the northern access point along the border, in conversations with the
applicant/developer, and they can touch on this as well, but in order for the project to be financially
viable and to be a successful project, they would not pursue that access anymore with that property
owner. So, the access is currently planned to travel through t hose existing neighborhoods within
the City for those reasons. I’ll defer the stop sign and bus stop questions to our City Engineer,
Amanda Meyer.
Brittain stated I understand that that’s the plan. I think the question was if some unforeseen thing
changed and that plan changed, would the homeowners be notified? Jakes replied we would work
to notify all property owners along that access route to ensure there’s a plan in place and everybody
knows dates and times of occurrences into that access route if it was to be utilized.
Meyer stated there are a couple of things to touch on regarding some of the comments and
questions/concerns. So, again, related to the traffic, I know at the Neighborhood Meeting there was
a lot of concern about Jeffery versus Jensen. We did take a look, so just some additional
information: The difference in length is about 200 feet or so, both streets have bus stops on them,
and both have quite a few kids from our understanding. To reiterate what Conner had mentioned
in the presentation, it is really more about the communication, the coordination, and the emphasis
with our developer and their contractor about safety, obeying traffic laws, being cognizant and
respectful of those existing neighborhoods. As it relates to the stop sign, generally, yes, as we are
creating more of a four-way intersection with traffic coming from all four directions, we would look
to add a stop sign. This is similar to when Woodward Ponds was connected into I think Eastridge
Woods to the south. That was an existing three-way intersection with a future connection; when we
made that connection, we did add stop signs on the leg with the least amount of traffic. So, I think
in this situation the stop signs would likely be placed on the 63rd Street leg, so the east -west; that
would be something that would be addressed through an engineering memo and the plan
adjustments through the City Engineer and the developer’s engineer.
Meyer stated as related to vibrational controls, this is something as the resident mentioned, we’ve
gone back and forth having some conversations on those. It’s not something where as a City we’ve
had any specific guidance on how developers complete their work; we have some guidance on
how different levels of compaction need to be reached for various items within the develo pment.
With this being a private development, and I know the developer has been shared these concerns,
I imagine that they’ll be working with the contractor on those specific concerns. I will say in my
years of construction experience, I haven’t had a situation where we’ve had an adjacent property
experience issues in their house with adjacent construction, whether it be new residential, road
reconstruction, those sorts of things. But if there are specific concerns, we’d be coordinating with
that developer to review those concerns with the resident.
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March 25, 2024
Page 5 of 6
Frazier asked one of the things I know that we read in here and obviously this has come up now
tonight is the school bus stops and construction traffic going through. We had the two members of
the Grey Cloud Island Township Board, who talked about construction traffic down there. I guess
one of the things that concerns me I think a little more is the school bus stops, and now it sounds
like there’s stops on both of the main entries that would be used to this. Is there any thought to
changing the times; I know Condition #29 in the proposed conditions says here’s when construction
can happen on this project, and we set specific hours. Is there any thought or discu ssion, from
staff’s point of view, of trying to adapt those hours to make it a little less likely that school bus traffic
or times where there’s going to be a high amount of traffic on those roads can kind of miss
construction traffic? Meyer replied, yes, so the hours that you see in the staff report are a ctually set
by City Ordinance. Those are hours that we generally haven’t strayed from, whether it’s a private
development or a public road project. Obviously, there have been exceptions, but it’s usually t o go
beyond those working hours if you’ve got one truckload of asphalt to put down and they need an
extra 15 minutes, those sorts of things. With developer mentioning that they’re looking to start June
or July, we are in that timeframe where school is generally out, maybe with the exception of some
summer school. That may give us a coup le of months to evaluate how the construction traffic is
routing if there are any concerns; so, as school is starting, come September, if it is something that
we need to consider, we could definitely chat with staff and see if that’s something we could do.
But, generally, those working hours are set by City Ordinance.
Brittain stated you mentioned the 103rd Street bridge, so are the trucks going down to the
development not being able to use the bridge because it’s too short? Are they being diverted, or
are there any complications; what’s going on, I guess would be my qu estion. Meyer replied
unfortunately, I don’t have a good answer for you right now. I haven’t heard there being concerns
about not being able to get under the bridge. I believe the Community Development Director and I
will be chatting with some staff and also the developer to understand if there have been some
issues getting vehicles under the bridge. At this point, the only work that’s been occurring down
there is the tree clearing; so, if it’s other equipment, I would just need to ask more questions , and I
believe we’d follow up with a memo in the next Planning Commission packet for you.
Brittain made a motion to approve the zoning amendment and preliminary plat for Summer
Valley, subject to the conditions stipulated in the staff report. Stephens seconded. Motion
passed unanimously (6-to-0 vote).
7. APPROVAL OF PLANNING COMMISSION MINUTES OF FEBRUARY 26, 2024
Rasmussen made a motion to approve the minutes of the February 26, 2024, Planning Com-
mission meeting. Bhat seconded. Motion passed unanimously (6-to-0 vote).
8. REPORTS
8.1 RECAP OF MARCH CITY COUNCIL MEETINGS
Schmitz provided a summary of actions taken at the March 6 and 20, 2024, City Council meetings.
Khambata stated he thinks Schmitz covered it all. We had a couple busy meetings, and he is open
to taking any questions from the commission. There were no questions asked.
Planning Commission Minutes - Regular Meeting
March 25, 2024
Page 6 of 6
Khambata stated I’d like to thank you guys again for your hard work and dedication. It’s nice to
have a couple quick meetings here.
8.2 RESPONSE TO PLANNING COMMISSION INQUIRIES – None.
8.3 PLANNING COMMISSION REQUESTS
Frazier stated I’ll take Brittain’s request for information about the bridge as one; do we have any
other requests for staff?
Knable asked when starting the construction is starting on East Point Douglas Road and Jamaica?
Meyer replied with East Point and Jamaica, the tentative startup date is April 8, depending on
weather. There will be with the full closure of East Point Douglas, between the temporary signal
and 92nd Street to construct the roundabout.
9. ANNUAL ORGANIZATIONAL MEETING
9.1 ADOPT 2024 PLANNING COMMISSION RULES
Frazier asked if there were any proposed modifications, additions, or deletions to the 2024 Planning
Commission Rules for the next year. There were none.
Knable made a motion to adopt the 2024 Planning Commission Rules. Rasmussen
seconded. Motion passed unanimously (6-to-0 vote).
9.2 ELECTION OF OFFICERS
Frazier asked if there were any nominations for Vice Chair and Secretary. Vice Chair would take
over and run the meeting in the event that the Chair can’t be here for the meeting. C urrently, Brittain
is Vice Chair.
Rasmussen made a motion to nominate Brittain for Vice Chair. Second by Stephens. Brittain
accepted the nomination. Motion passed unanimously (6-to-0 vote).
Frazier asked if there were any nominations for Secretary; currently, Rasmussen is the Secretar y.
The Secretary does the Roll Call and then I think also takes over the meeting if both the Chair and
the Vice Chair can’t be here.
Brittain made a motion to nominate Rasmussen for Secretary. Second by Knable.
Rasmussen accepted the nomination. Motion passed unanimously (6-to-0 vote).
10. ADJOURNMENT
Rasmussen made a motion to adjourn the meeting. Brittain seconded. Motion passed unani-
mously (6-to-0 vote). The meeting was adjourned at 7:32 p.m.
1
City Council Action Request
7.E.
Meeting Date 5/1/2024
Department Administration
Agenda Category Action Item
Title Gambling Permit - Cottage Grove Lions Club
Staff Recommendation Authorize issuance of a single-occassion gambling permit to
Cynthia Lynn Bachrodt on behalf of the Cottage Grove Lions Club
to conduct a raffle at Carbones Pizza (7155 Jorgensen Avenue
South) on September 17, 2024 at 6:00 PM.
Budget Implication N/A
Attachments 1. Memo - Gambling Permit
1
City Council Action Request
7.F.
Meeting Date 5/1/2024
Department Administration
Agenda Category Action Item
Title Gambling Permit - Phoenix Residence, Inc.
Staff Recommendation Authorize issuance of a single-occassion gambling permit to Corrie
Lynn Kopischke and Jacqueline Marie Larson on behalf of the
Phoenix Residence, Inc. to conduct a raffle at River Oaks Golf
Course (11099 Hwy 61 Cottage Grove, MN) on June 10, 2024, from
12:30 PM to 6:00 PM.
Budget Implication N/A
Attachments 1. Memo - Gambling Permit
1
City Council Action Request
7.G.
Meeting Date 5/1/2024
Department Administration
Agenda Category Action Item
Title Gambling Permit - Minnesota Foundation for Agriculture
Staff Recommendation Authorize issuance of a single-occassion gambling permit to Ruth
Kay Linkenmeyer - Meirick on behalf of the Minnesota Foundation
for Agriculture to conduct a raffle at River Oaks Golf Course (11099
Hwy 61 Cottage Grove) on June 18, 2024, from 12:00 PM to 7:00
PM.
Budget Implication N/A
Attachments 1. Memo - Gambling Permit
1
City Council Action Request
7.H.
Meeting Date 5/1/2024
Department Administration
Agenda Category Action Item
Title Quantum Sports LLC - On-Sale Liquor License
Staff Recommendation Approve the issuance of a 3.2% On-Sale Malt Liquor License to
Sreekanth Penmatsa, Krishna Vasireddy, Kartheek Chandum, and
Vijay Gadde operating as Quantum Sports LLC., at the location of
7900 West Douglas Road contingent upon the
following: 1) Applicants shall obtain an occupancy permit from the
City of Cottage Grove as well as all other permits necessary from
other agencies such as Washington County, Minnesota Department
of Health, etc. 2) State Restaurant License: Issuance of a
restaurant license by the State of Minnesota. 3) San Jose Police
Department Response: Receipt of a response from the San Jose
Police Department regarding Vijay Gadde's background check with
no information that could prelude the applicant from receiving a
3.2% On-Sale license. Following the fulfillment of these conditions,
it is recommended full approval of the On-Sale 3.2% Malt Liquor
License for Quantum Sports LLC.
Budget Implication N/A
Attachments 1. Memo - SmashHub - Quantum Sports
2. Memo - Public Safety (SmashHub-Quantum Sports)
To:Honorable Mayor and City Council Members
Jennifer Levitt, City Administrator
From:Tamara Anderson, City Clerk
Date:4/25/2024
Subject:Quantum Sports LLC – On-sale Liquor License
This memo is regarding an application for an On-Sale 3.2% Malt Liquor License submitted by
Sreekanth Penmatsa, Krishna Vasireddy, Kartheek Chandum, and Vijay Gadde on behalf of
Quantum Sports LLC. Quantum Sports LLC is a proposed business named SmashHub located
at 7900 West Point Douglas Road So. The proposed use is a combination of a pickleball
recreational facility with an accessory restaurant. The On-Sale 3.2 Percent Malt Liquor License
is a crucial component of their business plan, allowing for the sale of malt liquor for
consumption on the premises. The applicants understand that final approval is contingent
upon obtaining all necessary permits and approvals.
The on-sale 3.2% Malt Liquor License permits the sale of 3.2% malt liquor for consumption on
the premises and is issued only to establishments meeting specific criteria, including
restaurants. The application has been reviewed and it is determined that Quantum Sports LLC
meets the conditions outlined in Chapter 11, Section 3 of the City Ordinance pertaining to
Liquor Control.
Background checks have been completed on all four applicants: Sreekanth Penmatsa, Krishna
Vasireddy, Kartheek Chandum, and Vijay Gadde. While Public Safety has not identified any
disqualifying information for any applicant, a response is still pending from the San Jose Police
Department regarding Vijay Gadde.
No additional planning approvals are required given the proposed uses of a restaurant use and
pickle ball are permitted uses with the zoning district.
Recommendation:
Approve the issuance of a 3.2% On-Sale Malt Liquor License to Sreekanth Penmatsa, Krishna
Vasireddy, Kartheek Chandum, and Vijay Gadde operating as Quantum Sports LLC., at the
location of 7900 West Douglas Road contingent upon the following:
•Applicants shall obtain an occupancy permit from the City of Cottage Grove as well as
all other permits necessary from other agencies such as Washington County, Minnesota
Department of Health, etc.
•State Restaurant License: Issuance of a restaurant license by the State of Minnesota.
•San Jose Police Department Response: Receipt of a response from the San Jose
Police Department regarding Vijay Gadde's background check with no information that
could prelude the applicant from receiving a 3.2% On-Sale license.
Following the fulfillment of these conditions, it is recommended full approval of the On-Sale
3.2% Malt Liquor License for Quantum Sports LLC.
1
City Council Action Request
7.I.
Meeting Date 5/1/2024
Department Community Development
Agenda Category Action Item
Title Rental License Approvals
Staff Recommendation Approve the issuance of rental licenses to the properties in the
attached table.
Budget Implication N/A
Attachments 1. Rental License Approval CC Memo
2. Rental License Approvals Table
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Samantha Drewry, Code Enforcement Officer
DATE: April 25, 2024
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 $180, and public criminal history report. Rental inspections are conducted on
all rental properties as part of the licensing process. Once all information has been sub -
mitted 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 in the attached table.
2024 RENTAL LICENSES
CITY COUNCIL APPROVAL - MAY 1, 2024
RENTAL LICENSE
NUMBER
PROPERTY
STREET #PROPERTY STREET NAME PROPERTY OWNER
RENT-001915 9116 Indian Boulevard South Gregerson, Michael
RENT-001930 7187 Imperial Avenue South Long, Thomas
RENT-001975 8218 Hyde Lane South Long, Thomas
RENT-002035 8015 Hadley Avenue South Wagner, Ken
RENT-002053 8872 92nd Street South Wu, Dong c/o Xu Dai
RENT-002067 6798 Meadow Grass Lane South Dai, Xu
RENT-002132 7261 Jewel Avenue South Simon, Amy & Patrice
RENT-002135 9248 East Point Douglas Lane South Chicone, Grace
RENT-002271 6996 Pine Crest Trail South Segui, Guillermo
RENT-002272 6732 Meadow Grass Lane South Segui, Guillermo
RENT-002294 6509 Jody Avenue South Kent, Stephen E.
RENT-002332 6224 Jeffery Avenue South Dixit, Amit
RENT-002339 9461 Indian Boulevard South Gregerson, Michael
RENT-002341 6840 Meadow Grass Lane South 33rd Company, Inc.
RENT-002342 7791 Hemingway Avenue South 33rd Company, Inc.
RENT-002343 7630 79th Street South 33rd Company, Inc.
RENT-002357 7875 72nd Street South Dan Gelb
MULTI-FAMILY:
Legends of Cottage Grove, 6999 East Point Douglas Road: 1 Building, 184 Units
1
City Council Action Request
7.J.
Meeting Date 5/1/2024
Department Finance
Agenda Category Action Item
Title Accept 1st Quarter Donations
Staff Recommendation Accept 1st Quarter Donations by Resolution 2024-079
Budget Implication
Attachments 1. Resolution 2024-079 1st Quarter 2024 Donations
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-079
RESOLUTION ACCEPTING DONATIONS RECEIVED IN THE 1st QUARTER
2024
WHEREAS, the businesses and individuals listed below have made donations to
the City of Cottage Grove between January 1, 2024 and March 31, 2024;
Received From Purpose Amount
East Ridge Face Off Club West Rink lighting project $8,750
Cottage Grove Pickleball Group Pickleball supplies $2,500
Madison Bruch Bench-memory of mother Lolene $2,000
Anne O’Malley Bench-memory of husband Ryan $2,000
$15,250
And WHEREAS, the City of Cottage Grove gratefully accepts these donations and
recommends that they be used for the proposes intended by the donors.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of
Cottage Grove, County of Washington, State of Minnesota, that the donations
received in the fourth quarter of the 2024 fiscal year, listed in this resolution, and
totaling $15,250 be accepted on behalf of the city operations that they were
designated to support, with the sincere thanks of the City Council.
Passed this 1st day of May 2024.
__________________________
Myron Bailey, Mayor
Attest:
___________________________
Tamara Anderson, City Clerk
1
City Council Action Request
7.K.
Meeting Date 5/1/2024
Department Administration
Agenda Category Action Item
Title Labor Negotiations Professional Services Agreement
Staff Recommendation Approve the attached professional services agreement and
authorize the City to expend approximately $30,000 on the legal
services of Barna, Guzy & Steffen for the purposes of 2025 labor
contract negotiations.
Budget Implication $30,000 - Self Insurance Fund
Attachments 1. Memo - Labor Negotiations
2. Cottage Grove Letter Agreement_2025 Labor Negotiations (Scott Lepak) Signed 4.24.24
Background
Since before 2005, the City has used attorney Scott Lepak for labor issues as the arise. Mr.
Lepak is an attorney with the law firm Barna, Guzy & Steffen. The issues include labor contract
grievances, mediation and arbitration. Mr. Lepak represents many cities and counties in
Minnesota for these purposes. Fortunately, the City has not had to use Mr. Lepak much for these
purposes in the last several years.
All four labor contracts expire at the end of 2024. They are Cottage Grove Professional
Firefighters Association, IAFF Local 2570; Internation Union of Operating Engineers, Local 49;
Cottage Grove Police Officers Federation; and Law Enforcement Labor Services, Local 138-
Police Sergeants. Administration believes that having Mr. Lepak be the lead negotiator for the
2025 labor contracts will be beneficial to all parties involved. It is estimated that his legal services
will be approximately $30,000. Staff proposes to use the self-insurance fund for these expenses.
Action Requested
Approve the attached professional services agreement and authorize the City to expend
approximately $30,000 on the legal services of Barna, Guzy & Steffen for the purposes of 2025
labor contract negotiations.
To:Honorable Mayor and City Council Members
From:Joe Fischbach, HR Manager
Date:April 25, 2024
Subject:Professional Services Agreement for Labor Negotiations Memo
1
City Council Action Request
7.L.
Meeting Date 5/1/2024
Department Parks and Recreation
Agenda Category Action Item
Title Ebert Final Payment - Glacial Valley Park Building
Staff Recommendation Authorize resolution 2024-066 approving final payment to Ebert
Construction in the amount of $23,464.68 for the Glacial Valley Park
Building Project.
Budget Implication $23,464.68 from Glacial Valley Park funds.
Attachments 1. Memo - Ebert Final Payment
2. Resolution
3. Closeout Docs
To:Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From:Zac Dockter, Parks and Recreation Director
Date:April 19, 2024
Subject:Glacial Valley Park – Ebert Construction Final Payment
Introduction/Background
Ebert Construction is the carpentry contractor for the Glacial Valley Park Building Project. The contract
with Ebert Construction is held directly by the City of Cottage Grove. The original contract sum with
Ebert Construction was for $363,300.00. City Council authorized change orders in the amount of
$4,320.72 bringing the total contract sum to $367,620.72. $344,156.04 has been paid on the contract
to date.
Ebert Construction’s work has been completed satisfactorily on this project and has supplied the
appropriate contract closeout documentation. Staff is recommending final payment for the amount of
$23,464.68.
Staff Recommendation
Authorize resolution 2024-066 approving final payment to Ebert Construction in the amount of
$23,464.68 for the Glacial Valley Park Building Project.
RESOLUTION NO. 2024-066
RESOLUTION APPROVING FINAL PAYMENT TO EBERT CONSTRUCTION
IN THE AMOUNT OF $23,464.68 FOR CONTRACTED CARPENTRY WORK
AT THE GLACIAL VALLEY PARK BUILDING PROJECT
WHEREAS, the City of Cottage Grove contracted Ebert
Construction for carpentry work for the Glacial Valley Park Building
Project in the amount of $363,300.00; and
WHEREAS, change orders were authorized by the City Council in
the amount of $4,320.72 bringing the total contract sum to $367,620.72;
and
WHEREAS, the City has made previous contract payments to Ebert
Construction in the amount of $344,156.04; and
WHEREAS, Ebert Construction’s work is completed satisfactorily in
accordance to the contract and has supplied the appropriate contract
closeout documentation.
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of
Cottage Grove, County of Washington, State of Minnesota, that the City of
Cottage Grove approves final payment to Ebert Construction in the amount of
$23,464.68 for contracted electrical work at the Glacial Valley Park Building
Project.
Passed this 1st day of May 2024.
__________________________
Myron Bailey, Mayor
Attest:
___________________________
Tammy Anderson, City Clerk
1
City Council Action Request
7.M.
Meeting Date 5/1/2024
Department Parks and Recreation
Agenda Category Action Item
Title Wildcat Final Payment - Glacial Valley Park Building
Staff Recommendation Authorize resolution 2024-067 approving final payment to Wild Cat
Cleaning Service, LLC in the amount of $318.95 for the Glacial
Valley Park Building Project.
Budget Implication $318.95 from Glacial Valley Park funds.
Attachments 1. Memo - Wildcat Final Payment
2. Resolution
3. Closeout Docs
To:Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From:Zac Dockter, Parks and Recreation Director
Date:April 19, 2024
Subject:Glacial Valley Park – Wild Cat Cleaning Service, LLC Final Payment
Introduction/Background
Wild Cat Cleaning Service, LLC is the cleaning contractor for the Glacial Valley Park Building Project.
The contract with Wild Cat Cleaning Service, LLC is held directly by the City of Cottage Grove. The
original contract sum with Wild Cat Cleaning Service, LLC was for $6,379.00 with no change orders.
$6,060.05 has been paid on the contract to date.
Wild Cat Cleaning Service, LLC work has been completed satisfactorily on this project and has supplied
the appropriate contract closeout documentation. Staff is recommending final payment for the amount
of $318.95.
Staff Recommendation
Authorize resolution 2024-067 approving final payment to Wild Cat Cleaning Service, LLC in the
amount of $318.95 for the Glacial Valley Park Building Project.
RESOLUTION NO. 2024-067
RESOLUTION APPROVING FINAL PAYMENT TO WILD CAT CLEANING
SERVICE, LLC IN THE AMOUNT OF $318.95 FOR CONTRACTED CLEANING
SERVICES AT THE GLACIAL VALLEY PARK BUILDING PROJECT
WHEREAS, the City of Cottage Grove contracted Wild Cat
Cleaning, LLC for cleaning services for the Glacial Valley Park Building
Project in the amount of $6,379.00; and
WHEREAS, no change orders were made to this contract; and
WHEREAS, the City has made previous contract payments to Wild Cat
Cleaning, LLC in the amount of $6,060.05; and
WHEREAS, Wild Cat Cleaning, LLC’s work is completed
satisfactorily in accordance to the contract and has supplied the
appropriate contract closeout documentation.
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of
Cottage Grove, County of Washington, State of Minnesota, that the City of
Cottage Grove approves final payment to Wild Cat Cleaning, LLC in the amount
of $318.95 for contracted cleaning services at the Glacial Valley Park Building
Project.
Passed this 1st day of May 2024.
__________________________
Myron Bailey, Mayor
Attest:
___________________________
Tammy Anderson, City Clerk
1
City Council Action Request
7.N.
Meeting Date 5/1/2024
Department Community Development
Agenda Category Action Item
Title Zoning and Sign Code Amendments
Staff Recommendation 1) Adopt Ordinance No. 1081 amending Title 11, Zoning
Regulations, subject to minor modifications by the City Attorney. 2)
Adopt Ordinance No. 1082 repealing section 11-3-14, Signs, and
replace with the enactment of Title 12 Sign Code, subject to minor
modifications by the City Attorney.
Budget Implication N/A
Attachments 1. Zoning & Sign Code Amendments CC Memo
2. Zoning & Sign Code Amendments Ordinance No. 1081 - Zoning Regulations
3. Zoning & Sign Code Amendments Ordinance No. 1082 - Sign Code
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Mike Mrosla, Senior Planner
DATE: April 24, 2024
RE: Zoning Code Amendments and Sign Code Repeal and Replace
Introduction
The City of Cottage Grove is requesting to amend sections of City Code Title 11, Zoning Regula-
tions, and move repeal code section 11-3-14, Signs and enacting Title 12 Sings.
Background
The City of Cottage Grove previously adopted an entirely revised zoning code in December 2022.
Since its implementation city staff has identified sections of the code that required minor correc -
tions and clarifying language to ensure clarity in interpretation. Staff is also proposing to reduce
the minimum lot width requirement from 55 to 45 feet in the R -4, Transitional Residential District,
and is adding language that is intended to streamline the review process for accessory structures
in the MRCCA.
City Council Workshop
Staff presented the proposed zoning amendments to the City Council at their April 3, 2024, work -
shop session. At that time, Council provided feedback on the proposed modification and shared
their support for the amendments.
Planning Commission
At its April 22, 2024, meeting the Planning Commission reviewed this request and held a public
hearing. Planning Commissioners had general inquiries about impervious surface coverage in-
creases and impacts of smaller lot sizes to the building code. One resident participated in the
public hearing and provided written questions that asked for clarification on some of the proposed
amendments. The Planning Commission Chair moved to add the written questions into the official
record and then staff provide responses and clarifications to the resident’s inquiries. After hearing
the testimony and discussion, the Planning Commission unanimously (7 -to-0 vote) recommended
approval of the zoning code amendments.
Zoning Code Update
The majority of the proposed amendments are administrative and formatting; however, the more
substantial amendments with findings of support are listed below:
1. Add back the historic properties conditional use permit parameters and standards to
Section 11-2-18.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 2 of 15
Finding: The Historic Properties Conditional Use Permit (HPCUP) was removed as part
of the zoning code update. At the time, staff believed the underlying zoning code was suf -
ficient to regulate proposed and existing uses on historic properties. However, upon imple-
menting the underlying zoning code standards on historic properties, it has been
determined that the HPCUP standards and parameters are necessary in order to provide
effective standards that apply to these unique properties. The proposed HPCUP closely
mirrors the language that was in the code previously with minor updates which include
clearly and concisely outlining the standards, allowed uses, and process for obtaining an
HPCUP. The city currently has 19 properties on the local and national historical register
and the proposed language would be used to regulate these properties.
2. Allow accessory structures to be constructed in front yards when properties are impacted
by bluffs in the rear yard and are adjacent to the Mississippi River and located within the
Mississippi River Corridor Critical Area Overlay (MRCCA).
• 11-3-5.F.7 Detached accessory garages over 400 square feet may be located in the
front yard between the dwelling and front property line on properties located adjacent
to the Mississippi River or are impacted by bluffs within the Mississippi River Corridor
Critical Area Overlay (MRCCA) provided all of the following are met:
a) Detached accessory garages shall meet the underlying zoning district’s develop -
ment standards and shall not be located within the minimum front yard setback.
b) Exterior materials including color and roof material of detached garages and acces-
sory structures shall match or complement the existing primary residential structure
and shall conform to all other requirements of the underlying zoning district.
c) No other accessory structures are permitted in the front yard.
Finding: City code currently requires detached garages and accessory structures to be
located behind the principal structure; however, constructing an accessory structure behind
the principal structure on lots adjacent to the Mississippi River may not be achievabl e due
to the river setback and MRCCA standards. Upon review, at least nine properties located
adjacent to the Mississippi River have received approvals to construct detached accessory
garages in front of the principal structure. The same is true for properties impacted by bluffs
in the MRCCA. Upon review, at least six properties impacted by bluffs that have previously
received approvals to construct detached accessory garages in front of the principal struc-
ture. Instead of going through the variance process for these multiple properties that have
clear practical difficulties, staff is proposing to permit detached accessory garages over
400 square feet to be constructed in the front yard if the property is ad jacent to the
Mississippi River and meets all other applicable zoning standards. The proposed language
was provided to the Minnesota Department of Natural Resources (DNR) on April 10, 2024,
to ensure compliance with the MRCCA and other standards. The DNR responded on April
10, 2024, that the proposed language doesn’t require formal DNR approval and is
approved.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 3 of 15
Properties with detached accessory garages in front of the principal structure
Properties impacted by bluffs and the MRCCA bluff setback
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 4 of 15
3. Update impervious surface coverage percentages for R districts and title the table line the
same for all R districts to be consistent:
▪ 11-7-3: R-3
o 11-7-3.G: change “maximum impervious surface” to “Maximum impervious
surface coverage”
o 11-7-3.G: Change maximum impervious surface coverage from 35% to 40%
▪ 11-7-4: R-4
o 11-7-4.F: change “maximum impervious surface” to “Maximum impervious
surface coverage”
o 11-7-4.F: change maximum impervious surface coverage from 40% to 50%
▪ 11-7-5: R-5
o 11-7-5.F: change “maximum site coverage” to “Maximum impervious surface
coverage”
o 11-7-5.F: change maximum impervious surface coverage from 40% to 50%
▪ 11-7-6: R-6
o 11-7-6.F: change “maximum site coverage” to “Maximum impervious surface
coverage”
o 11-7-6.F: change maximum impervious surface coverage from 50% to 65%
Finding: Impervious surface standards for all residential districts were new to the R -2
through R-6 zoning districts in the 2022 code update. After implementing the new imper -
vious surface standards over the past year, it is clear that the current surface maximums
were set too low, which limits the use of residential properties to support accessory struc -
tures and patios. Staff is proposing to increase the impervious surface amou nts by 10 to
15 percent depending on the zoning district and lot sizes. The proposed permitted imper -
vious coverage on residential lots allows better alignment with the built environment. The
proposed increases are consistent with the City’s Surface Water Management Plan.
4. Update trash enclosure materials
▪ 11-3-8.C: The trash enclosure shall be consistent with materials found on the principal
structure.
Finding: The previous code, prior to the 2022 update, required trash enclosures be con -
structed using the same or similar materials as the principal structure. The intent in the new
code was to maintain this standard; however, this language was not carried through , and
staff is proposing to clarify the language. The proposed code requires trash enclosures for
commercial, industrial, multi-family, and mixed-use properties to use materials that are
consistent with the materials used on the principal structure.
5. Allow Educational Facility uses in R-5 and R-6 districts as a Conditional Use.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 5 of 15
▪ 11-7-5 D. 8 and 11-7-6 D.8 Educational facilities including but not limited to, public and
private elementary, middle, junior high, and senior high schools, provided that no build -
ing shall be located within fifty feet (50') of any lot line abutting an R district.
Finding: City code currently does not allow for educational facilities in the R-5 or R-6
zoning districts. Staff is proposing to allow educational facilities in these districts for con -
sistency among the residential districts in the Metropolitan Urban Service Area (MUSA).
6. Clarify site plan review procedure and submittal requirements.
▪ Update first line in 11-2-4 to be “A” and read as follows:
A. Purpose: The purpose of this section is to establish a formal site plan review pro ce-
dure and provide regulations pertaining to the enforcement of site design stand ards
consistent with the requirements of this section. The site plan review enables the
city council to ensure that the applicant has made adequate provi sions for utilities
(sewer, water, and stormwater), traffic (off-street parking, circulation, access), safety
precautions (lighting, pedestrian sidewalks, traffic control signs), and amenities (ex-
terior design, landscaping, and screening). A site and building plan review shall be
required for all proposed new construction and substantive changes, as determined
by the Community Development Director, to approved site plans or existing devel -
oped sites.
B. Exemptions: The following shall be exempt from the foregoing requirements:
1. Agricultural uses in the AG-1 and AG-2 Zoning Districts, with the exception of
nurseries, greenhouses, and tree farms.
2. Single family detached dwellings.
3. Single family attached dwellings.
Finding: City code currently does not clearly state what development and/or improvements
require site plan review approvals. The proposed language clarifies the parameters at
which time an official site plan review process would be required. The proposed language
recognizes if minimal site adjustments are being proposed, a formal site plan review pro -
cess may not be necessary. This change would better support commercial and industrial
projects to potentially be more streamlined. If major alterations to the site or building are
proposed, the site plan review process is necessary and would follow the cur rent process.
7. Add Places of worship and religious institutions as conditional uses in R -2, Residential
Estate Zoning District
▪ 11-7-2.D.10: add “places of worship and religious institutions”
Finding: Given all other residential zoning districts allow for places of worship and religious
institutions, staff is proposing to be consistent and add the use in the R-2, Residential
Estate Zoning District.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 6 of 15
8. Remove language stating that accessory structures cannot exceed the footprint of the
principal structure.
▪ 11-3-5A.1: remove “or greater in footprint than the principal structure.”
Finding: Staff is proposing to remove the requirement that accessory structures cannot
exceed the footprint of the principal structure. This current requirement is not consistent
with the built environment as there are numerous detached garages and accessory struc -
tures in the community that are larger than the principal structure. This is most prevalent in
the Thompson Grove development and in rural areas of the community. Staff is comfortable
removing the standard as numerous other checks and balances are in place to limit the
size of an accessory structure so that these structures remain complementary to the prin -
cipal structure. Impervious surface maximums, setbacks, maximum square footage
allowed, maximum height, not allowing accessory structures in front of the principal struc -
ture, and other factors will require that accessory structures remain as accessory to the
principal structure and are not the focal point of a residential lot.
Example of accessory structures larger than the principal structure
9. Reduce lot width standard in R-4, Transitional Residential Zoning District.
▪ 11-7-4 F.1: Lot Width: 45 feet
Finding: The current minimum lot width is 55 feet in the R-4 zoning district for a single-
family lot. The original intent of creating the Transitional Residential Zoning District was to
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 7 of 15
allow for smaller single-family lots and for the development of “missing middle housing”
such as two-family and other complementary dwellings such as quadplex and townhomes.
This district fits between the standard single-family developments (R-3) and the dense
townhome or high-density developments (R-5 and R-6) and because of that, it is proposed
to be located adjacent to arterial streets and/or where property is adjacent to higher inten -
sity development. Since the new zoning code was adopted, the City Council has reviewed
and approved 45-foot wide lots in Graymont Village and Mississippi Landing to provide for
a diversity of housing within the community. In addition, the reduction in lot width would
better align with and be consistent with current development trends as Pulte and other
developers are looking at these lot sizes This is important because it positions the City in
a place that allows for the standards of the zoning district to be prevalent, thus resulting in
less Planned Unit Development (PUD) approvals being automatically required due to de -
velopment trends and changes in lot widths. Furthermore, allowing the zoning district
standards to prevail results in less risk for the developer as the standards for development
are clear and achievable.
R-4 Zoning implementation adjacent to a major roadway and more intense land use
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 8 of 15
Sign Code Update
Background
The sign code was not a part of the 2022 zoning code update and hasn’t been formally reviewed
or updated since 2014. However, during the 2022 zoning code update, staff relocated the sign
code from Title 9, Building Regulations, to Section 11 -3-14 of the zoning code. The intent of the
update was to bring the sign code into conformance with the revised zoning code and current sign
laws. Staff also formatted the code to align with the format of the zoning code to ensure clarity
and readability. The proposed amendments are intended to simplify the code for ease of interpre-
tation and implementation. Staff have worked closely with the City Attorney to ensure the pro-
posed sign code is legally binding and enforceable. Staff is also proposing to remove the sign
code from the zoning code (Title 11) to its own section that will allow for ease of use and any
future revisions.
City Council Workshop Session
Staff presented the proposed sign code amendments to the City Council at their February 21 and
April 3, 2024, workshop sessions. At that time, the City Council provided feedback and shared
their support for the proposed amendments. The City Council also supported removing the sign
code from the zoning code to its own section.
Planning Commission
At its April 22, 2024 meeting the Planning Commission reviewed the request to remove the sign
code from the zoning code and held a public hearing. No one spoke to the sign code at the public
hearing. The Planning Commission unanimously (7-to-0 vote) recommended approval of remov-
ing the sign code out of the zoning code and to Title 12.
Sign Code Update
The majority of the proposed amendments are reformatting and administrative; however, the more
substantial amendments with findings of support are listed below.
Definition Updates
1. Add a definition for multiple building commercial or industrial centers.
▪ COMMERCIAL OR INDUSTRIAL SHOPPING AREA OR BUILDING COMPLEX: A de-
velopment of industrial or commercial buildings, tenants, or uses, in close proximity that
are intended to function in a joint manner, regardless of sequence of build -out. Charac-
teristics of a shopping area or building complex may include, but are not limited to,
shared parking facilities, joint access, and common building design. A shopping area
or building complex may include multiple tenants or multiple owners, freestanding pad
buildings, and may be situated on one or more lots or parcels or other factors as deter -
mined by City Staff. Buildings within shopping areas.
Finding: The current code does not contain a definition or sign standards for multiple build -
ing commercial and/or industrial complexes. The proposed definition is intended to de -
scribe developments and sites in a commercial or industrial area with multiple buildings.
By adding the proposed definition and standards (stated below in this report) for these
complexes, businesses will be encouraged to work together on joint monument si gnage
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 9 of 15
where practical that would otherwise be considered off premises and prohibited by current
code standards.
2. Added temporary event sign definition.
▪ TEMPORARY EVENT SIGN: Any activity having a specific duration or the end of which
is related to a specific action. Temporary events include such activities as: festivals,
open houses, garage sales, sales, and athletic events.
Finding: The current code does not differentiate between temporary signs and temporary
event signs. The intent of adding this definition is to provide a definition for signs related
specifically to events. By adding this definition and standards (stated below in t his report)
staff will be able to regulate temporary signs related to events such as festivals, open
houses, garage sales, sales, and athletic events because all the events are based on a
certain manner, time and place.
Exceptions from Sign Permit Updates:
1. Added standards for noncommercial yard signs:
▪ 12-1-5B.7.c. Noncommercial Yard Signs:
a) Maximum of 2 signs per property.
b) Each sign may be no larger than 6 square feet.
c) Signs may not be in the right of way.
Finding: A noncommercial sign is a sign that is displayed for a limited period of time and
does not contain commercial speech but promotes a message concerning political, reli-
gious, social, ideological, public service, or informational topics. The intent of defining these
signs and adding standards allows for residents to place noncommercial speech signs
within their yard, while also providing standards that promote public safe ty.
2. Added standards for temporary noncommercial event signs:
▪ 12-1-5B.7.d Temporary Noncommercial Event Signs such as garage/yard sales, com -
munity events, graduations, youth sports registration, and similar type signs.
1. The maximum size of signs shall be six square feet in area and no more than three
feet in height.
2. The sign shall only be displayed no more than ten (10) days prior to the event and
must be removed within 24 hours after the event is completed.
3. Signs shall not be located in the right of way.
4. Signs must be for event locations within the City of Cottage Grove.
5. The person responsible for the sign’s placement must have the permission of the
property owner where the sign is erected.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 10 of 15
Finding: The intent of adding the above standards is to ensure equal enforcement of tem -
porary noncommercial event signs. These types of signs relate to specific events and in
order to be legal must meet the standards stated above which generally include specific
end dates.
Sign District Standards Updates
In order to better align with the format of the zoning code and ensure clarity and readability, staff
is proposing to have independent sign standards based on the four primary land uses (agriculture,
residential, commercial, and industrial). Currently the sign code breaks the four primary land uses
into two separate sections of standards: 1 ) Residential and Agricultural Districts 2) Business and
Industrial Districts. The result of the current sign code format is difficult readability as some of the
standards do not pertain to the specific sign district. Staff’s proposal to separate the land uses
into their own sign district standards will result in standards that clearly pertain to the given district
and ensure easier readability for residents, developers, and permit applicants. Furthermore, this
will result in easier and equal enforcement of signs throughout the community.
Listed below are the proposed changes to each of the primary land uses, which are broken into
their own sign district. Unless noted specifically below, the remainder of the sign code standards
are unchanged.
12-1-8 Agriculture District Sign Standards Updates:
1. Created standards and added a definition for farm identification signs.
Finding: The current code provides standards for an area identification sign for both agri-
cultural and residential properties. Staff has added a definition for a farm identification sign
and provided standards for these signs that pertain to agricultural properties specifically. A
farm identification sign identifies the farms or property owners name and is generally
located by the driveway access to the farm.
2. Created setback standards for monument signs specifically for places of worship, parks,
schools, and other nonresidential buildings. The monument signs for these buildings shall
be located at least three (3) feet from any property line and prohibited in public rights of
way.
3. Removed the minimum lot size requirement for temporary signs.
Finding: The current code requires that agricultural lots be a minimum of three (3) acres
in size in order to receive a temporary sign permit. Staff has removed this acre minimum
to better align with the temporary sign standards proposed for the other districts.
4. Require a temporary sign permit for all nonresidential temporary signs.
Finding: The current code does not require temporary sign permits. Staff added this
requirement for consistency between districts.
5. Permit temporary signs to be either securely fastened to poles on the property the business
is located or attached to the principal structure.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 11 of 15
Finding: The current code only allows for temporary signs to be attached to the principal
structure. Staff is proposing to allow temporary signs to be either fastened to poles on the
same property the business is located or attached to the principal structure. Sta ff has found
that specific events such as the Tank Farm corn sale and Vintage Snowmobile Show and
Swap banners are attached to poles as no buildings are present on these sites.
6. Reduced the number of times a temporary sign permit can be issued per year to be con -
sistent with the other sign districts.
Finding: The current code allows for nine (9) temporary sign permits to be obtained per
property within one calendar year. Staff is proposing to allow a property to obtain four (4)
temporary sign permits within one calendar year. Each temporary sign permit is valid for a
period of 15 days, which is unchanged from the previous code.
Residential District Sign Standards Updates
1. Created setback standards for entrance monument signs: shall be located at least three
(3) feet from any property line and prohibited in public rights of way.
Finding: The current code is silent on setbacks for entrance monument signs. Staff is
proposing to add a setback of three (3) feet from property lines in order to create a clear
and equal standard.
2. Allow for wall signs on apartment buildings and create additional wall sign standards for
the district.
▪ 12-1-9 C. Wall signs.
1. Area. Maximum allowable area of 70 square feet.
2. Location. Wall signs may be placed only on walls facing the street frontage.
3. Lighting. Signs shall not be internally illuminated.
Finding: The current code allows for wall signs on nonresidential buildings at a maximum
of 50 square feet. Staff felt that apartment buildings should be included as long as they are
not internally lit and are on walls with street frontage.
3. Included multi-family apartment buildings in the temporary sign standards.
Finding: The current code requires residential lots be a minimum of three (3) acres in size
in order to receive a temporary sign permit. Staff is proposing to allow properties with multi-
family apartment buildings to receive a temporary sign permit.
4. Removed the minimum lot size requirement for multi -family and nonresidential temporary
signs.
Finding: The current code requires residential lots be a minimum of three (3) acres in size
in order to receive a temporary sign permit. Staff is proposing to allow properties with multi-
family apartment buildings and other nonresidential uses to be allowed to obt ain a sign
permit.
5. Permit temporary signs to be either securely fastened to poles on the property nonresiden -
tial use is located or attached to the principal structure.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 12 of 15
Finding: The current code only allows for temporary signs to be attached to the principal
structure. Staff is proposing to allow temporary signs to be either fastened to poles on the
same property the business is located or attached to the principal structure.
6. Require a temporary sign permit for all multifamily and nonresidential temporary signs.
Finding: The current code does not require temporary sign permits. Staff added this
requirement for consistency between districts.
7. Reduced the number of times a nonresidential temporary sign permit can be issued per
year to be consistent with the other sign districts.
Finding: The current code allows for nine (9) temporary sign permits to be obtained per
property within one calendar year. Staff is proposing to allow a property to obtain four (4)
temporary sign permits within one calendar year. Each temporary sign permit is valid for a
period of 15 days, which is unchanged from the previous code.
8. Allow for nonresidential properties to have an option to have either four six (6) square foot
yard signs or one 32 square foot weatherproof banner.
Finding: The City Council wanted to allow commercial and nonresidential properties to
have an option of yard signs or banners. Prior to placement of the yard signs tenants and/or
property owners are required to obtain a temporary sign permit and only one permit may
be issued per property.
Commercial District Sign Standards Updates
1. Removed pylon signs as a permitted sign type.
Findings: The current code allows for pylon signs with standards that are difficult to attain.
Over the years, Council has stated monument signs are more desirable from an aesthetic
and public safety standpoint; therefore, staff is proposing removal of pylon signs as a
permitted sign type.
2. Added a provision for properties in a commercial building complex to choose to have a joint
monument sign(s) with the businesses in the complex or choose to opt out of the joint
monument sign and have their own monument sign within their property boundary.
Findings: The current code requires a comprehensive sign plan be submitted and ap -
proved in order to have a joint monument sign. Staff is proposing to allow for businesses
within a commercial complex to opt into a joint monument sign displaying the businesses
within the complex or their own monument sign. This change results in businesses that are
part of a complex but are not on the heavily trafficked street to have the same signage as
the other businesses in the complex. In addition, the change also results in businesses not
needing to secure separate comprehensive sign plan approvals.
3. Increased the height of all monument signs from 10 to 15 feet for consistency of previously
proposed and approved monument signs in the community.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 13 of 15
Findings: Staff is proposing to increase the maximum height of monument signs to 15
feet. The increase in height will provide consistency between previously approved monu -
ment signs and recently proposed monument signs within the community.
4. Added the provision that the base of the monument sign shall be constructed of Class I
materials that compliment those used on the building(s) for which the sign is located.
Findings: Current code does not have material requirements for bases of monument
signs. Staff is proposing to require the base of a monument sign complement the principal
structure and be constructed of Class I materials as listed in the architectural classifications
table in Title 11. The proposed change would result in more aesthetically pleasing monu -
ment signs throughout the community and clear standards for applicants and property
owners.
5. Created setback standards for monument signs: shall be located at least three (3) feet from
any property line and prohibited in public rights of way.
Findings: The current code is silent on setbacks for monument signs. Staff is proposing
to add a setback of three (3) feet from property lines in order to create a clear and equal
standard.
6. Increased the number of days a temporary sign permit can be secured for a new business,
reopening of an existing business, or store closing.
Findings: The current code allows for a new business, reopening of an existing business,
or store closing to display a temporary sign for no more than fifteen (15) days within a
calendar year. Staff is proposing to increase the number of days from fifteen (15) to t hirty
(30) days.
7. Allow for commercial properties to have an option to have either four six (6) square foot
yard signs or one 32 square foot weatherproof banner.
Finding: The City Council wanted to allow commercial and nonresidential properties to
have an option of yard signs or banners. Prior to placement of the yard signs , tenants
and/or property owners are required to obtain a temporary sign permit and only one permit
may be issued per property.
Industrial District Sign Standards Updates
1. Removed pylon signs as a permitted sign type.
Findings: The current code allows for pylon signs with standards that are difficult to attain.
Over the years, Council has stated monument signs are more desirable from an aesthetic
and public safety standpoint; therefore, staff is proposing removal of pylon signs as a per-
mitted sign type.
2. Added a provision for properties in an industrial building complex to choose to have a joint
monument sign(s) with the businesses in the complex or choose to opt out of the joint
monument sign and have their own monument sign.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 14 of 15
Findings: Similar to commercial signs, the current code requires a comprehensive sign
plan be submitted and approved in order to have a joint monument sign. Staff is proposing
to allow for users within an industrial complex to opt into a joint monument sign displaying
the businesses within the complex or their own monument sign. This change results in
businesses that are part of a multi-building development complex but are not on the heavily
trafficked street to have the same signage as the other businesses in the complex. In
addition, the change also results in businesses not needing to secure separate compre -
hensive sign plan approvals.
3. Created setback standards for monument signs: shall be located at least three (3) feet from
any property line and prohibited in public rights of way.
Finding: The current code is silent on setbacks for monument signs. Staff is proposing to
add a setback of three (3) feet from property lines in order to create a clear and equal
standard.
4. Allow for internal site directional signs up to 12 square feet without a permit.
Finding: The current code allows for directional signs up to four (4) feet in size without a
permit. Staff is proposing to increase the maximum size of internal directional signs per -
mitted without a permit to twelve (12) square feet in size. This increase in size better aligns
with the built environment and proposed directional signs with today’s industrial develop -
ment site sizes.
5. Reduced the number of building size sign categories from three to two and removed the
minimum size requirement.
Principal Structure Size
(Gross Square Feet)
Individual Wall Sign Calculation
100,001+ square feet 200 square feet
Less than 100,000 square
feet
150 square feet
Finding: The current code contains building size categories for buildings less than 20,000
square feet and had a maximum sign area of 100 square feet. Staff is proposing to remove
this category and have two sign categories. The two proposed sign categories are bas ed
on the square footage of tenant space within industrial buildings. The result will create
consistent and equal standards for buildings within the industrial districts. Furthermore, the
two sign categories will result in uniformity and proportionate sign s on industrial building
walls.
6. Increased the number of days a temporary sign permit can be secured for a new business,
reopening of an existing business, or store closing.
Finding: The current code allows for a new business, reopening of an existing business,
or store closing to display a temporary sign for no more than fifteen (15) days within a
calendar year. Staff is proposing to increase the number of days from fifteen (15) to t hirty
(30) days.
Honorable Mayor, City Council, and Jennifer Levitt
Zoning Amendments and Sign Code Repeal and Replace
April 24, 2024
Page 15 of 15
7. Allow for commercial properties to have an option to have either four six (6) square foot
yard signs or one 32 square foot weatherproof banner.
Finding: The City Council wanted to allow commercial and nonresidential properties to
have an option of yard signs or banners. Prior to placement of the yard signs tenants
and/or property owners are required to obtain a temporary sign permit and only one permit
may be issued per property.
Repeal 11-3-14, Signs and Enacting Title 12, Sign Code
During the 2022 zoning code update, staff moved the sign code from Title 9, Building Regulations,
to Section 11-3-14 of the zoning code; however, staff is now proposing to repeal Section 11-3-14
and replace it with Title 12, Sign Code. The motion of removing the sign code from the zoning
code (Title 11) to its own section (Title 12) will allow for ease of use and any future revisions.
Given the proposed sign code would be moved out of the zoning code as it has been historically,
the Planning Commission would no longer be the authority related to sign permits, comprehensive
sign plans etc. These proposals would be administratively reviewed; therefore, creating a stream -
lined review and approval process for signage meeting the City’s minimum standards.
Sign Code Community Outreach Plan
Staff is proposing a detailed community outreach plan. In order to effectively and practically im -
plement the proposed revisions, staff will be focusing on educating community stakeholders prior
to enforcement. This will allow stakeholders to be aware and allow time to understand the revi-
sions and how they might apply to their situation or property.
Residential outreach will be completed through CG Reports and social media posts on the city’s
accounts. Businesses will be reached through a mailing to the business that will include a bro -
chure about the new sign code standards. In addition, both busines ses and residents will be
reached through a webpage located within the city’s website that details key revisions to the sign
code, practical application, and a frequently asked question section.
Public Hearing Notices
The public hearing notice was published in the Pioneer Press on April 10, 2024. Staff has not
received any comments.
Recommendation
The City Council is recommended to adopt Ordinance No. 1081 amending Title 11, Zoning
Regulations, and adopt Ordinance No. 1082 repealing section 11-3-14, Signs, and replace with
the enactment of Title 12 Sign Code, subject to minor modifications by the City Attorney.
Prepared by:
Mike Mrosla
Senior Planner
Attachment:
A. Ordinance 1081 City Code Title 11, Zoning Regulations
B. Ordinance 1082 Repealing and Enacting Sign Code
CITY OF COTTAGE GROVE, MINNESOTA
ORDINANCE NO. 1081
AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA, AMENDING
VARIOUS SECTIONS OF THE CODE OF THE CITY OF COTTAGE GROVE,
TITLE 11, THE ZONING CODE
The City Council of the City of Cottage Grove, Washington County, Minnesota,
does hereby ordain as follows:
SECTION 1. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 1, Section 11-1-3.A. shall be
amended by adding or amending the following definitions:
ACCESSORY GARAGE: An uninhabitable accessory building having walls and a
roof which is used for the storage of motor vehicles and other items owned by the
occupants of the principal building.
ACCESSORY STRUCTURE: An uninhabited subordinate building or structure that is
detached from the principal structure on the same lot, the use of which is subordinate to
the principal use on the property.
GARAGE PRIMARY, ACCESSORY: An A detached accessory building structure or
portion of a principal building having walls and a roof which is used fordesigned for the
storage of motor vehicles and other items owned by the occupants of the principal
building.
SECTION 2. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 2, Section 11-2-4.A. shall be
amended as follows:
§ 11-2-4: SITE PLAN REVIEW:
A. A Site Plan Review is required for construction of a new building or construction
that results in the enlargement of an existing building or modification to exterior building
materials or an expansion or alteration of the parking lot.The purpose of this section is
to establish a formal site plan review procedure and provide regulations pertaining to
the enforcement of site design standards consistent with the requirements of this
section. The site plan review enables the city council to ensure that the applicant has
made adequate provisions for utilities (sewer, water, and stormwater), traffic (off-street
parking, circulation, access), safety precautions (lighting, pedestrian sidewalks, traffic
control signs), and amenities (exterior design, landscaping, and screening). A site and
building plan review shall be required for all proposed new construction and substantive
changes, as determined by the Community Development Director, to approved site
plans or existing developed sites.
SECTION 3. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 2, Section 11-2-4.C. shall be
amended as follows:
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 2 of 21
C. Exempt from site plan review. Except in those cases specifically cited within this
Section, the following shall be excepted from the requirements of this Section and shall
be processed through the building permit review process:
1. Single-family dwellings and accessory structures;
2. Recreational structures and buildings in public parks.
3. Agricultural uses in the AG-1 and AG-2 Zoning Districts, with the exception of
nurseries, greenhouses, and tree farms.
SECTION 4. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 2, Section 11-2-4.D.4.t. shall be
amended as follows:
D. Required site plan application information and materials. The following information
and materials shall be required for the application:
4. Accurate and to-scale development plans for the project area, the number of
which to be provided as indicated on the application form, including the following
minimum information:
t. Locations of exterior storage (City Code Section 11-3-7), trash enclosures (City
Code Section 11-3-8), outside mechanical equipment (City Code Section 11-3-9) and
signage (City Code Section 11-3-14Title 12), if applicable.
SECTION 5. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 2, Section 11-2-7.A. shall be
amended as follows:
§ 11-2-7: CONDITIONAL ADMINISTRATIVE USE PERMITS ADMINISTRATIVE
CONDITIONAL USE PERMIT:
A. Purpose. The purpose of this section is to establish efficient regulations and
procedures for the processing and consideration of certain uses and activities allowed
by conditional administrative permit. Administrative Conditional Use Permits Conditional
administrative permits are intended to be an efficient and cost-effective permitting
process for uses and activities that do not require the scrutiny and discretion of a
conditional use permit.
SECTION 6. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 2, Section 11-2-7.B.1. shall be
amended as follows:
B. Procedure. The procedure for administrative conditional administrative use
permits is as follows:
1. Requests for administrative conditional administrative use permits, as provided
within this Chapter, shall be filed with the Community Development Director on an
official application form and contain all of the information required in City Code Section
11-2-7.C.
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 3 of 21
SECTION 7. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 2, Section 11 -2-8.D.2. shall be
amended as follows:
§ 11-2-8: CONDITIONAL USE PERMITS:
D. Findings.
2. The Planning Commission and City staff may request additional information from
the applicant concerning operational factors or to retain expert testimony with the
consent and at the expense of the applicant deemed necessary to establish
performance conditions in relation to all pertinent sections of this Title.
SECTION 8. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 2, Section 11 -2-12 shall be amended
as follows:
§ 11-2-12: LAPSE:
Approval of a site plan, variance, administrative conditional administrative use permit,
and conditional use permit shall lapse and become null and void one (1) year following
the date on which the approval was granted, unless prior to the expiration of the one (1)
year the work or improvement described in the approval is commenced and diligently
pursued on the subject site. The City Council may grant an extension for good cause.
SECTION 9. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, shall be amended by adding Section Title 11, Chapter
2, Section 11-2-18 Historic Properties Conditional Use Permits as follows:
11-2-18: HISTORIC PROPERTIES CONDITIONAL USE PERMITS:
A. Definitions: The following words, terms, and phrases when used in this Title shall
have the meaning ascribed to them in this Section except where the context clearly
indicates a different meaning. Where definitions differ from other sections of the City
Code, the definition herein shall apply:
ADAPTIVE REUSE: The process of transforming a historic building or property into
a new function while preserving its character and heritage.
ART GALLERY: A facility in which works of art are displayed and goods are not
produced, sold, or repaired.
BED AND BREAKFAST: A place of lodging that:
1. Provides not more than four (4) rooms for rent to no more than 10 guests at a
time;
2. Provides no meals, other than breakfast served to persons who rent rooms; and
3. Was originally built and occupied as, or was converted to, a single -family
residence prior to being used as a place of lodging.
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 4 of 21
BREWPUB: A brewer who also holds one or more retail on-sale licenses and who
manufactures fewer than 3,500 barrels of malt liquor in a year, at any one licensed
premises, the entire production of which is solely for consumption on tap on any
licensed premises owned by the brewer.
COCKTAIL ROOM: Establishment on the premises of or adjacent to one (1)
microdistillery location owned by a distiller for the on-sale of distilled liquor produced
by the distiller.
LIMITED RETAIL ESTABLISHMENT: An establishment that sells goods directly to
the consumer. Limited retail shall includes but is not limited to bakeries, cafés,
delicatessens, ice cream parlors, and craft boutiques.
MEETING/CONFERENCE FACILITY: A facility for public or private meetings
consisting of one or more meeting or multi-purpose rooms.
MICRODISTILLERY: A facility that produces not more than forty thousand (40,000)
proof gallons of distilled spirits in a calendar year as regulated by Minnesota statutes,
as may be amended.
MUSEUM: A facility in which objects of historical, scientific, artistic, or cultural
interest and significance are stored and exhibited.
OFFICE: A facility in which the handling of information of the performing of
administrative services is conducted; including services provided to persons both on
site and off site on a walk-in or appointment basis and where goods are not produced,
sold, or repaired.
RECEPTION FACILITY: A facility, including event centers, which is rented by
individuals or groups to host private social gatherings including, but not limited to,
banquets, meetings, weddings, and other similar events.
RESTAURANT: An eating facility where a meal is served to a customer and
consumed while seated indoors at a counter or table.
B. Policy and Purpose. Certain buildings within the City have been designated by
the City as Historic Preservation Sites pursuant to City Code Section 2-2-3 and are
listed in the City’s Register of Historic Sites and Landmarks or are listed in the National
Register of Historic Places. The intent of this section is to encourage preservation,
revitalization, and adaptive reuse of these historic properties located in the City of
Cottage Grove.
Adaptive reuses of these historically registered properties or structures shall
promote preservation of the architectural and historic character by encouraging
retention of its historic value. All reuses shall be complementary to the historical
character of the structure or site and the surrounding uses. Adapted reuses in this
section shall be reviewed by the Advisory Committee on Historic Preservation (ACHP)
and approved by the City Council after consideration in each case of the impact of such
uses upon the property, neighboring uses, the surrounding area, and the public need for
the particular use at the particular location. Limitations and standards are herein
established to ensure the use’s consistency with the character, uses, and activities on
lands surrounding the use. In order to accomplish such purposes, the following
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 5 of 21
provisions relating to the issuance of adaptive reuse conditional use permits are
adopted.
C. Procedure:
1. The application for a Historic Properties Conditional Use Permit shall follow the
procedures in City Code Section 11-2-8.B: Procedures.
2. The Historic Properties Conditional Use Permit shall receive Site Plan Review
approvals if the application meets the criteria for a Site Plan Review pursuant to City
Code Section 11-2-4: Site Plan Review.
3. The City Council shall, after receipt of the report of the ACHP, either approve or
deny the application, within the timeframe established by City Code Section 11-2-2.
Denial must comply with the requirements of City Code Section 11-2-11.
4. The City Council may impose such restrictions or conditions as may be
necessary to comply with the standards established by this Title, or to reduce or
minimize the impacts upon other properties in the neighborhood and to better carry out
the intent of the Comprehensive Plan and the Zoning Code. Any condition must be
directly related to and must bear a rough proportionality to the impact created by the
application.
D. Application: The application for a Historic Properties Conditional Use Permit shall
follow the procedures in City Code Section 11-2-8.C: Required application information
and materials.
E. Findings: In addition to the factors in City Code Section 11.2.8.D, a historic
properties conditional use permit may be granted subject to the City Council making the
following findings:
1. The applicant has demonstrated that the historic characteristics of the property
cannot be maintained reasonably and economically unless the Historic Properties
Conditional Use Permit is granted.
2. The property or structure is listed on the City’s Register of Historic Sites and
Landmarks and/or is listed on the National Register of Historic Places.
F. Performance Standards for All Historic Properties Conditional Use Permits: As
may be applicable, the evaluation of any proposed historic properties conditional use
permit request shall be subject to and include, but not limited to, the following general
performance standards and criteria:
1. The standards of City Code Section 11-2-8.E: Conditional Use Permits are met.
2. The parcel size is greater than five (5) acres, unless a smaller size is approved
by the City Council.
3. One (1) sign is permitted not to exceed thirty-two (32) square feet, and six (6)
feet in height.
4. Site improvements meet City Code Section 2-2-6: Alterations to Historic Sites
and Landmarks.
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 6 of 21
G. Allowed Uses for Historic Properties Conditional Use Permit. The adaptive reuse
proposed for the property must be a use listed below:
1. Bed and Breakfast
2. Reception Facility
3. Meeting/Conference Facility
4. Office
5. Museum
6. Art Gallery
7. Limited Retail Establishment
8. Restaurant
9. Microdistillery with a Cocktail Room
10. Brewpub with a restaurant
11. Other uses deemed similar by the City Council
H. Amendment to Historic Properties Conditional Use Permit: Amendments to any
condition contained in an approved Historic Properties Conditional Use Permit may be
made only in accordance with the procedures applicable to the initial application as
contained above in Section E: Procedure.
I. Lapse: Lapse of approval is governed by City Code Section 11-2-12.
SECTION 10. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 3, Section 11-3-2.A.6 shall be
amended as follows:
§ 11-3-2: ENCROACHMENT EXCEPTIONS:
A. Exceptions. The following shall not be considered encroachments on setback
requirements in all zoning districts.
6. In front and rear yards, landings, steps, uncovered porches, and other similar
features attached to the principal building that extend a distance of six seven feet (67')
or less provided the landing or uncovered porch is no more than thirty inches (30") off
the ground; a railing enclosure no more than three feet (3') in height may be placed
around such landing or uncovered porch, unless prior approval for a greater height is
granted by the City Staff;
SECTION 11. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 3, Section 11 -3-4.E.2.a. shall be
added as follows:
§ 11-3-4: OFF-STREET PARKING AND LOADING:
E. Location of parking facilities. Required off street parking must be on the same lot
as is the principal building and must meet the following setback requirements.
1. Corner lots. May not be located within any yard area abutting a street on a
corner lot.
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 7 of 21
2. Single family lots. Must comply with minimum setback requirements for
accessory structures.
a. On corner lots the driveway must be setback a minimum of 10 feet from the side
yard property line.
SECTION 12. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 3, Section 11 -3-4.I shall be amended
regarding Places of Assembly as follows:
Places of Worship Assembly (Places of
Worship, Conference Centers, Theaters,
Auditoriums)
1 space for each 4 seats, based on
the design capacity of the main
assembly hall.
SECTION 13. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 3, Section 11 -3-5 shall be amended
as follows:
§ 11-3-5: ACCESSORY STRUCTURES:
In all zoning districts, accessory structures shall be subject to the following
performance standards.
A. Construction:
1. Accessory sStructures are prohibited from being taller than, or greater in
footprint than, the principal structure.
2. Building permits are required for all permanent accessory structures over two
hundred (200) square feet in residential districts and one thousand (1,000) square feet
in business and industrial districts.
3. Temporary accessory structures including tents that consist of metal or
fiberglass poles, metal hoops and PVC, cotton or nylon fabric covering materials are
prohibited except as permitted in conjunction with an approved conditional use,
permitted camping area, or special event.
4. The exterior finishes of accessory structures sized less than two hundred (200)
square feet shall be constructed of quality weather resistant materials.
B. Accessory Structures, Primary and Accessory Garages EExterior Material
Standards:
Property
Classification
Exterior Finish
Agricultural
Districts
For accessory structures over 200 sq. ft.: Wood, metal, split
face block, vinyl lap, or cement board materials that are
complimentary to the color palette of the principal structure
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 8 of 21
Residential
Districts
For accessory structures over 200 sq. ft.: Wood, split face block,
vinyl lap, or cement board materials that are complimentary to
the color palette of the principal structure
Business Districts
incl. Mixed-Use
Materials, texture, and color palette to compliment the principal
structure, accessory structures greater than 1,000 sq. ft. require
site plan review
Industrial Districts Materials, texture, and color palette to compliment the principal
structure, accessory structures greater than 1,000 sq. ft. require
site plan review
C. Number and Size. The number and size of accessory structures or accessory
garages are permitted on any lot shall be determined by the following table. On a
residential lot, the principal primary garage, attached or detached, one (1) accessory
structure up to two hundred (200) square feet, and swimming pools shall not count
towards the number of accessory structures or total square footage calculations.
Property
Classification
Number Total Size
AG-1 2 2,500 sq. ft.
AG-2 2 2,500 sq. ft.
R-1 2 2,500 sq. ft.
R-2 2 2,000 sq. ft.
R-3 1 1,000 sq. ft.
R-4 1 500 sq. ft. per unit
R-5 1 500 sq. ft. per unit
R-6 1 500 sq. ft. per unit
Business and
industrial
1 - Site plan review over 1,000
sq. ft
Site plan review over 1,000
sq. ft
Industrial 2 - Site plan review over 1,000
sq. ft.
Site plan review over 1,000
sq. ft.
D. Setbacks. Setbacks for accessory structures, primary and accessory garages
shall be determined by the following table.
Property Classification Side Yard Rear Yard Front Yard
AG-1 25 feet 50 feet Behind principal
structure
AG-2 25 feet 50 feet Behind principal
structure
R-1 20 feet 50 feet Behind principal
structure
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 9 of 21
R-2 20 feet 20 feet Behind principal
structure
R-3 6 feet 10 feet Behind principal
structure
R-4 6 feet 10 feet Behind principal
structure
R-5 6 feet 10 feet Behind principal
structure
R-6 6 feet 10 feet Behind principal
structure
Business Not permitted in
side-yard
Follow building
setbacks
Behind principal
structure
Industrial adjacent to
Residential
Not permitted in
side-yard
100 feet Behind principal
structure
Industrial not adjacent to
Residential
Follow building
setbacks
Follow building
setbacks
Behind principal
structure
E. Height. Height of accessory structures, primary and accessory garages shall be
determined by the following table.
Property Classification Maximum
AG-1 20 feet, except as permitted under Minnesota
Statutes
AG-2 20 feet, except as permitted under Minnesota
Statutes
R-1 20 feet
R-2 20 feet
R-3 18 feet
R-4 18 feet
R-5 18 feet
R-6 18 feet
Business and
industrial
20 feet
F. Miscellaneous Requirements.
1. Accessory structures and accessory garages greater than those permitted in
subsections C and E of this Section may be approved by conditional use permit if the
following standards are met:
a. There is adequate setback, screening, or topography changes that buffer the
proposed structure from adjacent public roadways or adjacent properties.
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 10 of 21
b. The proposed building height or building square footage does not exceed the
ordinance criteria by more than twenty percent (20%) within the metropolitan urban
service area (MUSA) and forty percent (40%) outside the MUSA.
c. Setback distances are increased five feet (5') for each one foot (1') of height or
one hundred (100) square feet of size increase or fraction thereof.
2. No accessory structures, primary or accessory garages shall be constructed on
any lot prior to the time of construction of the principal structure, unless the building is
accessory to the ongoing agricultural land use.
3. No tent, trailer, camper, motor home, storage container or accessory building
shall at any time be used as a habitable building.
4. At-grade structures such as basketball courts, tennis courts, patios, tree houses,
and dog kennels shall meet the established accessory structure setbacks for the
appropriate districts. These structures are not included in the total allowable ac cessory
structure square footage, as long as the total impervious surface of the lot does not
exceed thirty-five percent (35%) of the rear area of the lot measured from the rear
building line of the house to the rear lot line.
5. Swimming pools and surrounding apron/decks shall meet the established
accessory structure setbacks for the appropriate districts. These structures are not
included in the total allowable accessory structure square footage.
6. Temporary family healthcare dwellings are prohibited in all zoning districts.
7. Detached primary or accessory garages over 400 square feet may be located in
the front yard between the dwelling and front property line on properties located
adjacent to the Mississippi River or are impacted by bluffs within the Mississippi River
Corridor Critical Area Overlay (MRCCA) provided all of the following are met:
a. Detached primary or accessory garages shall meet the underlying zoning
district’s development standards and shall not be located within the minimum front yard
setback.
b. Exterior materials including color and roof material of detached garages and
accessory structures shall match or complement the existing primary residential
structure and shall conform to all other requirements of the underlying zoning district.
c. No other accessory structures are permitted in the front yard.
G. Primary Attached or Detached Garage Requirements in Residential Districts: The
garage total floor area attached to the principal structure in any residential district must
not exceed one thousand two hundred (1,200) square feet.
SECTION 14. AMENDMENT. “The Code of the City of Cottage Grove, County of
Washington, State of Minnesota,” shall be amended by adding Section Title 11, Chapter
3, Section 11-3-8.C.5. as follows:
§ 11-3-8: TRASH ENCLOSURES:
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 11 of 21
C. Specifications for Enclosure Structures: For all new construction or major
alterations to existing structures, the following standards apply to the placement and
construction specifications of trash enclosure structures:
1. The trash enclosure structure must be setback ten feet (10') from all property
lines.
2. Such structure shall be situated on a poured in place concrete base, which shall
be extended a minimum of six feet (6') beyond the door opening to the structure.
3. The walls shall be a minimum of six feet (6') in height and shall be a masonry
material or composite fencing consistent with the principal structure. No roof is required.
4. The door opening shall a maintenance-free opaque material. Use of chain link
with vinyl slats is not permitted.
5. The trash enclosure shall be consistent with materials found on the principal
structure.
SECTION 15. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 3, Section 11 -3-11.D.1.a. shall be
amended as follows:
§ 11-3-11: ARCHITECTURAL DESIGN STANDARDS:
D. Exterior materials. The main exterior wall surface of all buildings shall be
constructed of wood, brick, stone, cement board planks, glass, architectural concrete
textured surfaces or other materials of high quality as approved by City Staff.
Unadorned pre-stressed concrete panels, standard concrete block and unfinished
metal, except naturally weathering metals such as copper, shall not be permitted as
exterior materials for buildings. This restriction shall apply to all principal structures and
to all accessory buildings, including parking ramps, except those accessory buildings
not visible from any exterior lot line. Exterior materials of structures are subject to the
following:
1. Classes of materials. For the purpose of this subsection, materials are divided
into Class 1, Class 2, Class 3, and Class 4 categories as described below.
a. Class 1:
(1) Fired clay face brick.
(2) Natural stone, synthetic manufactured or cultured stone.
(3) Transparent glass, opaque or mirror window panels.
(4) Other comparable or superior materials as determined by the Community
Development Director.
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 12 of 21
SECTION 16. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 3, Section 11 -3-11.H.3. shall be
amended as follows:
H. Residential zoning districts.
1. Single family detached dwellings.
a. Width. The minimum width of the main portion of the structure shall be not less
than twenty feet (20'), as measured across the narrowest portion.
b. Placement. Every dwelling shall be placed so that the apparent entrance or
front of the home faces or parallels the principal street frontage, except where the lot
size exceeds one (1) acre.
2. Multi-family attached dwellings.
a. Width. The minimum width of the main portion of the structure shall be not less
than twenty feet (20') as measured across the narrowest portion in relation to
townhomes, duplexes, and other housing products deemed similar by City Staff.
b. Placement. Every dwelling shall be placed so that the apparent entrance or
front of the home faces or parallels the principal street frontage.
3. Apartments and nonresidential.
a. Materials. Residential buildings of more than six (6) units and nonresidential or
mixed-use buildings must use at least three (3) different Class 1 materials and be
composed of at least sixty-five percent (65%) Class 1 or 2 materials and not more than
ten percent (10%) of Class 4 materials.
b. The following materials are not acceptable:
(1) Unadorned plain or painted concrete block;
(2) Tilt-up concrete panels;
(3) Synthetic stucco products; and
(4) Reflective glass.
c. All building facades visible from a public street or walkway shall employ
material and design features similar to those of the front facade.
SECTION 17. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 3, Section 11 -3-12.D. shall be
amended as follows:
§ 11-3-12: LANDSCAPING:
D. Residential developments. The minimum required tree and shrub requirements
for all residential developments are as follows:
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 13 of 21
Vegetation
Type
Minimum
Size
Single-Family
Dwellings
Townhouse
Developments
Multiple-Family
Dwellings
Coniferous
trees
6 feet May be
substituted for
any of the
overstory
deciduous
trees
(maximum of
2)
1 per unit, but may
be substituted on a 1
for 1 basis for the
overstory deciduous
trees
Minimum of 30%
of required
overstory trees
must be
coniferous
Ornamental
deciduous
trees
1.5 inch
(caliper)
2 may be substituted
for 1 overstory
(maximum
substitution equals
25% of required
overstory trees)
2 may be
substituted for 1
overstory
(maximum
substitution
equals 50% of
required
overstory trees)
Overstory
deciduous
trees
2.5 inch
(caliper)
On lots 60 feet
wide or less: 2
per lot
On lots greater
than 60 feet
wide: 3 per lot,
no less than 2
different
species
1 per 40 linear feet
of site perimeter
1 per 40 linear
feet of site
perimeter, not
including the
street tree
Shrubs 18 inch
height
10 per unit 5 per unit 1 per 5 linear
feet of site
perimeter
Street tree 2.5 inch
(caliper)
1 per adjacent
street
1 per unit Not required
1. All non-residential uses in a Residential District shall meet the Business and
Industrial Development landscaping standards in section 11-3-12 (F).
1. 2. Street trees.
a. One (1) tree must be planted in the front yard right-of-way of every subdivided
lot in a manner determined by the City Forester. Street trees may be planted in the
street boulevard or in the front yard of the lot as determined by City Staff. On corner or
double fronted lots, one (1) street tree must be planted on each side of the lot adjacent
to a street.
b. The location, size and type or species of trees planted shall be of mixed
varieties and shall be approved by the City Forester and shall include those with root
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 14 of 21
structures unlikely to interfere with utility lines or sidewalks or otherwise cause nuisance
or damage.
c. The minimum size of trees to be planted as street trees or right-of-way
replacement trees shall be two and one-half inches (2 ½") caliper.
d. The City Forester shall review and approve proposed street tree locations per
the approved landscape plan.
e. On streets having sidewalks, street trees will generally be planted between the
curb and the sidewalk.
23. Residential district landscape buffer along major roadways.
a. Purpose. The City recognizes the need to protect new and existing residential
developments in R-2 through R-5 residentially zoned districts from the detrimental
effects adverse impacts of being located adjacent to principal arterials, minor arterials
expander, and major and minor collectors as defined in the City’s comprehensive plan
(“Major Roadways”), including concerns for safety, noise, light, glare and emissions. In
the interest of the health, safety, and welfare of residents, new developments adjacent
to Major Roadways must provide for landscaping and screening lying outside and
parallel to the road right-of-way.
b. Requirements. For all residential and nonresidential developments within the
R-2 through R-5 residentially zoned districts new single family residential developments
that trigger a preliminary and final plat and all multi-family residential developments that
include rear lot frontage along a Major Roadway, the landscape plan must provide an
average of a fifty-foot (50') buffer, but not less than a thirty-foot (30') buffer, running
parallel to the rear lot line for the purposes of creating a barrier to the Major Roadway.
The buffer shall be a combination of trees, fences and shrubs that create a minimum of
fifty percent (50%) year-round opacity at maturity.
c. Maintenance. The proposed residential developments shall also include a plan
to protect and maintain the tree buffer. This could include a homeowners association or
some other form of protection as approved by City Staff, which incorporates the buffer
into rear yard landscaping.
SECTION 18. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 3, Section 11 -3-12 shall be amended
by re-lettering existing Sections 11-3-12.F-J as 11-3-12.E-I, accordingly.
SECTION 19. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 4, Section 11 -4-14.B.1.b. shall be
amended as follows:
§ 11-4-14: ANTENNAS AND TOWERS:
B. Area specific requirements for towers and antennas.
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 15 of 21
1. Towers outside the right-of-way in residential zoning districts. Towers shall be
allowed only in the following residentially zoned areas:
a. Towers supporting amateur radio antennas and conforming to all applicable
provisions of this code shall be allowed only in the rear yard of residentially zoned
parcels.
b. Antennas conforming to all applicable provisions of this code shall be allowed
via administrative conditional administrative use permits in the following locations:
(1) Water towers.
(2) On existing telecommunication monopoles or towers.
(3) Roofs of buildings over three (3) stories.
(4) Sides of buildings over two (2) stories.
(5) Existing lighting and utility structures within commercially zoned private
property.
(6) Bell tower, steeple or similar structure as long as the antenna support
structure is fully camouflaged.
(7) Antennas mounted on existing public utility owned lighting structures less
than thirty feet (30') above grade and located in and/or adjacent to residentially zoned
property and/or rights-of-way.
SECTION 20. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Section Title 11, Chapter 6, Section 11-6-1 shall be
renamed as follows:
§ 11-6-1: AG-1 AGRICULTURAL PRESERVATION DISTRICT:
SECTION 21. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Section Title 11, Chapter 6, Section 11-6-2 shall be
renamed as follows:
§ 11-6-2: AG-2 AGRICULTURAL DISTRICT:
SECTION 22. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Section Title 11, Chapter 7, Section 11-7-1.G. shall be
amended as follows:
§ 11-7-1: R-1 RURAL RESIDENTIAL ZONING DISTRICT:
G. Development Standards: The following minimum requirements shall be observed,
subject to the additional requirements, exceptions and modifications set forth in this
Title:
Lot area 3 acres
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 16 of 21
Lot width 180 feet
Front yard 30 feet
Rear yard 50 feet
Side yard 25 feet
Side yard, attached garage 20 feet
Corner yard 20 feet
Maximum structure height 35 feet
Maximum impervious lot coverage 25 percent
SECTION 23. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 7, Section 11-7-2.D.10. shall be
added as follows:
§ 11-7-2: R-2 RESIDENTIAL ESTATE ZONING DISTRICT:
D. Conditional Uses: The following are conditional uses allowed in the R-2 District
and require a Conditional Use Permit based upon procedures set forth in and regulated
in City Code Section 11-2-8. Additional specific standards and criteria may be cited
below for respective conditional uses. No structure or land shall be used for one (1) or
more of the following uses except by Conditional Use Permit:
10. Places of worship and religious institutions
SECTION 24. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 7, Section 11-7-2.G. shall be
amended as follows:
G. Development Standards: The following minimum requirements shall be observed,
subject to the additional requirements, exceptions and modifications set forth in this
Title:
Lot area 1 and 1/2 acres
Lot width 100 feet
Front yard 30 feet
Rear yard 50 feet
Side yard 25 feet
Side yard, garage 20 feet
Corner yard 20 feet
Maximum structure height 35 feet
Maximum impervious lot
coverage
30 percent
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 17 of 21
SECTION 25. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 7, Section 11-7-3.G. shall be
amended as follows:
§ 11-7-3: R-3 SINGLE-FAMILY ZONING DISTRICT:
G. Development Standards: Minimum Requirements: The following minimum
requirements shall be observed, subject to the additional requirements, exceptions and
modifications set forth in this Title:
Lot depth 130 feet
Lot width 65 feet
Front yard 25 feet
Rear yard 35 feet
Side yard 7.5 feet
Side yard, garage 5 feet
Corner yard 20 feet
Maximum structure height 35 feet
Maximum impervious surface 3540%
SECTION 26. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 7, Section 11-7-4.A and 11-7-4.F.1.
shall be amended as follows:
§ 11-7-4: R-4 TRANSITIONAL RESIDENTIAL ZONING DISTRICT:
A. Purpose: The purpose of the R-4 District is to provide transitional areas that will
allow a mixing of two-family dwellings and/or single-family dwellings on smaller lots
where property is adjacent to arterial a minor or major collector streets and/or where
property is adjacent to higher intensity development or land use. Directly related,
complementary uses are also appropriate. A full range of public services and facilities
shall be available to R-4 areas.
F. Development Standards:
1. Single-Family Detached Dwellings: The following minimum requirements shall
be observed, subject to the additional requirements, exceptions and modifications as
set forth in this Title:
Lot width 55 45 feet
Lot depth 120 feet
Front yard 25 feet
Rear yard 30 feet
Side yard 7.5 feet
Side yard, garage 5 feet
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 18 of 21
Corner yard 20 feet
Maximum structure height 35 feet
Maximum impervious surface coverage 4050%
SECTION 27. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 7, Section 11 -7-5.D.8. shall be added
as follows:
§ 11-7-5: R-5 MEDIUM DENSITY RESIDENTIAL ZONING DISTRICT:
D. Conditional Uses: The following are conditional uses allowed in the R-5 District
and require a Conditional Use Permit based upon procedures set forth in and regulated
in City Code Section 11-2-8. Additional specific standards and criteria may be cited
below for respective conditional uses. No structure or land shall be used for one (1) or
more of the following uses except by Conditional Use Permit:
8. Educational facilities including but not limited to, public and private elementary,
middle, junior high, and senior high schools, provided that no building shall be located
within fifty feet (50') of any lot line abutting an R district.
SECTION 28. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 7, Section 11 -7-5.F. shall be
amended as follows:
F. Development Standards: The following minimum requirements shall be observed,
subject to the additional requirements, exceptions and modifications as set forth in this
Title:
Front yard 25 feet
Rear yard 30 feet
Side yard 15 feet
Corner yard 20 feet
Maximum height 35 feet
Setbacks between buildings 10 feet
Setbacks from other districts 30 feet abutting R-1, R-2, R-3, and R-4 districts
Parking 2 paved off-street parking spaces per dwelling unit
Maximum site impervious
surface coverage
4050% total impervious
SECTION 29. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 7, Section 11-7-6.D.8. shall be added
as follows:
§ 11-7-6: R-6 HIGH DENSITY RESIDENTIAL ZONING DISTRICT:
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 19 of 21
D. Conditional Uses: The following are conditional uses allowed in the R-6 District
and require a Conditional Use Permit based upon procedures set forth in and regulated
in City Code Section 11-2-8. Additional specific standards and criteria may be cited
below for respective conditional uses. No structure or land shall be used for one (1) or
more of the following uses except by Conditional Use Permit:
8. Educational facilities including but not limited to, public and private elementary,
middle, junior high, and senior high schools, provided that no building shall be located
within fifty feet (50') of any lot line abutting an R district.
SECTION 30. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 7, Section 11 -7-6.F. shall be
amended as follows:
F. Development Standards: The following minimum requirements shall be observed,
subject to the additional requirements, exceptions and modifications as set forth in this
Title, however exceptions to rigid lot area, width and depth requirements shall b e
granted for attached units subject to approval of a site plan pursuant to City Code
Section 11-2-4 in compliance with the development standards of this District.
Front yard 15 feet
Rear yard 15 feet
Side yard 15 feet
Maximum structure height 55 feet
Setbacks between buildings 15 feet
Setbacks from other districts 30 feet abutting R-1, R-2, R-3, R-4, and R-
5 districts
Parking 2 paved off-street parking spaces per
dwelling unit
Maximum site impervious surface
coverage
5065% total impervious
SECTION 31. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 8, Section 11-8-3.B. shall be
amended as follows:
CHAPTER 8: BUSINESS DISTRICTS
§ 11-8-3: MINIMUM AND MAXIMUM DEVELOPMENT STANDARDS:
B. Development Standards Table:
Development Standards B-1 B-2 B-3 P-B M-U
Minimum lot width 100
ft.
100
ft.
100
ft.
100
ft.
100
ft.
Maximum building height 35 ft. 35 ft. 40 ft 50 ft. 55 ft.
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 20 of 21
Minimum front yard 25 ft. 25 ft. 25 ft. 25 ft. 25 ft.
Minimum side yard, interior lot line 10 ft. 10 ft. 10 ft. 10 ft. 10 ft.
Corner Lot setback on front and side yard 30 ft. 30 ft. 20ft. 20 ft. 20 ft.
Minimum side yard line adjacent to a street 25 ft. 25 ft. 25 ft. 25 ft. 25 ft.
Corner Lot setback on front and side yard 30 ft. 30 ft. 20ft. 20 ft. 20 ft.
Minimum rear yard 35 ft. 35 ft. 10 ft. 10 ft. 10 ft.
Minimum rear yard, abutting a residential
district
50 ft. 50 ft. 50 ft. 50 ft. 50 ft.
Minimum rear yard, abutting a railroad track
right of way
-- 10 ft. 10 ft. 10 ft. 10 ft.
Maximum building height 35 ft. 35 ft. 40 ft 50 ft. 55 ft.
Maximum Impervious coverage 70% 70% 70% 70% 70%
SECTION 32. AMENDMENT. The Code of the City of Cottage Grove, County of
Washington, State of Minnesota, Title 11, Chapter 9, Section 11-9-3 shall be amended
as follows:
CHAPTER 9: INDUSTRIAL DISTRICTS
§ 11-9-3: DEVELOPMENT STANDARDS:
The following table of minimum lot area, yard and bulk requirements shall be
observed:
Development Standards I-1 I-2 I-3
Minimum Lot width 175
feet
200
feet
200 feet
Minimum Front yard setback 40 feet 50 feet 100 feet
Minimum side yard setback, interior lot line 40 feet 40 feet 40 feet
Minimum Side yard setback, adjacent to a street 40 feet 40 feet 125 feet
Minimum Side yard setback, abutting an Residential
district
100
feet
125
feet
200 feet
Side yard setback adjacent to a street 40 feet 40 feet 125 feet
Interior side yard setback 40 feet 40 feet 40 feet
Minimum Rear yard setback 60 feet 60
feet
100 feet
Minimum Rear yard setback abutting ana Residential
district
100
feet
150
feet
200 feet
Maximum Building height 55 feet 60 feet 60 feet
Note: No minimum lot width is required for essential
public services.
City of Cottage Grove, Minnesota
Ordinance No. 1081
Page 21 of 21
SECTION 33. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes
Section 412.191, in the case of a lengthy ordinance, a summary may be published. While
a copy of the entire ordinance is available without cost at the office of the City Clerk, the
following summary is approved by the City Council and shall be published in lieu of
publishing the entire ordinance:
The City of Cottage Grove previously adopted an entirely revised zoning code
in December 2022. Since its implementation city staff has identified sections of
the code that required minor corrections and clarifying language to ensure
clarity in interpretation. Staff is also proposing to reduce the minimum lot width
requirement from 55 to 45 feet in the R-4, Transitional Residential District and
is adding language that is intended to streamline the review process for
accessory structures in the MRCCA.
SECTION 34. EFFECTIVE DATE. This ordinance shall be in full force and effect
from and after its passage and publication according to law.
Passed this 1st day of May 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
Published in the Pioneer Press on _______.
CITY OF COTTAGE GROVE, MINNESOTA
ORDINANCE NO. 1082
AN ORDINANCE FOR THE CITY OF COTTAGE GROVE, MINNESOTA, REPEALING
AND ENACTING THE COTTAGE GROVE SIGN CODE
The City Council of the City of Cottage Grove, Washington County, Minnesota,
does hereby ordain as follows:
SECTION 1. REPEAL. The City of Cottage Grove, County of Washington, State
of Minnesota, Section 11-3-14 Signs is hereby repealed.
SECTION 2. ENACTMENT. The City of Cottage Grove, County of Washington,
State of Minnesota, Title 12 Sign Code is hereby enacted:
12-1-1 : SIGN CODE
This Sign Code shall be known, cited and referred to as the Cottage Grove Sign
Regulations Ordinance, except as referred to herein, where it shall be known as “this
Title”.
12-1-2 : FINDINGS, PURPOSE AND INTENT:
A. Findings, Purpose and Intent:
1. Findings. The City Council hereby finds as follows:
a. Exterior signs have a substantial impact on the character and quality of the
environment.
b. Signs provide an important medium through which individuals may convey
a variety of messages.
c. Signs can create public safety hazards, aesthetic concerns and detriments
to property values, that threaten the public health, safety, or welfare.
d. The regulation of signs within the city has had a positive impact on traffic
safety and the appearance of the community.
e. The City Code includes the regulation of signs in an effort to provide an
adequate means of expression and to promote the economic viability of the
business community, while protecting the City and its citizens from a
proliferation of signs of a type, size, location and character that would
adversely impact upon the aesthetics of the community and threaten the
health, safety and welfare of the community. The regulations of the physical
characteristics of signs within the City have had a positive impact on traffic
safety and the appearance of the community.
2. Purpose and Intent. It is not the purpose of this Title to regulate the message
displayed on any sign; nor is it the purpose of this Title to regulate any
building design or any display not defined as a sign, or any sign which cannot
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 2 of 26
be viewed from outside a building. The purpose of this chapter is to:
a. Regulate the number, location, size, type, illumination and other
physical characteristics of signs within the City in order to promote the
public health, safety and welfare.
b. Maintain, enhance and improve the aesthetic environment of the City
by preventing visual clutter that is harmful to the appearance of the
community.
3. Improve the visual appearance of the City while providing for effective means
of communication, consistent with constitutional guarantees and the City’s
goals of public safety and aesthetics. It is the intent of the chapter to authorize
the use of signs which:
a. Allow a wide variety of sign types in commercial zones, and a more
limited variety of signs in other zones, subject to the standards set forth
in this Section.
b. Prohibit signs whose location, size, type, illumination or other physical
characteristics negatively affect the environment and where the
communication can be accomplished by means having a lesser impact
on the environment, community aesthetics, and the public health,
safety and welfare.
c. Eliminate confusing, distracting, or dangerous signs that interfere
with vehicular traffic.
d. Promote and encourage commerce.
e. Provide fair and equal treatment of signage.
B. Diagrams. The inclusion of diagrams in this text is for illustrative purposes only.
Where a diagram conflicts with the written text, the text shall prevail.
C. Substitution.
1. The owner of any sign that is otherwise allowed by this article may substitute
noncommercial speech in lieu of any other commercial speech or
noncommercial speech. This substitution of copy may be made without any
additional approval or permitting.
2. The purpose of this "substitution" provision is to prevent any inadvertent
favoring of commercial speech over noncommercial speech or favoring of any
particular
noncommercial speech over any other noncommercial speech. This
provision prevails over any more specific provision to the contrary.
12-1-3 : DEFINITIONS:
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 3 of 26
Definitions: The following words, terms and phrases when used in this Title shall have
the meanings ascribed to them in this Section except where the context clearly indicates
a different meaning.
ABANDONED SIGN: Any sign and/or its supporting sign structure that remains without
a message or whose display surface remains blank for more than one year or that
pertains to a time, event, or purpose that no longer applies. Abandoned signs are not
legally established nonconforming signs.
ADDRESS SIGN: A sign on a building displaying numbers only, whether written or in
numeric form, used for proper identification of the location of the building.
ALTERATION: Any major change to a sign excluding routine maintenance, painting, or
changing of copy of an existing sign.
AWNING: A roof like cover, often of fabric, plastic, metal, or glass, designed and
intended for protection from the weather or as a decorative embellishment that projects
from a wall or roof of any structure primarily over a window, door, wall, or the like.
BANNER: A temporary sign made of lightweight fabric or similar material either
securely fastened to poles or on the exterior of a building.
BEACON/SPOTLIGHT: Any light with one or more beams directed into the
atmosphere or directed at one or more points not on the same lot as the light source;
also, any light with one or more beams that rotate or move.
BENCH SIGN: A sign which is affixed or painted to a bench.
BUILDING HEIGHT: The vertical distance from the average elevation of the adjoining
ground level, or the established grade adjacent to the building, whichever is lower, to the
top of the cornice of a flat roof, to the deck line of a mansard roof, to a point of the roof
directly above the highest wall of a shed roof, the uppermost point on a round or other
arch type roof, or to the highest gable on a pitched or hip roof.
BUILDING MARKER: Any sign indicating the name of a building and date and
incidental information about its construction, which sign is cut into a masonry surface or
made of bronze or other permanent material.
BUSINESS: Any establishment, occupation, employment, or enterprise wherein
merchandise is manufactured, exhibited, or sold or which occupies time, attention, labor,
and materials or where services are offered for compensation.
CANOPY: A roof like structure projecting over a doorway.
CHANGEABLE COPY SIGN: A sign or portion thereof with characters, letters, or
illustrations that can be changed or rearranged without altering the face or the surface of
the sign. A "changeable copy sign" shall also include reader board signs.
COMMEMORATIVE OR MEMORIAL SIGN: A sign, tablet, or plaque commemorating
or memorializing a person, event, structure, or site.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 4 of 26
COMMERCIAL OR INDUSTRIAL BUILDING COMPLEX: A development of industrial
or commercial buildings, tenants, or uses, in close proximity that are intended to function
in a joint manner, regardless of sequence of build-out. Characteristics of a shopping
area or building complex may include, but are not limited to, shared parking facilities,
joint access, and common building design. A shopping area or building complex may
include multiple tenants or multiple owners, freestanding pad buildings, and may be
situated on one or more lots or parcels or other factors as determined by City Staff.
COMMERCIAL SPEECH: Speech that is advertising a business, profession,
commodity, service, or entertainment.
COPY AND GRAPHIC: The wording and other display messages such as logos or
symbols on a sign.
COPY AND GRAPHIC AREA: The area contained within a rectangle or square
drawn completely around the display surface which encloses the copy and graphic
of a sign.
DIRECTIONAL SIGN: A sign erected on public or private property which is
designated to guide vehicular or pedestrian traffic.
DISTRICT: A specific zoning district as defined in City Code Title 11.
DYNAMIC DISPLAY: Any characteristics of a sign that appear to have movement
or that appear to change, caused by any method other than physically removing
and replacing the sign or its components, whether the apparent movement or
change is in the display, the sign structure itself, or any other component of the
sign. This includes a display that incorporates a technology or method allowing the
sign face to change the image without having to physically or mechanically replace
the sign face or its components. This also includes any rotating, revolving, moving,
flashing, blinking, or animated display and any display that incorporates rotating
panels, LED lights manipulated through digital input, "digital ink", video display, or
any other method or technology that allows the sign face to present a series of
images or displays.
ENTRANCE MONUMENT SIGN: A sign which identifies the name of a
neighborhood, a residential subdivision, a multi- family complex consisting of three
(3) or more structures or ten (10) or more units, a commercial development
consisting of three (3) or more separate structures, a shopping center area, an
industrial area consisting of three (3) or more structures or any combination of the
above, which does not specifically identify the individual business therein.
ERECT: The activity of constructing, building, raising, assembling, placing, affixing,
attaching, creating, painting, drawing, or any other way of bringing in to being or
establishing.
FACADE: Is a portion of any exterior elevation of a building extending from grade to
the top of the parapet wall or eaves and the entire width of the building elevation .
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 5 of 26
FARM IDENTIFICATION SIGN. A sign which identifies or otherwise describes the
name, ownership and/or type of agricultural operation of the lot or parcel of land upon
which it is situated.
FLAG: Any fabric or similar lightweight material attached at one end of the material,
usually to a staff or pole, so as to allow movement of the material by atmospheric
changes and that contains distinctive colors, patterns, symbols, emblems, insignia, or
other symbolic devices.
FLASHING SIGN: A directly or indirectly illuminated sign or portion thereof that
exhibits changing light or color effect by any means, to provide intermittent illumination
that changes light intensity in sudden transitory bursts and creates the illusion of
intermittent flashing light by streaming, graphic bursts showing movement or any mode
of lighting which resembles zooming, twinkling, or sparkling.
FREESTANDING SIGN: A sign that is placed in the ground and not affixed to any part
of a structure or building.
FRONTAGE: For purposes of this Chapter, the front side of a building or tenant space
facing the public right of way.
GOVERNMENTAL SIGN: A sign which is erected by a governmental unit for the
purposes of identification, information, or directing or guiding traffic.
GRADE: For the purposes of this Chapter, the elevation or level of the ground at the
place the sign is to be erected.
GROSS SIGN AREA CALCULATION: The method of calculating the allowable square
footage of signs shall be as follows:
A. Individual Letters or Figures: When attached onto a surface such as a building,
canopy, wall, or awning, the area shall be the smallest rectangle that encompasses
all of the letters or symbols unless the letters and/or symbols are separated by two
feet (2') or more in length, in which case the letter(s) and symbol(s) area shall be
calculated separately and added together.
B. Monument Signs: The smallest rectangle, square, circle, triangle, or
combination thereof that will encompass the entire area of the sign face,
including all lettering, wording, and accompanying designs and symbols,
together with all the background, whether open or enclosed, on which they
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 6 of 26
are displayed and in no case passing through or between elements of such
sign. The area shall not include the main supporting sign structure but shall
include other ornamental attachments that are not a part of the main support
of the sign.
C. Wall Signs: The smallest rectangle, square, circle, triangle, or combination
thereof that will encompass the entire area of the frame, including all lettering,
wording, and accompanying designs and symbols, together with all the
background, whether open or enclosed, on which they are displayed and in no
case passing through or between elements of such sign. The area shall not
include the main supporting sign structure but shall include other ornamental
attachments that are not a part of the main support of the sign. Letter(s) and
symbol(s) separated by two feet (2') or more in length shall be calculated
separately and added together.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 7 of 26
HEIGHT: The vertical distance measured from the base of the sign at grade to the top
of the highest attached component of the sign.
IDENTIFICATION SIGN: Any sign which states the name or address or both of
identifies the business or occupant of the lot or building where the sign is placed and
may be a directory business or occupants.
ILLEGAL SIGN: A sign that is erected without first complying with all City ordinances
and regulations in effect at the time of its construction and erection or use.
ILLUMINATED SIGN: Any sign that contains an element designated to emanate
artificial light internally or externally.
INCIDENTAL SIGN: Incidental signs or signs within a building provided that the sign is
not readily visible from the public right-of-way, adjacent properties, and are not
illuminated.
INFLATABLE SIGN: An inflatable sign means any object enlarged or inflated over 24
inches that floats, is tethered in the air, or is located on the ground or on a building with
or without copy or other graphics.
INFORMATIONAL SIGN: Any sign erected for the safety or convenience of the public
to provide information or wayfinding and other signs that do not promote or contain
advertising or identification of a business, property, or product.
LEGAL NONCONFORMING SIGN: A sign which lawfully existed prior to the passage
of the ordinance codified in this Chapter or amendments thereto but which does not
conform to this Chapter.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 8 of 26
LEGALLY ESTABLISHED NONCONFORMING SIGNS: Any sign and its support structure
lawfully erected prior to the effective date of any provision of this Chapter that fails to conform
to the requirements of this Chapter.
LOGO: A symbol, image, insignia, word, word abbreviation, or initials which are designed for
easy recognition, and which represents or identifies in graphic form, a nation or organization
of nation; businesses; states or cities; or fraternal, religious and civic organizations or any
educational institutions, irrespective of whether they are made of permanent, semipermanent,
or temporary materials.
MENU BOARD SIGN: A freestanding exterior sign adjacent to the drive-through lane at a
drive- through facility that identifies items for sale at the facility and their associated prices for
customers.
MERCHANDISE SIGN: A temporary A-frame or sandwich board style sign advertising
merchandise or services displayed outside an enclosed building.
MONUMENT SIGN: A freestanding sign independent from any building or other structure
that is mounted on the ground or mounted on a base that is at least as wide as the sign, but in
no event shall the base exceed one hundred fifty percent (150%) of the greatest width of the
sign. A monument sign is typically solid from grade to the top of the structure; however, a
monument sign may include open area below the face of the sign if the sign complies with the
monument sign supporting sign structure design criteria.
MOTION SIGN: Any sign which revolves, rotates, has any moving parts, or gives the illusion
of motion including animated or flashing signs.
MURAL: A work of graphic art painted on a building wall, which contains no commercial
advertising or logos and which does not serve to advertise or promote any business, product,
activity, service, interest, or entertainment.
NONCOMMERCIAL FLAG: Any flag other than a business or commercial flag, including,
without limitation, a flag of any governmental, religious, charitable, fraternal, or political
organization or cause.
NONCOMMERCIALSPEECH: A sign that does not contain commercial speech but promotes
a message concerning political, religious, social, ideological, public service, or informational
topics.
OBSOLETE SIGN: Any sign which no longer advertises a bona fide business conducted or
products sold at that location or premises where the sign is located.
OFF PREMISES SIGN: A sign bearing commercial speech that is located on a property that
is not the premises, property, or site of the use identified or advertised on the sign.
ON PREMISES SIGN: A sign bearing commercial speech that is located on the premises,
property, or site of the use identified or advertised on the sign.
PARAPET: The portion of the building wall that rises above the roof level
PENNANT: Pieces of cloth, paper, or plastic intended to be individually supported or
attached to each other by means of rope, string or other material, and intended to be hung on
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 9 of 26
buildings or other structures or between poles that does not include any company logo or other
form of corporate identity.
PERMANENT SIGN: Any sign which is not a temporary sign.
PROJECTING SIGN: A sign other than a wall sign which is affixed to a building, and which
extends perpendicular from the building wall.
PYLON SIGN: A sign supported by a post or posts so that the sign and supports are finished
to grade and the post or posts are encased in a material consistent with the sign.
READER BOARD: A sign where the message is changeable but does not change
automatically.
REAL ESTATE DEVELOPMENT SIGN: A sign placed on the premises of a subdivision or
other real estate development related to the subdivision or real estate development.
REAL ESTATE SIGN: A sign placed upon a property advertising that particular property for
sale, rent, or lease.
RIGHT OF WAY: A public right of way, intended for vehicular traffic, including freeways,
expressways, arterials, parkways, thoroughfares, collector streets, local streets, cul-de-sacs,
access streets, avenues, boulevards, lanes, and other public ways, as n ow or hereafter
designated.
ROOF SIGN: A sign erected on the roof or above the roof line of a building or a sign painted
on or attached directly to the roof.
ROOFLINE: The uppermost line of the roof of a building or in the case of an extended
facade, the uppermost height of such facade.
SIGN: Any letter, word, symbol, device, poster, picture, reading matter, or representation in
an advertisement, announcement, message, or visual communication, whether painted,
posted, printed, affixed, or constructed, which is displayed outdoors for infor mational,
corporate identification, or communicative attention-getting purposes and is visible to the
general public.
SIGN STRUCTURE: The supports, uprights, raceway, bracing, and framework for a sign,
including the sign area.
STREET FRONTAGE: The proximity of a parcel of land to one or more streets. An interior lot
has one street frontage, and a corner lot has two (2) frontages.
TEMPORARY SIGN: Any sign which is erected or displayed for a limited period of time,
including signs affixed or attached to vehicles, including trailers, and capable of being readily
removable.
TEMPORARY EVENT SIGN: Any activity having a specific duration or the end of which is
related to a specific action. Temporary events include such activities as: festivals, open
houses, garage sales, sales and athletic events.
TOTAL SIGNAGE SQUARE FOOTAGE CALCULATION: The square footage of every sign
on the exterior of any building on the property, or visible from public property, unless explicitly
exempted by this Section, shall count towards the total signage square footage ca lculation.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 10 of 26
UNSAFE SIGN: Any sign that is out of order, in disrepair, rotten, hazardous, or in any other
manner unsafe.
WALL SIGN: A sign which is affixed to the exterior wall of a building, and which is parallel to
the building wall, and which does not project more than twelve inches (12") from the surface to
which it is attached, nor extend beyond the top of the parapet w all.
WINDOW SIGN: Any sign, pictures, symbol, attention-getting device or combination thereof,
designed to communicate information about an activity, business, commodity, event, sale, or
service, that is placed inside a window or upon the windowpanes or glass and is visible from
the exterior of the window.
12-1-4 GENERAL REQUIREMENTS
A. Consent of property owner.
1. No person may erect, place, use or permit the use of any permanent sign or sign structure
on private or public property without the property owner or authorized representative’s
written consent.
2. No person may construct, erect, place, use, or permit the use of any temporary sign on
private or public property without the property owner or authorized representative’s written
consent.
B. Any sign not exempted from the requirements of obtaining a sign permit by 12-1-5 (B) must obtain
a sign permit pursuant to 12-1-5 (A).
C. No person may erect or construct a sign on a site that contains unlawful signs.
D. No sign may be installed in a manner that obstructs the clear vision of streets, or that may be
confused with a traffic control sign, signal, or device.
12-1-5 : PERMIT REQUIREMENTS:
A. Sign Permit Requirements: All signs must be constructed in accordance with all applicable
City Code provisions, including requirements for obtaining permits and payment of
required fees. No sign, unless exempted by this Section, shall be erected, altered,
reconstructed, or moved in the City without first securing a permit from the City.
1. Application for Permit: The following information shall be submitted within or along
with the permit application for a sign:
a. Contact information of person making application and owning the sign and
property where the sign will be erected (if different).
b. A site plan drawn to scale showing the location of lot lines, buildings, structures,
tenant leased wall area if applicable, parking areas, existing and proposed signs,
and any other physical features of the property where the sign will be located.
c. Plans shall indicate the proposed location, specifications, number of signs and
their dimensions and square footage, and method of construction and attachment
to the building or placement method in the ground.
d. Diagrams for illustrative purposes. Locations, sizes or heights of signs depicted
on site plans or other drawings submitted with any planning application shall be
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 11 of 26
for illustrative purposes only. The construction of each sign shall meet the
requirements of the sign ordinance unless the conditions of approval for a
planned unit development provide otherwise.
e. Copy of stress sheets and calculations showing that the structure is designed for
dead load and wind pressure in any direction in the amount required by City
Code and all other state or federal laws, if requested by City Staff.
f. Written consent of the owner or lessee of any site on which the sign is to be
erected if the applicant is not the owner of the property.
g. Other information as determined by City Staff to show full compliance with this
Title and all other state or federal laws and ordinances of the City.
2. Administration: Sign permits are approved by City Staff. Any appeal of a City Staff
determination shall follow the procedures described in City Code Section Title 11,
Chapter 2, Section 13 (11-2-13).
B. Exceptions: No sign permit is required for the following signs which are permissible in all
zoning districts. The following signs shall conform to all the other provisions of this Title
or City Code. These signs shall not count towards the Total Signage Square Footage
Calculation.
1. Address Signs: Address signs not exceeding three (3) square feet for single family
residential properties and six (6) square feet for multi-family, industrial, or
commercial properties.
2. Building Markers: Building markers not exceeding four (4) square feet.
3. Construction Sites: At the site of new construction for development temporary signs
are permitted in accordance with the following:
a. One freestanding temporary sign is permitted, provided it complies with the
following:
(1) The sign is no larger than thirty-two (32) square feet and does not exceed
more than eight feet (8') in height.
(2) The sign must be located on the property under development.
(3) The sign shall be set back at least twenty feet (20') from all property lines.
(4) The sign shall be removed when ninety percent (90%) of the construction
in the development is completed.
b. Subdivision model homes are permitted three (3) temporary directional signs
for each model home, provided they comply with the following:
(1) Sign(s) may be no more than twenty-four inches by twenty-four inches (24"
x 24") in size.
(2) Signs must be located within the developing subdivision.
(3) Signs may not be closer than fifteen feet (15') to the back of the curb nor
closer than two feet (2') to any sidewalk or trail.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 12 of 26
(4) Signs shall not be located in the Right of Way.
(5) Sign(s) shall be removed when ninety percent (90%) of the
construction in the development is completed.
4. Incidental Signs.
5. Informational and Directional Signs: Informational and directional signs posted
onsite, provided the signs conform to the following:
a. Number.
(1) One directional sign is allowed for each vehicle entrance or exit to any non-
residential or multi-family building.
(2) Additional directional signs may be allowed if a need is demonstrated for
proper traffic flow.
b. Area. The area of each sign shall not exceed six square feet.
c. Height. The height of the sign including the pole or base shall not exceed four
feet from grade to the top of the sign.
d. Location.
(1) The sign shall be setback from any property line at least five (5) feet.
(2) Multi-tenant developments and uses on lots exceeding 50,000 square feet in
area may display internal site directional signs. Such directional signs shall be
located within 10 feet of an internal site driveway or drive aisle and may not
exceed 8 square feet in area or 6 feet in height.
(3) The sign shall not be located so as to impair the vision of the driver of a
vehicle and shall not be located in the clear view triangle.
6. Merchandise Signs: Merchandise signs in accordance with the following:
a. Must be located within twenty feet (20') from the main entrance of the
business or service being advertised.
b. Must be removed at the end of each business day.
c. May be no larger than six (6) square feet in size per side.
d. Merchandise signs in the public right of way or public easements are
prohibited.
7. Signs that exclusively express noncommercial speech, subject to the following:
a. Noncommercial flags and commercial flags. Flagpoles shall be no taller than 10
feet above the highest point of the tallest building on the lot or site, maintain a
side and rear yard setback not less than the height of the flagpole, and be
setback a minimum of 15 feet from any public right-of-way.
b. Noncommercial Signs during Election Season:
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 13 of 26
(1) In a state general election year, all noncommercial signs of any size may be
posted in any number within or outside the public right of way on private
property from forty-six (46) days before the state primary in a state general
election year until ten (10) days following the state general election.
Noncommercial signs may be placed ina City right of way on private property
only if they are located more than ten feet (10') from the back of the curb or
more than two feet (2') from the edge of a sidewalk or trail, whichever is
farthest from the street curb and/or mounted on the face of a fence if the fence
is less than ten feet (10') from the back edge of the street curb or less than two
feet (2') from the edge of a sidewalk or trail.
(2) If there is a primary for any office in a year that is not a state general election
year, noncommercial signs may be posted within or outside the public right of
way on private property twenty-one (21) days before the primary election.
When there is no primary, noncommercial signs may be posted twenty -one
(21) days before the general election.
(3) All noncommercial signs except those otherwise permitted by this Chapter
must be removed within ten (10) days following the general election.
(4) The City of Cottage Grove shall not be responsible for damage to any signs
placed in the right-of-way.
c. Noncommercial Yard Signs:
(1) Maximum of 2 signs per property.
(2) Each sign may be no larger than 6 square feet.
(3) Signs may not be located in the right of way.
d. Temporary Noncommercial Event Signs such as garage/yard sales, community
events, graduations, youth sports registration, and similar type signs.
(1) The maximum size of signs shall be six square feet in area and no more than
three feet in height.
(2) The sign shall only be displayed no more than ten (10) days prior to the event
and must be removed within 24 hours after the event is completed.
(3) Signs shall not be located in the right of way.
(4) Signs must be for event locations within the City of Cottage Grove.
(5) The person responsible for the signs placement must have the permission
of the property owner where the sign is erected.
(6) Any temporary noncommercial event sign counts towards the allotted number
of permitted yard signs identified in section C.
8. Official Government Flags/Emblems: Official government flags and emblems.
9. Public Notices or Signs Required: Official public notices or signs required by local,
state, or federal regulations and all governmental signs, including, but not limited to,
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 14 of 26
traffic control and other regulatory purpose signs, street signs, informational signs,
utility signs, danger signs, and railroad crossing signs.
10. On properties that are for sale or lease temporary signs are allowed subject to the
following regulations:
a. One sign per street frontage is permitted in residential districts.
b. In residential districts, signs must not exceed six (6) square feet in area and six
feet (6') in height.
c. Permitted as window signs as long as they do not exceed forty percent (40%) of
total window area in commercial or industrial districts.
d. In nonresidential districts, one freestanding sign per street frontage with a
maximum height of eight feet (8') and no larger than thirty-two (32) square feet is
permitted.
e. Real estate signs must be removed within seven (7) days following lease or sale
closing.
11. No commercial speech shall be permitted on a scoreboard, except that an
organization sponsoring the scoreboard or facility may include identifying information
within the area allowed for the scoreboard in a combined amount not to exceed 40
percent of the total scoreboard area. Window Signs: Window signs placed within a
building and within view of the general public cannot obstruct more than thirty-three
percent (33%) of the window and no more than 75 square feet of street frontage.
Window signs shall conform to the following standards:
a. The window signage area shall be determined by measuring a box around each
group of characters, objects, images, logos, and any background to the objects,
images, and logos.
b. Hours of operation and "open"/"closed" signs shall not be included in window
sign area calculation. Signs shall remain static and not flashing.
c. Window signs may be illuminated during hours of operation.
12-1-6 : PROHIBITED SIGNS:
A. Prohibited Signs: The following signs are specifically prohibited in any
district:
1. Motion signs, including rotating, animated, and flashing signs other than dynamic
display signs as permitted elsewhere in this chapter.
2. Roof Signs
3. Signs Painted on windows and walls and other structures.
4. Obsolete or Abandoned Signs. Illegal signs and illegal nonconforming signs.
5. Signs Attached to Utility Poles, Streetlights, Towers, Trees, Fences, Rocks, or Other
Similar Natural Surfaces.
6. Searchlights or beacons.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 15 of 26
7. No person shall display, place, erect, post, maintain, install, affix a sign on any
portion of a pedestrian bridge or overpass that passes over a freeway or a controlled
access highway.
8. No sign shall be permitted that is a hazard to the public health, safety, convenience,
or general welfare.
9. Benches and Bus Shelter Signs: Signs on bus shelters and bus benches are
prohibited.
10. Off premises signs.
11. On corner lots, no signs are permitted within a clear view triangle. The clear view
triangle is that area that begins at the intersection of the front property line and
corner side property line and is measured back ten feet (10') along both property
lines. Those points are then connected with a straight line.
12. No sign shall contain any obscene matter as defined by Minnesota Statutes Section
617.241.
13. Pennants or feather flags.
14. Inflatable signs.
15. Pylon signs.
16. Signs that obstruct windows, doors, fire escapes, or an opening intended to provide
ingress or egress to any structure or building.
17. Signs that appear in color or design to resemble a traffic sign or signal or that make
use of words, symbols, or characters in such a manner as to interfere with, mislead,
or confuse pedestrian or vehicular traffic.
12-1-7 : DESIGN STANDARDS:
A. Color of Signs: All signs which have their backs visible to public view shall have such
backs painted in a neutral color compatible with the background against which they are
set.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 16 of 26
B. Signs Affixed Flat Against Building Walls: No sign affixed flat against a building wall
shall extend beyond any edge of such wall, nor shall any such sign extrude more than
twelve inches (12") from the wall.
C. Changing Copy of Sign: The changing of the copy or message of a painted, plastic face,
or printed sign is permitted without a permit provided that there is no change in the size,
shape, or lighting of the sign.
D. Compliance with Building and Electrical Code: All signs shall comply with all applicable
provisions of the building code and, if applicable, electrical code.
E. Approval of Property Owner: No sign shall be placed on any property without the
approval of the property owner.
F. Height Above Public Ways: Except for necessary poles, uprights, pedestals, and other
support structure elements, no portion of any sign located over a public right of way
shall be less than eight feet (8') above grade level, except for signs that are designed
such that they present no hazard to pedestrians or vehicles.
G. Illuminated Signs:
1. Illuminated signs lighted by any means, whether as an integral part of the sign or a
light away from the sign, such as floodlights, shall be governed as follows:
a. Any combination of signs or light sources which cast a light on a public street
shall not exceed one foot-candle (foot-candle meter reading) as measured at the
property line.
b. Any combination of signs or lights which cast light on property zoned for
residential use shall not exceed five-tenths (0.5) of a foot candle (foot- candle
meter reading) as measured at the property line of such residential property.
c. In no instance shall exposed light bulbs be utilized to light signs, property, or
merchandise. The lights shall be hooded or controlled in some manner so as to
direct light away from public streets or adjacent or nearby property.
d. The illumination source shall not be placed so as to cause or create a traffic hazard
or to conflict with traffic control signs or lights.
e. The illumination electrical power supply, wiring, and conduits must not be visible
on the exterior of the sign.
2. The illumination of building facades and landscaping with architectural lighting shall
be permitted when properly maintained.
H. Dynamic Display Signs:
1. Permitted Locations:
a. On wall or monument signs located:
(1) On properties located in any business or industrial zoning district.
(2) On properties with a conditional use permit for religious or
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 17 of 26
institutional use in any zoning district.
(3) On government buildings or sites located in any zoning district.
2. Prohibited Locations:
a. On pylon signs.
b. As window signs.
c. As portable signs.
d. On rooftops.
e. In residential and agricultural districts, except as allowed in section
12-1-7(H).
3. Setback Requirements: Ten feet (10') from edge of sign to any property line.
4. Dynamic Display Size:
a. Twenty-four (24) square feet maximum per property.
b. Included in total wall and monument signage square footage calculations.
5. Dynamic display images shall be static.
6. Dynamic Display Transition: Scrolling, the appearance of motion, flashing,
animation, motion video, and similar transitions are prohibited.
7. Dynamic Display Frequency: One hour minimum between changes in display
transition. Emergency notifications or alerts posted on government signs are exempt
from this Section.
I. Menu Board Signs for fast food restaurant uses. Drive-through menu board signs are
allowed for restaurants with a drive through window provided the requirements in this
section are met.
1. Location: All drive-through menu board signs shall be single sided and located
adjacent to the drive-through lane and shall not be located in any required setback.
Menu boards signs may be affixed to the building.
2. Height: A drive-through menu board sign shall not exceed eight (8) feet above grade
in height.
3. Size: A drive-through menu board sign shall not exceed forty (40) square feet.
4. Number: Up to two drive-through menu board signs are permitted per drive- through
lane. The total surface area of the two signs shall not exceed forty (40) square feet.
5. A Drive-through menu board signs shall comply with the following standards:
a. The images, colors, and text may not change more than five (5)
times per day;
b. All images, colors, and text shall be static with no flashing, scrolling, or animation;
c. At any time, the business or drive-through is closed to the public, any Drive-
through menu board sign shall be turned off until the business or drive - through is
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 18 of 26
open to the public;
d. Signs with speakers or intercoms shall be designed and located in a manner to
direct noise away from adjoining properties. Speaker noise shall not be audible to
adjacent residential properties; and
e. The sign(s) shall not be located as to impair the vision of the driver of a vehicle
traveling either into, out of, or through the drive-through lane.
J. Projecting Signs: Permitted only in business and industrial districts, subject to the following
restrictions:
1. The maximum sign area shall be twenty (20) square feet per building face.
2. Not less than eight feet (8') of clearance shall be provided between the sidewalk
elevation and the lowest point of the projecting sign.
3. Signs shall project from the face of the building no more than the lesser of one -
third (1/3) of the sidewalk width or four feet (4'). Sidewalk width shall be measured
perpendicular from the face of the building at the proposed sign location.
12-1-8 : SIGNS IN AGRICULTURAL DISTRICTS
A. Farm Identification Sign:
1. Shall be Located at Entrance
2. Located on Private Property: Shall be located at least three (3) feet from any
property line and prohibited on public rights of way.
3. One sign no more than twenty-five (25) square feet
4. Maximum Height: The maximum height of a farm area identification sign shall be
ten feet (10').
5. Does not require a permit.
B. Monument Signs for Places of Worship, Parks, Schools, and Other Nonresidential
Buildings:
1. Number: One monument sign with a building permit.
2. Size. Sign shall not exceed a total of fifty (50) square feet and shall not exceed a
height of ten feet (10').
3. Location. Signs shall be located at least three (3) feet from any property line and
prohibited on public rights of way.
4. Design: The base of the monument sign shall be constructed of class I materials that
compliment those used on the building(s) for which the sign is located.
5. In addition to monument signage, wall signage is permitted provided that the wall
sign area shall not exceed fifty (50) square feet.
C. Temporary Signs for Places of Worship, Parks, Schools, and Other
Nonresidential Buildings:
1. A maximum of four (4) temporary sign permits may be issued per calendar year for
up to fifteen (15) days each. The temporary sign must be in the form of a
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 19 of 26
weatherproof banner no larger than thirty-two (32) square feet in size.
2. Location: Securely fastened to pole on the property the business is located or
attached to the principal structure.
3. Signs shall be setback a minimum of 25 feet from the edge of the road.
4. Removal After Expiration of Permit: On premises temporary signs must be removed
within twenty-four (24) hours after the expiration of the permit.
5. One (1) temporary sign permit may be issued per property at a given time.
12-1-9 : SIGNS IN RESIDENTIAL DISTRICTS
A. Entrance Monument Sign:
1. Located at Entrance: Shall be located at the entrance to the project or subdivision.
2. Located on Private Property: Shall be located at least three (3) feet from any
property line and prohibited on public rights of way.
3. Maximum Permitted: A maximum of two (2) entrance monuments no more than
twenty-five (25) square feet per sign, may be permitted at each project entrance or
subdivision entrance. Two (2) signs are permitted at each project entrance only to
create a gateway effect at opposite corners of the entrance to the project. Wall
signage is permitted provided that the wall sign area shall not exceed fifty (50)
square feet.
4. Maximum Height: The maximum height of an entrance monument sign shall be ten
feet (10').
5. Multiple-Family Buildings: A multiple-family complex consisting of three (3) or more
structures or ten (10) or more units shall be allowed an entrance monument sign not
to exceed fifty (50) square feet. The base of the monument sign shall be constructed
of class I materials that compliment those used on the building(s) for which the s ign
is located.
B. Monument Sign for Places of Worship, Parks, Schools, and Other Nonresidential
Buildings: Are permitted one monument sign upon their property with a building permit
and shall meet the following standards.
1. Size. Sign shall not exceed a total of fifty (50) square feet and shall not exceed a
height of ten feet (10').
2. Location. Signs shall be located at least three (3) feet from any property line and
prohibited on public rights of way.
3. Design: The base of the monument sign shall be constructed of class I materials that
compliment those used on the building(s) for which the sign is located.
4. In addition to monument signage, wall signage is permitted provided that the wall
sign area shall not exceed fifty (50) square feet.
C. Wall signs.
1. Area. maximum allowable area of 70 square feet.
2. Location. Wall signs may be placed only on walls facing the street frontage.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 20 of 26
3. Lighting. Signs shall not be internally illuminated.
D. Temporary Sign for Multi-family, Places of Worship, Parks, Schools, and
Other Nonresidential Buildings:
1. A maximum of four (4) temporary sign permits may be issued per calendar year for
up to fifteen (15) days each.
a. The temporary sign must be in the form of one (1) weatherproof banner no larger
than thirty-two (32) square feet in size or;
b. Up to four (4) yard signs that are no larger than six (6) square feet each.
2. New places of worship, parks, schools, and other nonresidential may have one
temporary sign permit per calendar year shall be issued for no more than thirty
(30) days.
3. Removal After Expiration of Permit: On premises temporary signs must be removed
within twenty-four (24) hours after the expiration of the permit.
4. Location. Securely fastened to poles on the property the nonresidential use or multi-
family is located or attached to the principal structure.
5. Signs shall not be located in the Right of Way.
6. One temporary sign permit may be issued per property at a given time.
12-1-10 : SIGNS IN BUSINESS DISTRICTS
A. Monument Sign:
1. Number of Signs: One (1) on premises monument sign shall be permitted per
property.
2. Location:
a. Monument signs shall be no closer than seventy-five feet (75') to
another monument sign.
b. No monument sign shall be erected within the clear view triangle.
c. Must be at least three (3) feet from all property lines and shall not be
in the right-of-way.
3. Size: The size of a monument sign is determined by the gross square footage of the
principal structure located on the property:
Principal Structure
(Gross Square Feet)
Monument
Height Copy And Graphic
(Square Feet)
Greater than 100,000 15 feet 100
20,001 - 100,000 15 feet 90
Less than 20,000 15 feet 70
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 21 of 26
4. Design: The base of the monument sign shall be constructed of class I materials that
compliment those used on the building(s) for which the sign is located.
B. Properties or businesses within a commercial building complex may request an
individual or joint monument sign if they meet the standards in this section and 11 -2-7.
C. Wall Signs:
1. The following table indicates maximum wall signage permitted per tenant wall:
Principal Structure
Size (Gross Square
Feet)
Individual Wall Sign Calculation
100,001 - 400,000
square feet
200 square feet or 1.25 square feet of sign per linear foot of
the tenant frontage, whichever is less
20,001 - 100,000 square
feet
150 square feet or 1.25 square feet of sign per linear foot of
the tenant frontage, whichever is less
Less than 20,000
square feet
100 square feet or 1.25 square feet of sign per linear foot of
the tenant frontage, whichever is less
2. Each exterior wall of each tenant frontage shall be calculated separately using the
wall sign calculation above to determine the amount of wall signage allowed for that
exterior wall.
3. Wall signage is limited to a maximum of 3 sides of a principal structure.
4. Each tenant's wall sign on a multi-tenant building shall not extend closer than two
feet (2') from the tenant's lease line.
5. Tenant’s wall sign shall be individually mounted letters or located on a raceway that
is consistent in color with the wall facade. A box sign may be used as needed to
incorporate the tenant logo.
6. Cabinet style wall signs shall be internally illuminated. The light source shall be
entirely enclosed within the sign.
7. Wall signs shall not extend above the roofline of any principal building.
8. Sign changeouts require repair to holes or other wall markings left and painting to
match tenant wall facade color.
D. Awnings, Canopies, Marquees:
1. Signs on awnings, marquees, and canopies shall be considered wall signs under the
terms of this Section and subject to the regulations for said signs.
a. Copy or graphics on awnings, canopies, or marquees shall be
considered as part of the individual wall area calculation.
b. An awning may be designated as a sign area as an addition to a sign
on the building facade, provided the awning signage does not exceed
the total sign area allowed.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 22 of 26
c. The sign displayed on the awning shall not be more than forty percent
(40%) of the awning's principal face.
E. On Premises Temporary Signs: Temporary signs may be erected and
maintained in the City only in compliance with this sign code, and with the
following additional provisions:
1. Existing Businesses: A maximum of four (4) temporary sign permits may be issued
to each business per calendar year for up to fifteen (15) days each.
a. The temporary sign must be in the form of one (1) weatherproof banner no larger
than thirty-two (32) square feet in size or;
b. Up to four (4) individual yard signs that are no larger than six (6) square feet each.
2. New Business or Reopening of an Existing Business or Store Closing: One
temporary sign permit per calendar year shall be issued for no more than thirty (30)
days.
3. Removal After Expiration of Permit: On premises temporary signs must be removed
within twenty-four (24) hours after the expiration of the permit.
4. Location. Securely fastened to pole on the property the business is located or
attached to the principal structure.
5. Signs shall not be located in the Right of Way.
6. One (1) temporary sign permit may be issued per property at a given time.
12-1-11 : SIGNS IN INDUSTRIAL DISTRICTS
A. Monument Sign:
1. Number of Signs: One (1) on premises monument sign shall be permitted at each
public road access point.
2. Location:
a. Monument signs shall be no closer than seventy-five feet (75') to another
monument sign.
b. No monument sign shall be erected within the clear view triangle.
3. Size: The size of a monument sign is determined by the gross square footage of the
principal structure located on the property:
Principal
Structure
(Gross Square
Feet)
Monument
Height Copy And
Graphic (Square
Feet)
Greater than
100,000
15 feet 100
20,001 - 100,000 15 feet 90
Less than 20,000 15 feet 70
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 23 of 26
4. Design: The base of the monument sign shall be constructed of class I materials that
compliment those used on the building(s) for which the sign is located or advertising.
5. Internal Directional signage: Shall be permitted without a permit up to 12 sq ft per
sign and shall not count towards signage allowance.
B. Properties or businesses within a commercial building complex may request
an individual or joint monument sign if they meet the standards in this
section and 11-2-7.
C. Wall Signs:
1. The following table indicates maximum wall signage permitted per tenant wall:
Principal Structure Size
(Gross Square Feet)
Individual Wall Sign Calculation
100,001+ square feet 200 square feet
Less than 100,000 square feet 150 square feet
2. Each exterior wall of each tenant frontage shall be calculated separately using the
wall sign calculation above to determine the amount of wall signage allowed for that
exterior wall.
3. Wall signage is limited to a maximum of 3 sides of a principal structure.
4. Each tenant's wall sign on a multi-tenant building shall not extend closer than two
feet (2') from the tenant's lease line.
5. Tenant’s wall sign shall be individually mounted letters or located on a raceway that
is consistent in color with the wall facade. A box sign may be used as needed to
incorporate the tenant logo.
6. Cabinet style wall signs shall be internally illuminated. The light source shall be
entirely enclosed within the sign.
7. Wall signs shall not extend above the roofline of any principal building.
8. Sign changeouts require repair to holes or other wall markings left and painting to
match tenant wall facade color. Awnings, Canopies, Marquees:
9. Signs on awnings, marquees, and canopies shall be considered wall signs under the
terms of this Section and subject to the regulations for said signs.
a. Copy or graphics on awnings, canopies, or marquees shall be considered as part
of the individual wall area calculation.
b. An awning may be designated as a sign area as an alternative or addition to a sign
on the building facade, provided the awning signage does not exceed the total sign
area allowed.
c. The sign displayed on the awning shall not be more than forty percent (40%) of the
awning's principal face.
D. On Premises Temporary Signs: Temporary signs may be erected and maintained in the
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 24 of 26
city only in compliance with this sign code, and with the following additional provisions:
1. Existing Business: A maximum of four (4) temporary sign permits may be issued to
each business per calendar year for up to fifteen (15) days each.
a. The temporary sign must be in the form of one (1) weatherproof banner no larger
than thirty-two (32) square feet in size or;
b. Up to four (4) yard signs that are no larger than six (6) square feet each.
2. New Business or Reopening of an Existing Business or Store Closing: One (1)
temporary sign permit per calendar year shall be issued for no more than thirty (30)
days.
3. Removal After Expiration of Permit: On premises temporary signs must be removed
within twenty-four (24) hours after the expiration of the permit.
4. Location. Securely fastened to pole on the property the business is located or
attached to the principal structure.
5. Signs shall not be located in the Right of Way.
6. One (1) temporary sign permit may be issued per property at a given time.
12-1-13: MISCELLANEOUS SIGN PROVISIONS
A. It is recognized that signs exist within the City that were lawful before these sign
regulations were adopted but are prohibited under the regulations of this article. Such
nonconforming signs are allowed to continue as nonconforming signs provided that
such signs are safe, are maintained so as not to be unsightly, and have not been
abandoned or removed. Nonconforming signs are subject to compliance with the
following provisions:
1. Nonconforming signs may not be enlarged or altered in a way that increases the
sign's nonconformity.
2. If the use of the nonconforming sign or sign structure is discontinued for a period of
one year, the sign or sign structure may not be reconstructed or used except in
compliance with the provisions of this article.
3. Should a nonconforming sign or sign structure be damaged, or structure be
destroyed by any means to an extent greater than 50% of its market value and all
required permits for its reconstruction have not been applied for within 180 days of
when the sign or sign Structure was damaged, it may not be reconstructed or used
except in compliance with the provisions of this article.
4. If a nonconforming sign or sign structure is moved for any reason for any distance
whatsoever, it must thereafter comply with the regulations of this article.
5. Existing signs on the site of a use that is not permitted in the zone in which the use
is located may not be enlarged, expanded or moved except in changing the sign to a
sign permitted in the subject zone.
6. When a building loses its nonconforming status all signs devoted to the building
must be removed and all signs painted directly on the building must be repainted in a
neutral color or a color that matches the building.
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 25 of 26
B. Maintenance and Repair Requirements:
1. All signs, together with all their supports, braces, guys, and anchors shall be kept in
repair and in proper state of preservation.
2. The display surfaces of all signs and tier supports shall be kept neatly painted or
posted at all times.
3. All signs which are unsafe, dangerous, and/or unsightly shall be repaired or
removed. Unsafe or dangerous signs shall be removed or otherwise properly
secured by the property owner and/or sign owner upon receipt of notice to do so
given by the City. Any abandoned, unsafe, or illegal sign is hereby declared to be a
danger to the health, safety, and welfare of the citizens of Cottage Grove and is
declared to be a public nuisance subject to abatement and assessment, except that
legally established nonconforming signs shall not be abated until they have been
abandoned for more than one year. Unsightly signs must be repaired or removed
within fifteen (15) days of notification. The term "unsight ly" shall mean a condition in
which the sign has deteriorated to the point where at least one-fourth (1/4) of the
surface area of the name, identification, description, display, illustration, or other
symbol is no longer clearly recognizable at a distance of twenty feet (20'); or where
paint is peeling, chipping, or flaking from the structure surface, or where the sign has
developed significant rust, corrosion, rotting, or other deterioration in the physical
appearance.
4. Every sign and the immediate surrounding premises shall be maintained by the
owner or person in charge thereof in a clean, sanitary, and inoffensive condition and
free and clear of all obnoxious substances, rubbish, and weeds. Notice shall be
given to the Community Development Director of any change in sign user, sign
owner, or owner of the property on which the sign is located.
SECTION 3. SUMMARY PUBLICATION. Pursuant to Minnesota Statutes Section
412.191, in the case of a lengthy ordinance, a summary may be published. While a copy of
the entire ordinance is available without cost at the office of the City Clerk, the following
summary is approved by the City Council and shall be published in lieu of publishing the
entire ordinance:
“The City of Cottage Grove is proposing to repeal Zoning Code Section 11 -3-14,
Signs, and replace it with Title 12, Sign Regulations.”
SECTION 4. EFFECTIVE DATE. This ordinance shall be in full force and effect upon
enactment and publication according to law.
Passed this 1st day of May, 2024.
Myron Bailey, Mayor
Attest:
City of Cottage Grove, Minnesota
Ordinance No. 1082
Page 26 of 26
Tamara Anderson, City Clerk
Published in the Saint Paul Pioneer Press on [Date].
1
City Council Action Request
7.O.
Meeting Date 5/1/2024
Department Public Works
Agenda Category Action Item
Title Rural Surface Transportation Grant Application County Road 19A &
100th Street
Staff Recommendation Adopt resolution 2024-068 supporting the City’s Rural Surface
Transportation Grant application for the County Road 19A & 100th
Street Realignment Project.
Budget Implication This application will be for $18,587,060 and requires a 20 percent local match. This local match
amount of $4,646,765 would be roughly split 40/60 between the City and County and is identified
in both of our Capital Improvement Plans.
Attachments 1. 2024 Rural Surface Tranportation Grant Memo 2024-4-24
2. 2024 Rural Grant Resolution
To:Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From:Ryan Burfeind, Public Works Director
Date:April 23, 2024
Re:County Road 19A &100th Street Realignment Project – Rural Surface
Transportation Grant Program Application
Background
In 2019, Washington County began a planning study related to a future arterial roadway to be
developed in the southwestern area of the County, within the City of Cottage Grove. The pri-
mary driver of this study was to address the lack of arterial roadways in this area of the County.
The County worked with several partners on this project including Cottage Grove, St. Paul Park,
Grey Cloud Island Township, and the South Washington Watershed District. In April of 2021, the
final study was approved by the City Council.
Since that time, this southern area of Cottage Grove has seen a rapid acceleration of both in-
dustrial and residential development. Due to this, the City and County are working to implement
the first phase of the Southwest Arterial Study. This will involve the realignment of County Road
19A and 100th Street to provide a direct connection from Highway 61 into the Business Park.
This project would also include the construction of a bridge over the CPKC Railroad, which is
critical to allow for unhindered access for logistics and distribution businesses.
Discussion
While preliminary design work has been in process by the County, final design, right-of-way
acquisition, and construction costs are not fully funded at this point. The City and County are
working to obtain funding through multiple sources including State and Federal grants, and
State Bonding. To date, nearly $15 million in funding has been secured. In 2022 and 2023, the
City applied for Rural Surface Transportation Grant program grants. Although the project did
not receive funding, during debriefs with the FHWA grant team we found our project has
continued to score very well.
Staff is working to resubmit for the 2024 grant cycle, which is due May 6. As part of the
application, a resolution from the City Council is required. The total project costs are estimated
at $46,885,000. This application will be for $18,587,060 and requires a 20 percent local match.
This local match amount of $4,646,765 would be roughly split 40/60 between the City and
County and is identified in both of our Capital Improvement Plans.
Recommendation
It is recommended that the City Council adopt resolution 2024-068 supporting the City’s Rural
Surface Transportation Grant application for the County Road 19A & 100th Street Realignment
Project.
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-068
A RESOLUTION AUTHORIZING THE CITY TO APPLY FOR FUNDING FOR THE
MULTIMODAL PROJECT DISCRETIONARY GRANT PROGRAM
WHEREAS, the City of Cottage Grove is seeing incredible growth and
modernization; and
WHEREAS, with such rapid growth, it has been a challenge for the City to replace
aging infrastructure, address increasing traffic congestion, and improve safety all while
encouraging a robust period of diverse population growth and job growth; and
WHEREAS, a 2019 study conducted by Washington County (the “Study”)
documented a lack of roadways specifically serving an area of growing industrial and
residential development near Jamaica Avenue and Trunk Highway 61, a pivotal
intersection for the community and region; and
WHEREAS, the Study recommended the solution to congestion and safety
concerns is the construction of a new arterial roadway that would also require the
realignment of the existing 100th Street and County Road 19A, the intersection
reconstruction of County Road 19A and Trunk Highway 61 and the construction of a
railroad bridge to provide a grade-separated crossing over Canadian Pacific’s rail line
(hereinafter referred to as the “Southwest Arterial Project”); and
WHEREAS, the Southwest Arterial Project will serve as the main transportation
route to Trunk Highway 61 from this growing area of the community, will greatly reduce
congestion, increase capacity, and relieve stress at the Jamaica Avenue and Highway 61
interchange and also provide a much-needed additional access point to the City’s
Industrial Park; and
WHEREAS, there has been unprecedented new growth in the City’s Industrial
Park, including the new NorthPoint Development, a 3.4 million square foot industrial park
that will bring 1,800 jobs to the community, and by Renewal by Anderson which completed
a 330,000 square foot expansion, and two additional distribution center projects totaling
366,000 square feet; and
WHEREAS, the residential development in this same area is also seeing the
extraordinary growth of several potential development projects by 2025 that will total
nearly 1,000 additional residential units and include a variety of housing stock and
affordability tiers with single-family lots, smaller lots for active adults, townhomes and
apartments; and
WHEREAS, the Southwest Arterial Project is both locally and regionally significant
as it is directly improving the access to the main thoroughfare of Trunk Highway 61 that
connects the City of Cottage Grove northerly to the Twin Cities Metro Area as well as to
the southern regions of the State; and
WHEREAS, this critical corridor is essential to the mobility of the City’s workforce,
supply chain industries, and future bus transit investments; and
WHEREAS, by reducing traffic congestion and increasing safety, the Southwest
Arterial Project will have a substantial and immediate impact by providing efficiencies in
mobility, accessibility and connectivity to travelers, residents, workforce, and industries;
and
WHEREAS, the Southwest Arterial Project is an innovative project in collaboration
with other governmental agencies who all seek to increase workforce development
opportunities, create community connectivity, and remove barriers to opportunity; and
WHEREAS, there are significant funding obstacles to design, construct and realize
the Southwest Arterial Project, which has an estimated total project cost of $46,885,000;
and
WHEREAS, the Metropolitan Council recognized the regional significance of the
Southwest Arterial by awarding in $7,000,000 in PROTECT Program formula funding;
and the Minnesota Department of Transportation recently awarded $5,000,000 in grant
funding to the Project from the Minnesota Highway Freight Program; and
WHEREAS, based on the estimated total project cost and the $18,587,060 MPDG
funding request, in the event of a MPDG grant award the city must provide a 20% match
in the amount of $4,646,765; and
WHEREAS, the Multimodal Projects Discretionary Grant Program (MPDG), which
provides funding for transportation projects of national and regional significance that
result in good-paying jobs, improve safety, address barriers to opportunity, and explicitly
address climate change and racial equality; and
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage
Grove, in partnership with County of Washington, State of Minnesota, that the City is
hereby authorized to apply for and execute the necessary documents for the MPDG Grant
application to request funding for the Southwest Arterial Project and the City will honor
the program requirements and funding agreement timeline; and
BE IT FURTHER RESOLVED, that a contingency plan for full project funding and
any unforeseen circumstances include city commitment and funds budgeted in
Washington County’s Capital Improvement Plan and further demonstrated in their letter
of support; and
Passed this 1st day of May 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
1
City Council Action Request
7.P.
Meeting Date 5/1/2024
Department Public Works
Agenda Category Action Item
Title Hydro-Klean LLC for 2023 Televising and Cleaning Associated with
the 2024 Pavement Management Project - Final Payment
Staff Recommendation Adopt Resolution 2024-076 approving the final payment in the
amount of $70,870.00 to Hydro-Klean, LLC for the 2023 Televising
and Cleaning Project associated with the 2024 Pavement
Management Project for a total project amount of $115,016.09.
Budget Implication $70,870.00 - Utility Funds
Attachments 1. 2024-05-01 HydroKlean Final Payment Memo
2. HydroKlean Final Payment Resolution
3. HydroKlean Final Payment Default Follow Up Letter
To:Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From:Crystal Raleigh, PE, Assistant City Engineer
Date:April 24, 2024
Re:Final Payment, Hydro-Klean LLC for 2023 Televising and Cleaning Associated
with the 2024 Pavement Management Project
Background
Design of the annual pavement management project requires inspection of the sanitary sewer
and storm sewer pipes within the project area. On July 19, 2023 the City Council awarded a
contract to Hydro-Klean, LLC for the 2023 Televising and Cleaning project associated with design
of the 2024 Pavement Management project in an amount of $121,664.45 with an hourly rate of
$275/hour for any necessary storm sewer cleaning.
Discussion
Hydro-Klean began work in August, 2023. In September, 2023, staff processed an initial contract
payment to Hydro-Klean, LLC in the amount of $44,146.09. As the project progressed, staff raised
concerns with Contractor related to the quality of work and the timeliness of project deliverables,
which were provided to staff more than two months beyond the required deadline. In December
2023, Hydro-Klean invoiced $92,682.34 for the completion of the project.
On January 9, 2024, staff provided Hydro-Klean, LLC with a Formal Notice of Default for the 2023
Televising and Cleaning Project. On February 6, 2024 staff provided Hydro-Klean with a detailed
list of deficiencies that resulted in increased staff time and delayed project schedule. Staff pro-
posed a final payment amount of $70,870.00. This amount was $21,812.34 less than the amount
invoiced by Hydro-Klean, LLC.
On April 17, 2024, Hydro-Klean, LLC acknowledged the contract default and agreed to the pro-
posed final payment amount of $70,870.00, which would bring the overall project total to
$115,016.09.
Recommendation
It is recommended the City Council adopt Resolution 2024-076 approving the final payment in the
amount of $70,870.00 to Hydro-Klean, LLC for the 2023 Televising and Cleaning Project associ-
ated with the 2024 Pavement Management Project for a total project amount of $115,016.09.
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-076
RESOLUTION APPROVING THE FINAL PAYMENT IN THE AMOUNT
OF $70,870.00 TO HYDRO-KLEAN, LLC FOR 2023 TELEVISING AND CLEANING
ASSOCIATED WITH THE 2024 PAVEMENT MANAGEMENT PROJECT
WHEREAS, the City Engineer has certified that work has been satisfactorily
completed; and
WHEREAS, the original total contract amount was $121,664.45 plus $275/hour for
cleaning. The final construction cost was $115,016.09, which is $6,648.36 less than the
contract amount. The reduced construction cost was due to contract defaults such as
quantity discrepancies and delayed deliverables and was agreed to by Hydro-Klean, LLC;
and
WHEREAS, the project has been completed to an acceptable level of conformance
with the contract.
NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage
Grove, Washington County, Minnesota, that $70,870.00 is paid to Hydro-Klean, LLC for
the final payment for the 2023 Televising and Cleaning Project.
Passed this 1st day of May 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
CITY OF COTTAGE GROVE 12800 Ravine Parkway Cottage Grove, Minnesota 55016
www.cottagegrovemn.gov 651-458-2800 Fax 651-458-2897 Equal Opportunity Employer
February 6, 2024
Hydro-Klean, LLC
Attention: Jill Lomp
333 NW 49th Place
Des Moines, IA 50313
RE: Formal Notice of Default – 2023 Televising and Cleaning Follow Up
Dear Ms. Lomp,
City staff is providing follow up to its letter dated January 9, 2024, in which formal notice was
provided to Hydro-Klean, LLC that you were in default of the General Services Agreement, for
the 2023 Televising and Cleaning project dated July 19, 2023.
As noted in the letter of default, additional time and money was spent above and beyond what
would be typical in a televising and cleaning project, and the deliverable was two months past
the deadline. In reviewing the most recent invoice from Hydro-Klean, LLC dated November 30,
2023, an amount of $92,682.34 was requested. Due to the default of the project, in addition to
quantity discrepancies as is denoted in the attached summary spreadsheets, the city is willing
to pay $70,870.00. If agreed upon, please sign below and the city will move forward with
issuance of final payment and closing out the project.
If you have any questions regarding this matter, I can be reached at 651-458-2848 or via email
at ameyer@cottagegrovemn.gov.
Sincerely,
Amanda Meyer, PE Acknowledgement:
Assistant City Engineer
____________________
(Name)
____________________
(Title)
____________________
(Signature)
____________________
(Date)
Mike Ingham
Chief Sales Officer
3-22-24
December '23 Invoice
Qty to Pay Dec '23
San Clean/Televise $1.81 13306 $24,084.51
Storm Clean/Televise $1.15 13874 $15,955.45
San Bypass $6.50 5277 $34,303.04
Cleaning $275.00 43 $11,825.00
-$10,000.00
-$5,298.00
$70,870.00
September '23 January '24 Total Contract
$31,256.89 $24,084.51 $55,341.40
$12,889.20 $15,955.45 $28,844.65
$0.00 $34,303.04 $34,303.04
$0.00 $11,825.00 $11,825.00
-$15,298.00 -$15,298.00
$115,016.09
Cleaning
Credits
Total Contract Payout
Total Contract Payout
San Clean/Televise
Storm Clean/Televise
San Bypass
Dec '23 Payment:
Credit for Late Delivery
Credit for Add'l Engineering Cost
STORM SEWER TELEVISING & CLEANING DEDUCTIONS
Storm Sewer Total Footage 26640
Storm Footage Paid Previously 11208
Storm Footage to Deduct 1558
Storm Footage to Pay This Invoice 13874
Length % Payment Deduct Deduct Footage Deduct Reason
ST1964 ST1965 289.3 100.00%289.30 Camera stuck on 1st pass.
ST1964 ST1965 118.5 100.00%118.50 Camera stuck on 1st pass.
ST2587 ST2591 1 100.00%1.00 Camera stuck on 1st pass.
ST2588B ST2589 71.1 10.00%7.11 Should have been marked for cleaning.
ST2588B ST2589 61.2 10.00%6.12 Should have been marked for cleaning.
ST2594 ST2595 2 100.00%2.00 Camera stuck on 1st pass.
ST2594 ST2595 24.7 100.00%24.70 Camera stuck on 1st pass.
ST2595 ST2595A 3.2 50.00%1.60 Should have been marked for cleaning.
ST2595 ST2595A 19.6 50.00%9.80 Should have been marked for cleaning. Large obstruction.
ST338 ST2270 88.1 100.00%88.10 Camera stuck on 1st pass.
ST4046 ST4420 2.8 100.00%2.80 Camera stuck on 1st pass.
ST4046 ST4420 78.7 50.00%39.35 Should have been marked for cleaning.
ST-4079 ST2073 310.6 75.00%232.95 Overlap w/downstream footage. Pay 1,200' total.
ST4108 ST4092 269.5 20.00%53.90 Should have been marked for cleaning.
ST4108 ST4092 63 20.00%12.60 Should have been marked for cleaning.
ST4848 ST4847 338.8 20.00%67.76 Should have been marked for cleaning.
ST4848 ST4847 24.1 20.00%4.82 Should have been marked for cleaning. Didn't pan at cracks.
ST4933 ST4937 1 100.00%1.00 Camera stuck on 1st pass.
ST4933 ST4937 1 100.00%1.00 Camera stuck on 1st pass.
ST4934 ST4928 11.5 100.00%11.50 Camera stuck on 1st pass.
ST4934 ST4928 1 100.00%1.00 Camera stuck on 1st pass.
ST4941 ST4942 18.8 100.00%18.80 Camera stuck on 1st pass.
ST4948 ST3561 312.9 100.00%312.90 Camera stuck on 1st pass.
ST4952 ST4949 42.2 25.00%10.55 We asked for this to be cleaned on 11-6-23.
ST4952 ST4949 2.8 50.00%1.40 We asked for this to be cleaned on 11-6-23.
ST4075 ST3515 45.4 20.00%9.08 Didn't stop and pan at breaks in pipe.
ST2242 ST2709 36.6 20.00%7.32 Didn't stop and pan at breaks in pipe.
ST2708 ST2709 40.5 10.00%4.05 Unable to see the top of pipe, video blurry.
ST4940 ST4939 37.6 20.00%7.52 Sediment and concrete block in pipe, 0' - 15'
ST4946 ST3562 34.6 35.00%12.11 Sediment and rocks in pipe, 8' - 34'
ST4944 ST4945 28.1 10.00%2.81 End of pipe completely blocked. Should have been marked for cleaning.
ST438 ST4835 33.3 25.00%8.33 Bright glare blocking 1/4th of the pipe.
ST4838 ST4845 20.4 10.00%2.04 Water on camera lens obstructs view.
ST2242 ST2709 36.6 10.00%3.66 Top of pipe not visible. Should have been marked for cleaning.
ST4947 ST3562 72.4 5.00%3.62 Should have been marked for cleaning.
ST340 ST338 109.3 10.00%10.93 2'-14' not visible. Should have been marked for cleaning.
ST122 ST3516 41 5.00%2.05 Separating joint at 35' not panned appropriately.
ST123 ST4074 46 10.00%4.60 Should have been marked for cleaning. Didn't pan at cracks.
ST121 ST4075 44.4 5.00%2.22 Didn't stop and pan at breaks in pipe.
ST3513 ST3514 33.5 15.00%5.03 Didn't stop and pan at breaks in pipe.
ST3203 ST3513 48.5 5.00%2.43 Didn't stop and pan at breaks in pipe.
ST4832 ST4833 133.5 5.00%6.68 Concrete block in flow line, didn't stop and pan at cracks.
ST4831 ST4832 247 2.00%4.94 Chipped joints not called out, didn't stop and pan at cracks.
ST4829 ST4830 267.6 5.00%13.38 Sediment in pipe, didn't stop and pant at cracks.
ST4828 ST4829 94.6 10.00%9.46 Should have been marked for cleaning.
ST4822 ST4823 39.7 5.00%1.99 Should have been marked for cleaning.
ST4843 ST4848 45.1 10.00%4.51 Should have been marked for cleaning, didn't stop and pan at cracks.
ST4842 ST4848 24.8 10.00%2.48 Should have been marked for cleaning.
ST4847 ST4846 43 10.00%4.30 Should have been marked for cleaning.
ST4841 ST4846 10.3 10.00%1.03 Should have been marked for cleaning.
ST4840 ST4846 23.2 10.00%2.32 Should have been marked for cleaning.
ST4846 ST4835 381.5 15.00%57.23 Should have been marked for cleaning, didn't stop and pan at cracks.
ST4836 ST438 41.1 5.00%2.06 Gouges in pipe not called out or panned to.
ST4844 ST4835 75 5.00%3.75 Should have been marked for cleaning, didn't stop and pan at cracks.
ST4839 ST4838 57.7 5.00%2.89 Should have been marked for cleaning, didn't stop and pan at cracks.
ST5010 ST4849 27.3 20.00%5.46 Didn't stop and pan at holes in pipe.
ST2715 ST2222 37.1 5.00%1.86 Crack in top of pipe is blurry and didn't pan to it.
ST2221 ST2222 38.4 5.00%1.92 Crack in top of pipe not called out or visible, top of pipe blurry.
ST2714 ST2223 271.8 5.00%13.59 Didn't stop and pan at cracks.
ST2709 ST2714 150.1 5.00%7.51 Didn't stop and pan at cracks.
ST2708 ST2709 40.5 5.00%2.03 Can't see top of pipe.
1557.70
Questionable Segments
SANITARY SEWER TELEVISING & CLEANING DEDUCTIONS
Sanitary Sewer Total Footage 30917
Sanitary Footage Paid Previously 17269
Sanitary Footage to Deduct 341
Sanitary Footage to Pay This Invoice 13306
Length % Payment Deduct Deduct Footage Deduct Reason
SS2189 SS3151 127.5 10.00%12.75 Didn't complete full pipe run.
SS830 SS829 55.3 5.00%2.77 Obstruction should have been marked for cleaning.
SS830 SS829 64 5.00%3.20 Obstruction should have been marked for cleaning.
SS3151 SS2696 405.6 5.00%20.28 Video not clear enough to evaluate corrosion.
SS3152 SS3151 400.7 5.00%20.04 Didn't pan to any cracks and fractures that were noted.
SS2678 SS3151 404.8 5.00%20.24 Video not clear enough to evaluate corrosion.
SS2679 SS2678 300.6 5.00%15.03 Didn't pan to any cracks and fractures that were noted.
SS2680 SS2679 306.4 5.00%15.32 Video not clear enough to evaluate corrosion.
SS2727 SS2680 299.2 5.00%14.96 Video not clear enough to evaluate corrosion.
SS2696 SS2753 102.3 100.00%102.30 Video not clear and mostly submerged.
SS2697 SS2696 50.4 80.00%40.32 Video not clear and mostly submerged.
SS2767 SS2697 92.8 80.00%74.24 Video not clear and mostly submerged.
341.44
Questionable Segments
SANITARY SEWER BYPASS DEDUCTIONS
Sanitary Sewer Bypass Total Footage 5494
Bypass Footage Paid Previously 0
Bypass Footage to Deduct 216
Bypass Footage to Pay This Invoice 5277
Length % Payment Deduct Deduct Footage Deduct Reason*
SS1553 SS1554 101.4 10.00%10.14 20% FULL
SS1554 SS1559 98.8 5.00%4.94 15% FULL
SS1559 SS1557 399.2 5.00%19.96 15% FULL
SS767 SS1564 99.1 5.00%4.96 15% FULL
SS780 SS1549 405.6 5.00%20.28 15% FULL
SS784 SS791 342.5 5.00%17.13 15% FULL
SS791 SS2269 373.2 5.00%18.66 15% FULL
SS2764 SS2765 371.6 5.00%18.58 15% FULL
SS2765 SS892 359.7 10.00%35.97 20% FULL
SS892 SS2763 438 15.00%65.70 25% FULL
216.31
*10% FULL WAS ACCEPTABLE. DEDUCTED ANYTHING OVER 10%.
Questionable Segments
1
City Council Action Request
7.Q.
Meeting Date 5/1/2024
Department Public Works
Agenda Category Action Item
Title Innsdale Water Tower Change Order
Staff Recommendation Approve the change order on the Innsdale Water Tower Warranty
Contract in the amount of $79,475.00 for the removal of staining,
repairs to corrosion, and repairs to icing damage on the interior of
the tank.
Budget Implication $79,475.00 from the Water Utility Fund
Attachments 1. 2024-4-26 Innsdale Water Tower Change Order Memo
2. Change Order Document
To:Honorable Mayor Bailey and City Council
Jennifer Levitt, City Administrator
From:Rick Alt, Utility Superintendent
Date:April 26, 2024
Subject:Innsdale 3MG Water Tower Warranty Contract - Change Order
BACKGROUND
In 2014, Cottage Grove entered into a 10-year Warranty Contract with SEH Design Build to
repaint the Innsdale 3MG Water Tower. This contract included a 10-year maintenance plan on
the tower, with work being completed by Classic Protective Coatings. We are currently in the
final year of the contract, with a full draining of the tank to allow for a final round of inspections
and touch up painting and cleaning of the exterior of the tank.
DISCUSSION
During this final inspection, it was discovered that the interior has extensive staining. This is a
result of iron and manganese build up over the years, which are naturally occurring in the
aquifer the City draws water from. Below is a photo showing the staining.
Along with this staining, there is general corrosion underneath it that should be addressed.
Finally, there is icing damage on the top of tank to be repaired. With the tank already drained
Honorable Mayor, City Council, and Jennifer Levitt
Innsdale Tank 3MG Water Tower Warranty Contract – Change Order
April 26, 2024
Page 2
and out of service, now is the most cost-effective time to remove the staining and repair the
corrosion. After these repairs are completed, the contractor will repaint this portion of the
interior. Given the City’s transition to water that is fully treated by GAC, the majority of the iron
in our water is being removed by those filters. In the long term, our permanent treatment
facilities include full iron and manganese removal, which will further mitigate the staining issue.
The timing of this work is critical to ensure the tank is brought back in service and ready for
peak water usage. Included with this memo is the change order, prepared by SEH, in the
amount of $79,475.00.
RECOMMENDATION
It is recommended that the City Council approve the change order on the Innsdale Water
Tower Warranty Contract in the amount of $79,475.00 for the removal of staining, repairs to
corrosion, and repairs to icing damage on the interior of the tank.
Building a Better World for All of Us®
SEH Design|Build, Inc., 326 South Main Street, Suite 100, Rice Lake, WI 54868-2238
715.236.4000 | 800.903.6970 | 888.908.8166 fax | sehdb.com
Affirmative Action–Equal Opportunity Employer
CHANGE ORDER
Contract Distribution
Project: 3.0 MG Innsdale Standpipe ORIGINALS: COPIES:
Owner Proj. Mgr. ( 1 )
SEH D|B Files Information Center
Address: 8500 81st Street South
Cottage Grove, MN 55016 AGREEMENT NUMBER: [ 129087 ]
CHANGE ORDER NUMBER: [ 1 ]
TO INITIATION DATE: [ 4/19/24 ]
City of Cottage Grove
8635 W. Pt. Douglas Road
Cottage Grove, MN 55016
CONTRACTOR’S PROJECT NUMBER: [ ]
CONTRACT FOR: [ WTMS ]
CONTRACT DATE: [ 6/23/14 ]
You are directed to make the following changes in this Contract
Repair Icing Damage on Upper Tank Walls and Center Column $79,475.00
All work required by this Change Order shall be performed in compliance with the terms and conditions of the original Contract Agreement.
The original Contract Sum was .............................................................................................................................. $ 936,000.00
Net change by previous authorized Change Order ................................................................................................ $ 0.00
The Contract Sum prior to this Change Order was ................................................................................................. $ 936,000.00
The Contract Sum will be increased by this Change Order ..................................................................................... $ 79,475.00
The new Contract Sum including this Change Order will be ................................................................................... $ 1,015,475.00
The Contract Time will be increased by [ - ] Days
The Date of Substantial Completion as of the date of this Change Order therefore is unchanged
Agreed: Authorized:
SEH D|B OWNER
Address Address
By By
Steven L. Peterson
Title President Date Title Date
x:\ae\c\cottg\129087\additional work\2024 icing damage\change order_cottg_icing.docx
04-26-2024
3535 Vadnais Center Drive, St. Paul, MN 55110
Staining and corrosion in the upper 10 feet below the high water line will be removed bysweep blasting both the sidewalls and center column. A coat of Tnemec N140 will be applied to prepared surfaces, followed by a finish coat of Tnemec Series 21.
1
City Council Action Request
7.R.
Meeting Date 5/1/2024
Department Public Works
Agenda Category Action Item
Title TH 61 River Oaks RCUT – Approve Plans and Specifications and
Authorize Bidding
Staff Recommendation Adopt Resolution 2024-077 approving the plans and specifications
and authorizing bidding after MnDOT approval for the TH 61 River
Oaks RCUT.
Budget Implication $1,310,594.70 - MnDOT Grant of $1,010,000; $300,594.70 from EDA Interfund Loan
Attachments 1. TH 61 River Oaks RCUT CC Memo
2. TH 61 River Oaks RCUT Resolution
3. TH 61 River Oaks RCUT Plans and Specs
To: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From: Joe Fox, PE, Project Engineer
Date: April 23, 2024
Subject: TH 61 River Oaks RCUT – Approve Plans and Specifications and Authorize
Bidding
Background
In order to increase highway safety, the Minnesota Department of Transportation (MnDOT) has
given the city a grant to aid in funding the construction of a restricted crossing U-turn (RCUT)
intersection adjacent to the River Oaks Golf Course and Zywiec’s Garden Center entrances on
Highway 61. The FY 2024 Metro Local Partnership Program funding was awarded to the city in
September of 2022 as part of a competitive selection process.
The RCUT is a relatively new intersection design that drastically reduces the potential for
dangerous “T-bone” collisions on 4-lane divided highways. They are also known as J-turns and
Reduced Conflict Intersections. The RCUT design has been used by the Federal Highway
Administration as well as Wisconsin, Virginia, and other state departments of transportation.
Since 2014, MnDOT has used the design at close to 50 sites.
While no fatal accidents have occurred at the Highway 61 intersection with Point Douglas Road,
the existing design, with left-turning drivers having to cross two lanes of traffic traveling at high
speeds, is not ideal. As part of this project, the existing open median between southbound and
northbound lanes will be closed. The intersection will alter the way drivers leaving River Oaks
gain access to northbound Highway 61 lanes. To drive north, drivers will first turn right onto
Highway 61 and immediately move to the left and enter a new U-turn lane within the median.
This lane will curve to allow a left turn into northbound lanes. A similar path will allow drivers
leaving Zywiec’s Garden Center to gain access to southbound Highway 61. As another example,
northbound Highway 61 traffic will follow a similar route for access to West Point Douglas Road.
See diagram on the following page for more details. Construction will take place in the summer
of 2024.
Discussion
Plans and Specifications
Plans and specifications have been prepared in accordance with MnDOT standards and spec-
ifications and are attached for council approval. The original grant amount of $710,000 was later
increased by $300,000 to account for increased construction costs. The total grant is
$1,010,000. Currently the estimated cost of this project is $1,310,594.70. Amounts not covered
Honorable Mayor, City Council, and Jennifer Levitt
TH 61 River Oaks RCUT – Approve Plans and Specifications and Authorize Bidding
April 23, 2024
Page 2 of 2
by the grant will be paid out of city funds. At a future meeting, city staff will present a project
cooperative agreement from MnDOT for council review and approval.
In the diagram below, the red arrows indicate the path of a driver leaving West Point Douglas
Road and heading north on Highway 61. The blue dashed arrows indicate the path of a driver
on northbound Highway 61 turning onto West Point Douglas Road.
Bidding
MnDOT requires that state engineers review plans and specifications for all projects funded by
the agency. At this time, the date of final approval from the state is not known. City staff
recommends that council authorize bidding of the project pending MnDOT approval. The bid
date will be set by city staff upon final approval. Council authorization of a specific bid date is
not required by state statute.
Recommendation
It is recommended the City Council adopt Resolution 2024-077 approving the plans and speci-
fications and authorizing bidding after MnDOT approval for the TH 61 River Oaks RCUT.
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-077
RESOLUTION APPROVING THE PLANS AND
SPECIFICATIONS AND AUTHORIZE BIDDING FOR THE
TH 61 RIVER OAKS RCUT
WHEREAS, plans and specifications have been prepared in accordance with
MnDOT Standards and Specifications for the TH 61 River Oaks RCUT; and
WHEREAS, a bid date will be set after MnDOT final approval of plans and
specifications; 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 pending MnDOT final approval of plans and
specifications for the TH 61 River Oaks RCUT Project.
Passed this 1st day of May 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
INDEX
STOPPING SIGHT DISTANCE
HEIGHT OF OBJECT:HEIGHT OF EYE:
BASED ON:
DESIGN SPEED:
3.5'
=
=
=
2.0'
65 MPH
ADT (Current Year)
=
=
=
2023
2043
LOCATED ON
GROSS LENGTH
BRIDGES-LENGTH
EXCEPTIONS-LENGTH
NET LENGTH
FEET
FEET
FEET
FEET
MILES
MILES
MILES
MILES
GOVERNING SPECIFICATIONS
FED. PROJ. NO.
LAWS OF THE STATE OF MINNESOTA.
SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT
PRINT NAME:
DATE:SIGNATURE:
LICENSE #
20
SHEET NO.
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.comR
STATE FUNDS
ADT (Future Year)2043
DESIGN ESALS/CESALS
INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS."
OF THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD),
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION
"STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN.
THE 2020 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
%
%D (Directional Distr.)
T (Heavy Commercial)
DEREK J ARENS
03-14-2024
52673
CITY OF COTTAGE GROVE
MINNESOTA DEPARTMENT OF TRANSPORTATION
STATE PROJ. NO.8205-156
39,500
31,578
T.H. 61
0.322
HORIZ.
0'
0'
0'
0'200'
0'
0'
HORIZ.
VERT.
VERT.0'5'
PLAN
PROFILE
INDEX MAP
GENERAL LAYOUT
CROSS-SECTION
2500'
50'
50'
5'
5'DYHNURSERY
SEWER, (STORM)
SEWER, (SANITARY)
TELEPHONE CABLE IN CONDUIT
HANDHOLE
SEWER MANHOLE
AERIAL TELEPHONE CABLE
BURIED ELECTRIC CABLE
BURIED TELEPHONE CABLE
TELEPHONE MANHOLE
ELECTRIC MANHOLE
ELECTRIC CABLE IN CONDUIT
CONDUIT
WATER MAIN
GAS MAIN
TERMINAL.)
PEDESTAL (TELEPHONE CABLE
FIRE HYDRANT
CATCH BASIN VVVP
G
P
CB
HHVVVVP-BUR
T-BUR
T
T
I
G
VI
GRAVEL PIT
UTILITY SYMBOLS
STREET LIGHT
STEEL TOWER
ANCHOR
ON TELEPHONE POLES
ON POWER POLES
JOINT TELEPHONE AND POWER
POLE LINE
TELEPHONE OR TELEGRAPH
POWER POLE LINE
ROCK QUARRY
BORROW PIT
SAND PIT
WOODEN HUB
MONUMENT (STONE, CONCRETE, OR METAL)
IRON PIPE OR ROD
B-BRICK ST-STUCCO
S-STONE T-TILE
F-FRAME C-CONCRETE
BUILDING (One Story Frame)
UNDERPASS (Highway Under)
OVERPASS (Highway Over)
CATTLE GUARD
BRIDGE
Q
G
S
B35'75'
1-S-FROADORCHARD
MARSH/SWAMP
SPRINGS
MEANDER CORNER
CROSSING GATE
ELECTRIC WARNING SIGN
RAILROAD CROSSING BELL
RAILROAD CROSSING SIGN
STONE WALL OR FENCE
RAILROAD SNOW FENCE
CHAIN LINK FENCE
WOVEN WIRE FENCE
BARBED WIRE FENCE
GUARD RAIL
DROP INLET
CULVERT
DRAIN TILE
DRAINAGE DITCH
DRY RUN
RIVER OR CREEK
RAILROAD RIGHT-OF-WAY LINE
RAILROAD
RETAINING WALL
TRUNK HIGHWAY CENTER LINE
CORPORATE OR CITY LIMITS
VACATED PLATTED PROPERTY
PROPERTY LINE (Except Land Lines)
CONTROL OF ACCESS LINE
PRESENT RIGHT-OF-WAY LINE
RIGHT-OF-WAY LINE
SIXTEENTH LINE
QUARTER LINE
SECTION LINE
TOWNSHIP OR RANGE LINE
BRUSH
TIMBER
HEDGE
W
P
(TIMBER)
C-L
W
P
C-LP.T.P.I.
45
NAME
SIZE
P.I.P.C.COUNTY LINE
STATE LINE
PLAN SYMBOLS
BENCHMARK
SHEET NO.
PLAN REVISIONS
DATE APPROVED BY
0.322
NOTE: LENGTH AND DISCRIPTION BASED ON TH 61 NB ALIGNMENT.
S.P. 8205-156
TH 61 DESIGN DESIGNATION
1,700.64
1,700.64
CITY OF COTTAGE GROVE ENGINEER
4,412,600
Design Strength 10-TON
50/50
8.6
THIS PLAN CONTAINS 118 SHEETS
REF. POINT 121+00.064 TO REF. POINT 121+00.381
METRO DISTRICT
STATE FUNDS
S.P. 8205-156 (TH 61=003)
CITY OF COTTAGE GROVE
AGREEMENT NO 1055652
APPROVED
S.P. NO. 8205-156 (TH 61=003)
DOCUMENTING EXISTING UTILITIES."
OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINES FOR INVESTIGATING AND
D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL
20APPROVED
STATE DESIGN ENGINEER
20OFFICE OF LAND MANAGEMENT APPROVAL
DIRECTOR, LAND MANAGEMENT
TITLE SHEET
GENERAL LAYOUT
STATEMENT OF ESTIMATED QUANTITIES
SOIL & CONSTRUCTION NOTES
STANDARD PLATES & INDEX OF TABULATIONS
EARTHWORK TABULATION & SUMMARY
QUANTITY TABULATIONS
TYPICAL SECTIONS
MISCELLANEOUS DETAILS
STANDARD PLANS
ALIGNMENT PLAN & TABULATION
EXISTING CONDITIONS PLAN
REMOVAL PLAN
CONSTRUCTION PLAN
CONSTRUCTION PROFILES
INTERSECTION DETAILS
CONCRETE JOINTING PLAN
DRAINAGE PLAN
DRAINAGE PROFILES & TABULATION
GRADING PLAN
TURF ESTABLISHMENT & EROSION CONTROL PLAN
SWPPP (STORMWATER POLLUTION PREVENTION PLAN)
SIGNING & STRIPING PLAN
LIGHTING PLAN
TRAFFIC CONTROL PLAN
CROSS SECTION MATCHLINE LAYOUT
CROSS SECTIONS
1
2
3-4
5
6
7
8-9
10-11
48-49
50-53
54-56
57-59
60-61
62-65
66-68
69-71
72
73-75
76-78
81-93
94-98
XS1-XS15
12
99-100
105
SHEET NO. 1 OF 105
LIGHTING & ADA IMPROVEMENTS
79-80,80A
AT POINT DOUGLAS RD
CONSTRUCTION PLAN FOR GRADING, CONCRETE PAVEMENT
13-31,31A,32-47
101, 102, 103, & 104 HAVE BEEN DELETED
bmi.tblH:\COTT\0N1129262\CAD\MS\plans\Misc\cd129262_tsh.dgnpdf-B and W.pltcfg7:29:32 AMben.johnson4/24/202478
10
RAVINE
REGIONAL PARK
61
10
19A
D E N
ST.110TH
100TH ST.S.DOUGLAS
ROADAVE.S.19
Syst
em122NDNEALAVE.S.S.AVE.S.55'
95
DAM NO. 2
T 26 NCo
mpany
San
ta
F
eRailway
R 21 W
P
T.
S.
Rail
&
Northern
U.S. LOCK &W POINT DOUGLAS RD
E POINT DOUGLAS RD
KINGSBOROUGH TR.
STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
METRO DISTRICT
CITY OF COTTAGE GROVE
WASHINGTON COUNTY
PROJECT LOCATION
END S.P. 8205-156
END CONSTRUCTION
STA 397+12.64
TH 61 NB
TH 61 SB
TH 61 NB
TH 61 SB
TH 61 NB
STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
TH 61 RIVER OAKS RCUT
GENERAL LAYOUT
2
105DEREK J ARENS
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DATEBYREV.
FEETSCALE
1000 200
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\0N1129262\CAD\MS\plans\Misc\cd129262_gel001.dgnS.P. 8205-156 (TH 61)PCGCHHHHUUULUUUUMLBBBBCCHCCCFFCFGCCHHFFFGFPFMHF380 385 390 395 400 405
380 385 390 395 400 405
25
252626
A B C
PLAN SHEET LAYOUT
A B C
51
54
57
62
66
69
73
76
87
{ TH 61 NB
{ TH 61 SB
{ SMUT
W POINT DOUGLAS RD
{ NMUT
E POINT DOUGLAS RD
52 53
55 56
58 59
63 64
67 68
70 71
74 75
77 78
88 89
96 97 98
90 91 92
LIGHTING PLAN
PROPOSED SIGNING & STRIPING PLAN
EXISTING SIGNING & STRIPING PLAN
TURF ESTABLISHMENT & EROSION CONTROL PLAN
GRADING PLAN
DRAINAGE PLAN
CONCRETE JOINTING PLAN
INTERSECTION DETAIL PLAN
CONSTRUCTION PLAN
REMOVAL PLAN
EXISTING TOPO & UTILITIES PLAN
GENERAL SHEET LAYOUT IDENTIFIER
TH 61 RIVER OAKS RCUT
STATEMENT OF ESTIMATED QUANTITIES
3
105DEREK J ARENS
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ben.johnson7:29:33 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Tabs\cd129262_seq001.dgnS.P. 8205-156 (TH 61)
* SEE NOTES ON SHEET 4
QUANTITIES ESTIMATED OFSTATEMENT
TAB NO.SHEET NO.ITEM DESCRIPTIONITEM NOTES*UNIT
8205-156S.P.
QUANTITY
ESTIMATEDTOTAL
8205-156S.P.
61T.H.
QUANTITY
2011.601 BUILTAS SUMLUMP 1 1
2021.501 MOBILIZATION SUMLUMP 1 1
B 8 2102.503 REMOVAL MARKINGPAVEMENT FTLIN 9000 9000
G 9 2104.502 CABLE TENSION - ASSEMBLY ANCHORAGEREMOVE EACH 2 2
B 8 2104.502 HEADWALL CONCRETEREMOVE EACH 1 1
H 83 2104.502 MARKER / DELINEATORREMOVE EACH 1 1
H 83 2104.502 SIGNREMOVE EACH 10 10
B 8 2104.503 DEPTH) (FULL PAVEMENT CONCRETESAWING FTLIN 2396 2396
B 8 2104.503 DEPTH) (FULL PAVEMENT BITUMINOUSSAWING FTLIN 383 383
B 8 2104.503 DRAIN PIPEREMOVE FTLIN 1491 1491
G 9 2104.503 GUARDRAIL CABLE TENSIONREMOVE (3) FTLIN 1601 1601
B 8 2104.504 PAVEMENT CONCRETEREMOVE (1) YDSQ 1817 1817
B 8 2104.504 PAVEMENT SHOULDER BITUMINOUSREMOVE (1) YDSQ 395 395
A 7 2106.507 (P) COMMON -EXCAVATION YDCU 3907 3907
C 8 2106.507 (P) (CV) EMBANKMENT GRANULARSELECT YDCU 1652 1652
A 7 2106.507 (P) (CV) EMBANKMENTCOMMON YDCU 2087 2087
C 8 2118.507 (P) 1 CLASS (CV) SURFACINGAGGREGATE YDCU 113 113
C 8 2211.507 (P) 6 CLASS (CV) BASEAGGREGATE YDCU 673 673
D 8 2301.502 BARDOWEL EACH 772 772
D 8 2301.504 8.5" PAVEMENTCONCRETE YDSQ 2818 2818
D 8 2301.508 REINFORCEMENT PAVEMENTSUPPLEMENTAL POUND 840 840
D 8 2301.602 COATED) (EPOXY BAR DOWEL GROUT ANDDRILL EACH 12 12
D 8 2301.602 COATED) (EPOXY BAR REINF GROUT ANDDRILL EACH 609 609
DR-1 72 2451.507 (CV) BEDDING AGGREGATEFINE YDCU 223 223
DR-1 72 2501.502 3128 DESIGN GRATE AND APRON SAFETY CS15"EACH 4 4
DR-1 72 2501.502 APRON SAFETY RC12"EACH 2 2
DR-1 72 2501.503 V CLASS 3006 DESIGN CULVERT PIPE RC12" FTLIN 150 150
DR-1 72 2501.503 V CLASS 3006 DESIGN CULVERT PIPE RC15" FTLIN 227 227
DR-2 72 2502.502 HEADWALL CONCRETE PRECAST4"EACH 3 3
DR-2 72 2502.503 DRAIN PIPE TP4" FTLIN 26 26
DR-2 72 2502.503 DRAIN PIPE PE PERF4" FTLIN 1636 1636
D 8 2521.518 WALK CONCRETE6" FTSQ 139 139
D 8 2521.602 COATED) (EPOXY BAR REINF GROUT ANDDRILL EACH 6 6
D 8 2521.618 WALK RAMP CURBCONCRETE (2) FTSQ 120 120
D 8 2531.618 DOMESTRUNCATED FTSQ 22 22
K 94 2545.501 SYSTEMLIGHTING SUMLUMP 1 1
TH 61 RIVER OAKS RCUT
STATEMENT OF ESTIMATED QUANTITIES
4
105DEREK J ARENS
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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\0N1129262\CAD\MS\plans\Tabs\cd129262_seq002.dgnS.P. 8205-156 (TH 61)
(P) QUANTITY PLANDENOTES
(CV) VOLUME COMPACTEDDENOTES
(WR) REFLECTIVE WETDENOTES
QUANTITIES ESTIMATED OFBASIS
NO.ITEM ITEM BASIS
2574 (22-5-10) 3 TYPEFERTILIZER LBS/ACRE200
2575 MIXTURE SPRAYINGWEED GAL/ACRE0.5
NOTES:
(1) THICKNESS. EXPECTED FOR SECTIONS TYPICALSEE
(2) THICKNESS CONCRETE6"
(3) WRSF (4-ROPE) TL-4 BRIFENTYPE
(4) WRSF (4-ROPE) TL-4 BRIFEN BESHALL
(5) INFORMATION FOR TABLE QUANTITIES ESTIMATED OF BASISSEE
(6) USE. TO PRIOR APPROVAL ENGINEERS NEED WILL STRIPPING. TOPSOIL TO PRIOR UNFAVORABLE ARE CONDITIONS EXISTING IFUSE
(7) REPLACEMENT. TOPSOIL EXISTING AN OR MIX SUPPLEMENTAL A FOR ONLY RESULTS TESTING TOPSOIL EXISTING POOR PERUSE
QUANTITIES ESTIMATED OFSTATEMENT
TAB NO.SHEET NO.ITEM DESCRIPTIONITEM NOTES*UNIT
8205-156S.P.
QUANTITY
ESTIMATEDTOTAL
8205-156S.P.
61T.H.
QUANTITY
G 9 2554.502 CABLE TENSION - ASSEMBLYANCHORAGE EACH 6 6
DR-1 12,72 2554.602 SPECIAL TYPE POSTGUIDE EACH 6 6
G 9 2554.603 GUARDRAIL CABLETENSION (4) FTLIN 1428 1428
2563.601 SUPERVISOR CONTROLTRAFFIC SUMLUMP 1 1
2563.601 CONTROLTRAFFIC SUMLUMP 1 1
L 99 2563.602 SIGN MESSAGE CHANGEABLEPORTABLE EACH 2 2
H 83 2564.602 MARKER /DELINEATOR EACH 2 2
H 83 2564.602 PANEL MARKER /DELINEATOR EACH 4 4
H 83 2564.618 SIGN FTSQ 421 421
2573.501 EXIT CONSTRUCTIONSTABILIZED SUMLUMP 1 1
F 9 2573.502 CONTROLS ENDCULVERT EACH 3 3
F 9 2573.503 MS TYPE FENCE,SILT FTLIN 491 491
F 9 2573.503 FIBER WOOD TYPE LOG CONTROLSEDIMENT FTLIN 312 312
F 9 2574.505 (P)SUBSOILING ACRE 1.4 1.4
F 9 2574.505 (P) PREPARATION BEDSOIL ACRE 1.4 1.4
F 9 2574.507 2 GRADECOMPOST (7) YDCU 1089 1089
F 9 2574.508 3 TYPEFERTILIZER (5)POUND 270 270
F 9 2575.504 20 CATEGORY PREVENTION EROSIONROLLED YDSQ 823 823
F 9 2575.505 (P)SEEDING ACRE 1.4 1.4
F 9 2575.505 MOWING (6)ACRE 1.4 1.4
F 9 2575.505 SPRAYINGWEED (6)ACRE 1.4 1.4
F 9 2575.506 MIXTURE SPRAYWEED (5),(6)GALLON 0.7 0.7
F 9 2575.508 25-131 MIXTURESEED POUND 297 297
F 9 2575.508 MATRIX FIBER REINFORCEDHYDRAULIC POUND 5267 5267
J 84 2581.503 WR TAPE MARKING PAVEMENT PREFORMEDREMOVABLE FTLIN 4240 4240
J 84 2581.603 (BLACK) MASK PLASTIC PREFORMEDREMOVABLE FTLIN 640 640
J 84 2582.503 MEASUREMENTS RETROREFLECTOMETERMOBILE FTLIN 7185 7185
J 84 2582.503 (WR) IN GROUND MULTI-COMPONENT LINE SOLID6" FTLIN 4994 4994
J 84 2582.503 CONTRAST (WR) IN GROUND TAPE PREFORM LINE SOLID6" FTLIN 1316 1316
J 84 2582.503 CONTRAST (WR) IN GROUND TAPE PREFORM LINE BROKEN6" FTLIN 520 520
J 84 2582.503 CONT IN GROUND THERMO PREFORM LINE SOLID24" FTLIN 355 355
J 84 2582.518 CONTRAST IN GROUND THERMOPLASTIC PREFORM MESSAGEPAVEMENT FTSQ 260 260
J 84 2582.601 MEASUREMENTS RETROREFLECTOMETERWET SUMLUMP 1 1
SURVEYS AND RIGHT OF WAY
GRADING
SOILS AND CONSTRUCTION NOTES
MONUMENTS.
THE CONTRACTOR SHALL PRESERVE ALL LAND, AND PROPERTY CORNERS, VERTICAL AND HORIZONTAL CONTROLS, AND RIGHT OF WAY
SOILS AND CONSTRUCTION NOTES CONT'D.
EROSION CONTROL NOTES:
WET APPLICATION MUST BE USED FOR ALL CONCRETE SAWING. SLURRY CREATED SHALL BE CLEANED UP AS CREATED.
7 DAY TIME FRAME.
IN THE DISTURBED AREA HAS CEASED, TEMPORARY STABILIZATION'S BMPS MUST BE SCHEDULED TO OCCUR WITHIN THAT
IN THE EVENT THAT PERMANENT STABILIZATION CANNOT BE IMPLEMENTED WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY
PERIMETER SEDIMENT CONTROL BMPS (SILT FENCE OR BIO ROLL) SHALL BE PLACED PRIOR TO ANY REMOVALS.
ADDITIONAL EROSION AND SEDIMENT CONTROL MAY BE ADDED DURING ANY STAGING PHASES PER APPROVAL OF THE ENGINEER.
CONTROL WILL BE REQUIRED.
SEDIMENTATION COULD BE A PROBLEM. THE ENGINEER SHALL ADVISE THE CONTRACTOR AS TO WHERE PLACEMENT OF PERIMETER
THE CONTRACTOR SHALL PROVIDE PERIMETER CONTROL DAY-TO-DAY AT DISTURBED UNSTABILIZED AREAS WHERE EROSION OR
STABILIZATION OF DISTURBED AREAS SHALL BE DONE BY PERMANENT TURF ESTABLISHMENT WHENEVER POSSIBLE.
CAN BEGIN.
EROSION CONTROL MUST BE IN PLACE AND APPROVED BY THE ENGINEER BEFORE A STAGING PHASE OF CONSTRUCTION
TO ENSURE PUBLIC SAFETY. STREET SWEEPING IS INCIDENTAL.
STREET AND CURB LINE TO BE SWEPT FREE OF DEBRIS AT THE END OF EACH WORK DAY, OR AS OFTEN AS NEEDED
ALL STREETS IN AND ADJACENT TO THE PROJECT SHALL REMAIN CLEAN AND PASSABLE AT ALL TIMES. ADJACENT
LIMITED TO INSPECTION, MAINTENANCE, AND REMOVAL OF BMPS TO ACCOMMODATE CONTRACTOR PHASING.
CONTROL AGENCY (MPCA) - GENERAL STORM WATER PERMIT FOR CONSTRUCTION ACTIVITY (MN R100001) INCLUDING BUT NOT
TO ADMINISTER AND MAINTAIN THE SITE EROSION AND SEDIMENT CONTROL IN COMPLIANCE WITH THE MINNESOTA POLLUTION
MANUAL. UNLESS OTHERWISE AUTHORIZED BY THE OWNER NO ADDITIONAL PAYMENT SHALL BE MADE FOR ANY WORK REQUIRED
PAYMENT FOR ALL WORK ASSOCIATED WITH EROSION AND SEDIMENT CONTROL SHALL BE AS DESCRIBED IN THE PROJECT
TH 61 RIVER OAKS RCUT
SOIL & CONSTRUCTION NOTES
5
105DEREK J ARENS
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ALL STATION OFFSETS ARE OFF THE TH 61 NORTHBOUND ALIGNMENT UNLESS NOTED.
REMOVALS
STOCKPILING AGGREGATE MATERIAL OR ANY OTHER MATERIAL FOR ANY LENGTH OF TIME DURING THE DURATION OF THE PROJECT.
THE CONTRACTOR'S PERSONNEL OR ANY OTHER PERSONNEL MAY NOT USE THE NEW ROAD SURFACE OR ROADBED FOR THE PURPOSE OF
IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS AND REQUIREMENTS, UNDER THE APPROVAL OF THE ENGINEER.
NOT UTILIZED ON THIS PROJECT WILL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE RIGHT OF WAY,
AND AGGREGATES, MAY BE UTILIZED ON THIS PROJECT ACCORDING TO THE SPECIFICATIONS AND SPECIAL PROVISIONS. MATERIALS
INPLACE SALVAGED ROADWAY MATERIALS, AND OTHER STRUCTURES DISTURBED BY CONSTRUCTION, INCLUDING BITUMINOUS, CONCRETE,
EXISTING TOPSOIL / TOPSOIL FILL
PLACEMENT OF THE TOPSOIL IS PAID FOR AS PART OF COMMON EMBANKMENT (CV)
EQUIPMENT. THIS WORK SHALL BE CONSIDERED INCIDENTAL.
PLACEMENT AND/OR AFTER LOOSENING THE SOIL PRIOR TO SEEDING OR BOTH. THIS IS INTENDED TO PREVENT DAMAGE TO MOWING
THE CONTRACTOR SHALL REMOVE ALL STICKS AND ROCKS EXCEEDING 3" IN ANY DIMENSION AT THE TIME OF FINAL TOPSOIL
UTILIZED ONTO THE PROJECT SITE IF APPROVED BY THE ENGINEER.
COMMON EMBANKMENT). IF THERE IS INSUFFICIENT TOPSOIL AVAILABLE ON THE PROJECT, COMPOST GRADE 2 MATERIAL MAY BE
TURF ESTABLISHMENT AREAS MUST BE COVERED WITH 6" (MINIMUM) OF TOPSOIL PRIOR TO SEEDING OR SODDING (PAID FOR UNDER
AS EXCAVATION-COMMON)
SALVAGE EXISTING TOPSOIL FROM ALL AREAS DISTURBED BY CONSTRUCTION FOR PLACEMENT ON CONSTRUCTION SLOPES. (PAID FOR
DEPTH COULD BE LESS THAN 6".
THE EXISTING TOPSOIL DEPTH FOR THIS PROJECT IS A 6" AVERAGE. THERE ARE SOME AREAS OF THE PROJECT IN WHICH THE
SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER, PRIOR TO EMBANKMENT CONSTRUCTION. THIS SHALL BE INCIDENTAL.
THE BOTTOM OF THE EMBANKMENT SHALL BE SHAPED AND COMPACTED WITH A MINIMUM OF FOUR PASSES OF AN APPROVED ROLLER AND
THE PLAN THAT ARE DEEMED NECESSARY WILL BE PAID ACCORDINGLY.
PERPETUATION OF EXISTING DRAINS. THIS EFFORT SHALL BE INCIDENTAL. ANY ADDITIONAL TIES OR CONNECTIONS NOT SHOWN IN
WHEN REMOVING PIPE DRAINS, THE CONTRACTOR SHALL IDENTIFY ANY PIPE CONNECTIONS NOT SHOWN IN THE PLANS FOR
ALL EXCAVATION SHALL BE PAID FOR AS EXCAVATION-COMMON.
IN ACCORDANCE WITH SPEC 2104.
ALL MATERIAL NOT UTILIZED ON THIS PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF OFF THE R/W
2451 AND THE SPECIAL PROVISIONS.
AGGREGATE BEDDING (CV) SHALL BE ACHIEVED BY THE "QUALITY COMPACTION" METHOD DESCRIBED IN MNDOT 2106, 2118, 2211,
COMPACTION FOR AGGREGATE BASE (CV) CLASS 6, AGGREGATE SURFACING (LV) CLASS 6, COMMON EMBANKMENT (CV), AND FINE
GRADING GRADE IS DEFINED AS THE BOTTOM OF AGGREGATE BASE (CV) CLASS 6.
MATERIALS DEEMED NOT SUITABLE BY THE ENGINEER.
CLAY LOAM, AND SILTY CLAY. ALSO EXCLUDED IS DEBRIS, MARL, PEAT, WOOD OR ANY OTHER ORGANIC SOILS AS WELL AS OTHER
SELECT GRADING MATERIALS ARE DEFINED AS ALL MINERAL SOILS WITH THE EXCEPTION OF TOPSOIL, SILT, SILT LOAM, SILTY
NORMAL DITCH DEPTHS AND SPECIAL DITCH GRADES ARE COMPUTED TO THE BOTTOM OF THE TOPSOIL.
RESPONSIBILITY WITH NO DIRECT PAYMENT MADE. NO WORK SHALL BE COMPLETED OUTSIDE OF THE RIGHT OF WAY.
BACKFILL BEYOND THE LIMITS SHOWN IN THE PLAN FOR SOIL AND SAFETY ISSUES SHALL BE CONSIDERED THE CONTRACTOR'S
CONTRACTOR DURING CONSTRUCTION, DEPENDING ON SOIL PROPERTIES AND SAFETY FACTORS. ADDITIONAL EXCAVATION AND
COMPUTATION OF PAY QUANTITIES. TEMPORARY AND INTERMEDIATE EXCAVATION LIMITS AND SLOPES ARE TO BE DETERMINED BY THE
EXCAVATION LIMIT LINES AS SHOWN ON THE TYPICAL SECTIONS, CROSS SECTIONS, AND DETAILS IN THIS PLAN ARE FOR THE
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\0N1129262\CAD\MS\plans\Misc\cd129262_scn001.dgnS.P. 8205-156 (TH 61)
TH 61 RIVER OAKS RCUT
STANDARD PLATES & INDEX OF TABULATIONS
6
105DEREK J ARENS
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FEDERAL THE BY APPROVED PLATES, STANDARD FOLLOWINGTHE
PROJECT THIS ON APPLY SHALL ADMINISTRATION,HIGHWAY
PLATESSTANDARD
NO.PLATE DESCRIPTION
1070N REINFORCEMENT PAVEMENTSUPPLEMENTAL
1103L SHEETS) (2 ASSEMBLY BAR DOWELTYPICAL
3000M SHEETS) (6 PIPE CONCRETEREINFORCED
3006H SHEETS) (2 PIPE R.C. FOR JOINTGASKET
3022C SHEETS) (3 APRON SAFETY CONCRETEPRECAST
3128H SHEETS) (2 GRATE & APRON SAFETYMETAL
3131C DRAINS SUBSURFACE FOR HEADWALL CONCRETEPRECAST
3145G TIES CULVERT BOX PRECAST OR PIPECONCRETE
7038A DOMES TRUNCATED SURFACE WARNINGDETECTABLE
8000K SHEETS) (3 CHANNELIZERSTEMPORARY
8343A DESIGN) (STEEL FOUNDATION POST LINE BARRIER CABLEHIGH-TENSION
NOTE: 94. NO. SHEET SEE PLATES STANDARD ADDITIONALFOR
INDEXTABULATION
TAB NO.SHEET TABULATION
A 7 SUMMARYEARTHWORK
B 8 REMOVALSMISCELLANEOUS
C 8 SUMMARYAGGREGATE
D 8 SUMMARYCONCRETE
F 9 CONTROL EROSION & ESTABLISHMENTTURF
G 9 SUMMARY BARRIERTRAFFIC
DR-1 72 TABULATIONDRAINAGE
DR-2 72 DRAINAGESUBSURFACE
H 83 SUMMARY SIGNINGPERMANENT
I 82-83 TABULATION DELINEATOR/MARKER ANDSIGN
J 84 STRIPING AND MARKINGS PAVEMENTPERMANENT
K 94 LIGHTINGPERMANENT
L 99 CONTROL TRAFFICTEMPORARY
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ben.johnson7:29:36 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Tabs\cd129262_spt001.dgnS.P. 8205-156 (TH 61)
TH 61 RIVER OAKS RCUT
EARTHWORK TABULATION & SUMMARY
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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\0N1129262\CAD\MS\plans\Tabs\cd129262_ewk001.dgnS.P. 8205-156 (TH 61)
EARTHWORK
STATION
2106
(1)
COMMON -EXCAVATION
(2)
(CV)
EMBANKMENTCOMMON
YDCU YDCU
8205-156 S.P. 61:T.H.
380+13.86
380+50.00 16.5 16.8
381+00.00 41.3 34.6
381+50.00 39.3 38.2
382+00.00 33.4 44.8
382+35.00 23.3 58.0
382+50.00 9.9 24.5
383+00.00 34.0 41.0
383+50.00 34.6 37.6
383+78.87 27.4 31.8
384+00.00 56.3 56.3
384+25.00 123.9 101.9
384+50.00 139.5 114.5
384+75.00 129.3 99.0
385+00.00 115.1 58.3
385+50.00 202.6 80.1
386+00.00 151.8 57.4
386+50.00 108.6 35.6
387+00.00 108.4 34.8
387+50.00 107.5 37.0
388+00.00 105.4 41.2
388+50.00 104.5 44.7
389+00.00 104.4 47.5
EARTHWORK
STATION
2106
(1)
COMMON -EXCAVATION
(2)
(CV)
EMBANKMENTCOMMON
YDCU YDCU
8205-156 S.P. 61:T.H.
389+50.00 102.7 49.4
390+00.00 82.1 44.1
390+18.00 14.7 6.8
390+50.00 38.9 11.7
390+75.00 54.4 17.7
391+00.00 54.3 17.2
391+50.00 107.4 39.9
392+00.00 113.3 45.6
392+50.00 114.7 48.3
393+00.00 114.7 51.9
393+50.00 116.6 54.4
394+00.00 119.2 57.0
394+50.00 120.4 58.6
395+00.00 121.1 60.2
395+50.00 169.3 87.4
395+75.00 114.6 66.2
396+00.00 123.6 73.2
396+25.00 138.7 60.3
396+50.00 144.3 51.4
396+78.77 103.9 37.0
396+88.95 11.0 2.7
397+12.64 10.3 10.3
TOTAL 3907 2087
SUMMARYEARTHWORK A
STATION TOSTATION LOCATION
2106
(1)COMMON
-EXCAVATION
(2)(CV)
EMBANKMENTCOMMON
NOTES
YDCU YDCU
8205-156 S.P. 61:T.H.
380+13.86 TO 396+88.95 RT/LT 3907 2087
TOTALS 3907 2087
QUANTITY. COMMON - EXCAVATION THE IN INCLUDED IS STRIP TOPSOIL(1)
TOPSOIL. OF DEPTH MIN. 6" INCLUDES EMBANKMENT COMMON(2)
TH 61 RIVER OAKS RCUT
QUANTITY TABULATIONS
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ben.johnson7:29:37 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Tabs\cd129262_tab001.dgnS.P. 8205-156 (TH 61)
REMOVALSMISCELLANEOUS B
STATION TOSTATION LOCATION
2102 2104
REMOVAL
MARKING
PAVEMENT
HEADWALL
CONCRETE
REMOVE
DRAIN
PIPEREMOVE
DEPTH)
(FULLPAVEMENT
CONCRETE
SAWING
DEPTH)
(FULLPAVEMENT
BITUMINOUS
SAWING
PAVEMENT
CONCRETE
REMOVE
PAVEMENT
SHOULDER
BITUMINOUS
REMOVE
FTLIN EACH FTLIN FTLIN FTLIN YDSQ YDSQ
8205-156 S.P. 61:TH
383+79 TO 396+89 NB 4500 767 1227 219 838 231
384+24 TO 396+79 SB 4500 1 724 1169 164 791 164
MEDIAN 188
TOTALS 9000 1 1491 2396 383 1817 395
SUMMARYAGGREGATE C
STATION LOCATION
2106 2118 2211
(CV)
EMBANKMENT
GRANULAR
SELECT
1CLASS
SURFACING
AGGREGATE
6CLASS
(CV)BASE
AGGREGATE
YDCU YDCU YDCU
8205-156 S.P. 61:TH
383+79 TO 390+16 RT/LT 834 56 334
390+16 TO 390+22 LT 13
390+16 TO 396+89 RT/LT 817 57 327
TOTALS 1652 113 673
SUMMARYCONCRETE D
STATION TOSTATION LOCATION
2301 2521 2531
BARDOWEL
8.5"
PAVEMENT
CONCRETE
REINFORCEMENT
PAVEMENT
SUPPLEMENTAL
COATED)
(EPOXYBAR
DOWELGROUT
ANDDRILL
COATED)
(EPOXYBAR
REINFGROUT
ANDDRILL
WALK
CONCRETE6"
COATED)
(EPOXYBAR
REINFGROUT
ANDDRILL
WALK
RAMPCURB
CONCRETE
DOMES
TRUNCATED
EACH YDSQ POUND EACH EACH FTSQ EACH FTSQ FTSQ
8205-156 S.P. 61:TH
383+79 TO 389+85 RT/LT 398 1416 420 6 324
390+33 TO 396+89 LT 374 1402 420 6 285
390+16 TO 390+22 LT 139 6 120 22
TOTALS 772 2818 840 12 609 139 6 120 22
TH 61 RIVER OAKS RCUT
QUANTITY TABULATIONS
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ben.johnson7:29:37 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Tabs\cd129262_tab002.dgnS.P. 8205-156 (TH 61)
SUMMARY BARRIERTRAFFIC G
ROADWAY STATION TOSTATION LOCATION
2104 2554
CABLETENSION
-ASSEMBLY
ANCHORAGEREMOVE
GUARDRAILCABLE
TENSIONREMOVE
CABLETENSION
-ASSEMBLY
ANCHORAGE
GUARDRAIL
CABLETENSION
EACH FTLIN EACH FTLIN
8205-156S.P.
NB 61TH 380+24 TO 390+08 LT 1 984 3 867
NB 61TH 390+34 TO 396+97 LT 1 617 3 561
TOTALS 2 1601 6 1428
CONTROL EROSION & ESTABLISHMENTTURF F
STATION TOSTATION LOCATION
2573 2574 2575
CONTROLS
ENDCULVERT
MSTYPE
FENCESILT
FIBER
WOODTYPE
LOGCONTROL
SEDIMENT
2GRADE
COMPOST
3TYPE
FERTILIZER
PREPARATION
BEDSOIL
SUBSOILING
20CATEGORY
PREVENTION
EROSION
ROLLED
SEEDING MOWING
SPRAYING
WEED
MIXTURE
SPRAYING
WEED
25-131
MIXTURESEED
MATRIXFIBER
REINFORCED
HYDRAULIC
EACH FTLIN FTLIN YDCU POUND ACRE ACRE YDSQ ACRE ACRE ACRE GALLON POUND POUND
8205-156 S.P. 61:T.H.
LOONHEADS RT 1 227 89 22 0.11 0.11 0.11 0.11 0.11 0.05 24 426
380+12 TO 397+12 LT 79 312 960 238 1.19 1.19 823 1.19 1.19 1.19 0.60 262 4641
LOONHEADN LT 2 185 40 10 0.05 0.05 0.05 0.05 0.05 0.03 11 200
TOTALS 3 491 312 1089 270 1.4 1.4 823 1.4 1.4 1.4 0.7 297 5267
SHEET
ben.johnson7:29:39 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Typicals\cd129262_typ001.dgnS.P. 8205-156 (TH 61)
INSET A
INSET B
INSET A
INSET A
INSET B
TOPSOIL AND SEEDING
6" MIN. SALVAGED
INSET A
TH 61 NB/SB MAINLINE
INSET B
TH 61 NB/SB MAINLINE SHOULDER
C
B A A B
C C
B A A B
C
INPLACE 6" TOPSOIL INPLACE 6" TOPSOIL
INPLACE 6" TOPSOIL
2
2
1
4
1
3
SEE CONCRETE JOINTING PLAN FOR CONCRETE PAVEMENT DETAILS AND JOINTING.-
SEE INTERSECTION DETAILS FOR VARYING CROSS SLOPES. -
CROSS SECTIONS.
FOR DITCH DETAILS, ELEVATION & SIDE SLOPE VARIATIONS, SEE-
AS THE PROPOSED PAVEMENT SURFACE.
THE GRADING GRADE AND SUBCUT CROSS SLOPES WILL BE THE SAME-
THICKNESS WILL NOT BE COMPENSATED.
CONTRACTOR TO FIELD VERIFY THICKNESS. VARIANCE IN PAVEMENT-
ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.-
GENERAL NOTES:
A
B
C
1
2
3
4
TOPSOIL AND SEEDING
6" MIN. SALVAGED
20" SELECT GRANULAR EMBANKMENT (CV)
CLASS 6 (2211)
8" AGGREGATE BASE (CV)
CLASS 1 (2118)
8.5" AGGREGATE SURFACING (CV)
BRIFEN TL-4 (4-ROPE) WRSF.
SEE STANDARD PLAN 5-297.688 FOR MORE INFORMATION. SHALL BE TYPE
SEE INTERSECTION DETAILS FOR CROSS SLOPE CHANGES ON LOON HEAD.
GRADING PLAN AND CROSS SECTIONS FOR DETAILS.
MEDIAN GRADING ONLY BETWEEN STA: 380+12.00 TO STA: 383+79. SEE
SEE STANDARD PLAN 5-297.430 & DRAINAGE PLAN FOR MORE INFORMATION.
INPLACE VARYING SHOULDER DEPTH, AGGREGATE CLASS 2.
BITUMINOUS.
INPLACE 4" BITUMINOUS ON TOP OF 4.5" AGGREGATE BASE ON TOP OF 4"
STABILIZED STRESS RELIEF COURSE ON TOP OF 9" CONCRETE.
INPLACE 7" REINFORCED CONCRETE ON TOP OF 1.5" PERMEABLE ASPHALT
NOTES:
20" SELECT GRANULAR EMBANKMENT (CV)
8" AGGREGATE BASE (CV) CLASS 6 (2211)
8.5" CONCRETE PAVEMENT
INSET B
TH 61 RIVER OAKS RCUT
TYPICAL SECTIONS
10
105DEREK J ARENS
52673 03-14-2024
BDJ
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DJA
1:4
0.02
{ TH 61 SB
0.02 0.020.02
1:41
:4
1
:4
0.02
{ TH 61 NB
0.020.02 0.02
EXISTING TYPICAL SECTION
P.I.
2'
EX SHLD/RTL
10'-12'
EX THRU LANE
12'
EX SHLD/LTL
4'-12'
P.I.
2'
DITCH
10'-44'
P.I.
2'
EX SHLD/LTL
4'-12'
EX THRU LANE
12'
EX THRU LANE
12'
EX SHLD/RTL
10'-12'
P.I.
2'
EX THRU LANE
12'
NOT TO SCALE
1:4
0.02 0.020.02 0.02 0.020.02 0.02
1
:4
0.02
1:10
1:102:12:1PROPOSED TYPICAL SECTION
P.I.
2'
EX SHLD/RTL
10'-12'
EX THRU LANE
12'
EX THRU LANE
12'
1'
SHLD/LTL
4'-12'
P.I.
2'
0.02
TYP
DITCH
35'
P.I.
2'SHLD
EX
4'
EX THRU LANE
12'
EX THRU LANE
12'
MEDIAN U-TURN
LOON HEAD
RT TURN LANE/
PAVED SHLD/
10'-38'
P.I.
2'
1'TOPSOIL AND SEEDING
6" MIN SALVAGED
{ TH 61 SB { TH 61 NBNOT TO SCALE
(TYPICAL)
PIPE DRAIN
4" PERF PE
(TYPICAL)
PIPE DRAIN
4" PERF PE
TH 61 SB: STA 380+12 TO STA 390+09
TH 61 NB: STA 380+12 TO STA 390+09
TH 61 SB: STA 383+92 TO STA 384+86
TH 61 NB: STA 383+92 TO STA 384+86
TH 61 SB: STA 380+12.00 TO STA 397+12.64
TH 61 NB: STA 380+12.00 TO STA 397+12.64
PROFILE GRADE PROFILE GRADE
PROFILE GRADE PROFILE GRADE
PERMEABLE AGGREGATE
PERF PIPE DRAIN ENCASED IN
INPLACE 4" SUBSURFACE PE
PERMEABLE AGGREGATE
PERF PIPE DRAIN ENCASED IN
INPLACE 4" SUBSURFACE PE
30'-38'
4-CABLE BARRIER
HIGH TENSION
1
:5
-1
:4 1:5-1:4
4-CABLE BARRIER
HIGH TENSION
30'
2:
1
2:
1
SHEET
ben.johnson7:29:39 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Typicals\cd129262_typ002.dgnS.P. 8205-156 (TH 61)
INSET B
2:
1
INSET A
INSET A
INSET B
2:
1
INSET A
TOPSOIL AND SEEDING
6" MIN. SALVAGED
AND SEEDING
6" MIN SALVAGED TOPSOIL
(TYPICAL)
PIPE DRAIN
4" PERF PE
TOPSOIL AND SEEDING
6" MIN. SALVAGED INSET C
INSET A INSET A
INSET A
TH 61 NB/SB MAINLINE
INSET B
TH 61 NB/SB MAINLINE SHOULDER
INSET C
SIDEWALK
(TYPICAL)
PIPE DRAIN
4" PERF PE
SEE CONCRETE JOINTING PLAN FOR CONCRETE PAVEMENT DETAILS AND JOINTING.-
SEE INTERSECTION DETAILS FOR VARYING CROSS SLOPES. -
CROSS SECTIONS.
FOR DITCH DETAILS, ELEVATION & SIDE SLOPE VARIATIONS, SEE-
AS THE PROPOSED PAVEMENT SURFACE.
THE GRADING GRADE AND SUBCUT CROSS SLOPES WILL BE THE SAME-
THICKNESS WILL NOT BE COMPENSATED.
CONTRACTOR TO FIELD VERIFY THICKNESS. VARIANCE IN PAVEMENT-
ALL CROSS SLOPES ARE IN FT./FT. UNLESS OTHERWISE NOTED.-
GENERAL NOTES:
1
2
3
3
1
1
2
2
AND SEEDING
6" MIN SALVAGED TOPSOIL
TOPSOIL AND SEEDING
6" MIN SALVAGED
2:
1
TOPSOIL AND SEEDING
6" MIN SALVAGED
2:
1
BRIFEN TL-4 (4-ROPE) WRSF.
SEE STANDARD PLAN 5-297.688 FOR MORE INFORMATION. SHALL BE TYPE
GRADING PLAN AND CROSS SECTIONS FOR DETAILS.
MEDIAN GRADING ONLY BETWEEN STA: 396+89 TO STA: 397+12.64. SEE
SEE STANDARD PLAN 5-297.430 & DRAINAGE PLAN FOR MORE INFORMATION.
NOTES:
20" SELECT GRANULAR EMBANKMENT (CV)
CLASS 6 (2211)
8" AGGREGATE BASE (CV)
CLASS 1 (2118)
8.5" AGGREGATE SURFACING (CV)
20" SELECT GRANULAR EMBANKMENT (CV)
8" AGGREGATE BASE (CV) CLASS 6 (2211)
8.5" CONCRETE PAVEMENT
12" AGGREGATE BASE (CV) CLASS 6 (2211)
OR CONCRETE CURB RAMP
6" CONCRETE WALK2:12:1INSET B
TH 61 RIVER OAKS RCUT
TYPICAL SECTIONS
11
105DEREK J ARENS
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BDJ
DJA 1:40.02
{ TH 61 NB
0.02 0.020.02 0.020.02
{ TH 61 SB
1:41:10
1:10
0.02
1:41:4
0.02
PROPOSED TYPICAL SECTION
P.I.
2'
LOON HEAD
RT TURN LANE/
PAVED SHLD/
10'-38'
EX THRU LANE
12'
EX THRU LANE
12'
SHLD
EX
4'
P.I.
2'
DITCH
35'
1'
0.02
TYP
1'
P.I.
2'
MEDIAN U-TURN
SHLD/LTL
4'-12'
EX THRU LANE
12'
EX THRU LANE
12'
EX SHLD/RTL
10'-12'
P.I.
2'
NOT TO SCALE
P.I.
2'
P.I.
2'
WALK
6'
0.015
1:41:4
PROPOSED TYPICAL SECTION
NOT TO SCALE
{ NMUT
1:10
1:10
{ SMUT
1:10
1:10
TH 61 SB: STA 395+73 TO STA 396+67
TH 61 NB: STA 395+73 TO STA 396+67
TH 61 NB/SB STA. 390+16 TO STA. 390+22
SIDEWALK CROSSING
PROPOSED TYPICAL SECTION - SB MEDIAN U-TURN PROPOSED TYPICAL SECTION - NB MEDIAN U-TURN
MUT
35'-38'
0.02
TYP
MUT
35'-38'
0.02
TYP
SMUT: STA 25+00 TO STA 26+22 NMUT: STA 25+00 TO STA 26+22
PROFILE GRADE PROFILE GRADE
PROFILE GRADE PROFILE GRADE
4-CABLE BARRIER
HIGH TENSION
30'
TH 61 SB: STA 390+09 TO STA 397+12.64
TH 61 NB: STA 390+09 TO STA 397+12.64
MATCH INTO DITCH BOTTOM MATCH INTO DITCH BOTTOM
MATCH INTO DITCH BOTTOM
MATCH INTO DITCH BOTTOM
1'2:11'2:1MATCH INTO DITCH BOTTOM
MATCH INTO DITCH BOTTOMMIN. 0.5'
TH 61 RIVER OAKS RCUT
MISCELLANEOUS DETAILS
12
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
SHEET
ben.johnson7:29:40 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Misc\cd129262_ddt003.dgnS.P. 8205-156 (TH 61)
XENTRANCEROAD CONN.ROAD CONN.X
X
X
2
2
X
-
+3
INSTALLATION
MARKER POST
INPLACE GROUND
INSTALLATION OF CULVERT MARKERS 1
X
CULVERT
C
4
L
INSET ''A''
SEE
12''
INSET ''A''
12''60'' MAX.84''12''24'' MIN.4 MARKER SHALL BE GRAY IN COLOR.
TO BE PLACED ON BOTH SIDES OF POST.
REQUIREMENTS OF ASTM TYPE IX.
3 3'' X 12'' YELLOW MICROPRISMATIC SHEETING MEETING THE
2 NO MARKER REQUIRED UNLESS SHOWN IN CHARTS.
PROVISIONS FOR POST REQUIREMENTS.
1 GUIDE POST TYPE SPECIAL - SEE SPECIAL
LEGEND
DENOTES MARKER LOCATION
DRAINAGE TABULATION ON SHEET 72.
FOR SPECIFIC LOCATIONS, SEE THE FOLLOWING CHARTS:
THE ROADWAY ON WHICH THE CULVERT IS LOCATED.
THE CULVERT NEAREST THE APPROACHING TRAFFIC OF
CULVERT MARKERS SHOULD BE PLACED ON THE SIDE OF
NOTE
DISCLAIMER
THESE STAKING INFORMATION SHEETS ARE
FOR INFORMATION PURPOSES ONLY.
STAKING PROCEDURES VARY AND MAY BE
SUBJECT TO CHANGE DURING CONSTRUCTION
BY CIRCUMSTANCES AND/OR AGREEMENTS
BETWEEN SURVEY CREW AND CONTRACTOR.
STAKING TOLERANCES ( FEET )
CONSTRUCTION LIMITS
CLEARING & GRUBBING
SLOPES STAKES
KEY STAKES
DRAINAGE STAKES
CURB & GUTTER
PAVING
ALIGNMENT
UTILITY
STRUCTURAL
GUARD RAIL
BUILDINGS
O.H. SIGNS
R/W B-POINTS
NOISE WALLS
THE TOLERANCES ARE RELATIVE TO PROJECT DATUM
HORIZONTAL VERTICAL
1.5
2.0
2.0 0.2
0.2 0.03
0.05 0.05
0.07 0.03
0.05 0.03
0.07
0.10 0.05
0.02 0.02
0.5
0.04
0.05 0.05
2.0
0.10
1.0 0.5
MUCK EXCAVATION LIMITS
ABBREVIATIONS
BBL = BARREL ( PIPE )
B.C. = BACK CURB
C & G = CURB & GUTTER
C = CUT
CB = CATCH BASIN
< = CENTERLINE
CL & GR = CLEAR & GRUB
COR = CORNER
CR = CROWN
= DITCH CUT
D.E. = DRAINAGE EASEMENT
DI = DROP INLET
EB = EASTBOUND
E.M. = EDGE BITUMINOUS MAT
E.S. = EDGE CONCRETE SLAB
F = FILL
FF = FRONT FACE
FL = FLOW LINE
FL IN = FLOWLINE INLET
FL OUT = FLOWLINE OUTLET
GR = GRADE
GW = GRADING WIDTH
HH = HANDHOLE
HP = HIP POINT
LT = LEFT
MH = MANHOLE
NB = NORTHBOUND
= OFFSET
PAR = PARCEL
% = PERCENT GRADE
RAD = RADIUS POINT
RCP = REINF. CONC. PIPE
RP = REFERENCE POINT
RSC = REINF. SECT. CONC.
RT = RIGHT
R/W = RIGHT OF WAY
SB = SOUTHBOUND
SCP = SECT. CONC. PIPE
SH = SHOULDER
3 : 1 = SLOPE ( EXAMPLE )
WB = WESTBOUND
WP = WORKING POINTS
DC
T.E. = TEMP. EASEMENT
OR TOP CURB
TC =TOP CASTING
S
P.E. = PERM. EASEMENT
CAP = CORR. ALUM. PIPE
CMP = CORR. METAL PIPE
CSP = CORR. STEEL PIPE
RECOMMENDED
STAKING INTERVALS
FIGURE A
TANGENT
0 - 3°
OVER .25
'M'
TRAN.
CORNERS
ALL
CORNERS
ALL
EASE.
TEMP.
R/W
EXC.
MUCK
100
CORNERS
ALL
LIMITS
CL & GR
C & G50
PAVT
CONC
50
B.T.
MATERIAL
CLASS
B.T.
GRADE
SUB
STAKESSLOPE0 - .25
CHORD
'M' 100'
CURVE
VERT.
3° -
OVER
CURVE
HORIZ.
100100100
100 100 100 1005050
CORNERS
ALL
CORNERS
ALL
CORNERS
ALL
CORNERS
ALL
CORNERS
ALL
CORNERS
ALL
100 50 50 1002525
50 50
100 50 50 25 25
100 100 100 50 50
2x2 1x2 1x2 LATH
A B
C
D
STANDARD STAKES
TYPES:
REFERENCE ( REF )
INFORMATIONAL ( INFO )
VISIBILITY ( VIS )
GUARD ( GUARD )
SIZES:
A = 2'' X 2'' X VAR. REF/INFO/GUARD
B = 1'' X 2'' X VAR. REF/INFO/GUARD
C = 1'' X 2'' X VAR. REF
D =LATH INFO/VIS/GUARD
1x2 OR LATH = INFO STAKES
NORMAL SECTION
OPTIONAL
TRANSITION SECTION
P.I.
GRADING
1/2 GUARD LATH
1/2 GUARD LATH
1/2 GUARD LATH
GRADING GRADE
1/2 LATH FOR LOCATING BLUE TOP
1x2 BLUE TOP SET TO GRADE
GRADING WIDTH
<
1/2 GUARD LATH
1/2 GUARD LATH
1/2 GUARD LATH
1/2 GUARD LATH
<
1x2 1x2
1x21+001+001+00BLUE TOPS
1x2 1x2 1x2
1x21+001+001+001+00POINT
BREAK
GRADE
VAR. SLOPE VAR.
VAR.
HIP POINT
NOTE:
BLUE TOPS REQUIRED ON < AND BOTH SHOULDERS AT MINIMUM
ALL CULVERTS TO BE STAKED
MINIMUM DATA TO BE PROVIDED
STAKE TO BOTTOM OF TOPSOIL
DIST. TO SHLD. WITH CUT/FILL TO SHLD. (Y) (Y1)
DIST. TO < WITH CUT/FILL TO < (Z)
FULL LATH AND HUB-STATION
DIST. TO TOE OF SLOPE, CUT/FILL FROM HUB (X)
OFFSET TO SAFTY SLOPE
OFFSET TO HIP POINT
R/W
SER/W
V
X
V X
Y
Z
FULL LATH
DITCH CUT/SHLD. FILL
SLOPE RATED
STAKE 'B'
STAKE 'A'
( AS APPLIES ) (V)
TOE (V1) OR SHOULDER
DISTANCE TO INSLOPE
Y
Z
Y1
SLOPE STAKES
SINGLE ROADWAY - EXAMPLE 'A'
POINT
HIP
<
UTILITY ( UTIL )
EXAMPLE: POLE LINE = R/W LINE
STAKE POLES MINIMUM OF 5 FT. FROM ANY R/W CORNER
IN RURAL AREAS ( EXCEPTIONS )
42' MIN. FROM < FOR POLES
PULL BOX OR HAND HOLE
LATH
LATH
LATH
PO
L
E
<
S
POLE LINE
R/W LINE
< ROADWAY
R/W CORNERS
5'
5'
INFO
5.0'
1X2
VAR.VAR.
HOLE
HAND
HOLE
HAND
S
BLVD.SIDEWALK
SLOPE .02'/FT.2
0
S
PIPE STAKING
INFO
STATION OF PIPE RUNFLOWLINE PIPE C = CUTSTAKE
TO BLUE CORNER
CUT REFERENCED
2x2
<TACK ON STAKE OPTIONAL
OFFSET REFERENCED
S
CENTERLINE PIPE
PROFILE VIEW
30
S
10 1 + 00% OF GRADE STAKE
1x2
CATCH BASIN OR MANHOLE ( CB/MH )
TOP VIEWS
ELEV.
INLET
TOP CASTING
FLOWLINE/INVERT
SLAB
INFO
1x2
INFO
1x2
1x2INFOINFO1x2
FLOWLINE/INVERT + 0.7'
CB
21
CB
22
+1%CB
21
C
TO
94
FL IN
98
FL OUT
C 05
15°
S
15°
S
FL IN
OPTION 1
OPTION 2
1x2
A
3.0'
TYPICAL
VAR.
VARIABLE
VARIABLE
2x2
CURB & GUTTER ( CURB )
<END D4-24BEG B624 GUT. OUT= OFFSETS
GUTTER OUT
GUTTER IN
OPTIONAL
INFO LATH
2x2
30
S
F
0
STANDARD PLATE MANUAL FOR DIMENSIONS.
TYPE OF CURB & GUTTER; REFER TO
DISTANCES VARY DEPENDING ON THEA
REFERENCE STATIONING
STAKE FOR ELEVATION
MARK ON CORNER OF
CHANGE
IF THERE IS A
CURB & GUTTER
MARK TYPE OF
WHEN NEEDED TO
OPTIONAL LATH
TOP OF CURB
CUT OR FILL TO
OF CURB
TACK TO BACK
DISTANCE FROM
CONCRETE PAVING - SLIP FORM
OPTION A
ALIGNMENT TACK
OPTION B
SLOPE
CONCRETE CONCRETE
2x2 2x2
CROWNS
NORMAL SECTION
<
3' - 10'
OPTION
CONTRACTORS
S
S
0
ALIGNMENT TACK
10+00FO32CROWN 0.18B.C.
E.S.
EDGE OF SLAB
SLAB THROUGH
FROM EDGE OF
GRADE EXTENDED
CUT OR FILL TO
ELEVATION REFERENCE
MARK ON CORNER OF STAKE FOR
DISTANCE = TACK TO EDGE SLAB
SLOPE
CONCRETE
10+00SLOPE STAKES
S S
TOP OF FORM
TOP GRAVEL BASE
2x2
1x2
2x2
TC
TC
F
NEEDED
1x2 IF
OFFSET TO CONTRACTOR'S OPTION
<
S
0
E.S.
S
0 12+50FO62E.S.
REFERENCE STATIONING
STAKE FOR ELEVATION
MARK ON CORNER OF
TACK
ALIGNMENT
REFERENCE
STAKE FOR ELEVATION
MARK ON CORNER OF
CONCRETE PAVING STATIONARY FORM
FRONT
BACK
FRONT
BACK
INFO
FRONT FRONTBACK BACK
NOTE INFORMATION ON STAKE IF NECESSARY
SINGLE ROADWAY - EXAMPLE 'B'
SHOULDER P.I.LATH
SLOPEF
ILL
SLO
PE
1x2
<S
R/W
1x2
1x2
A
B & C
S
3
84
S
3
SH F
2
0
5
3
0
5
22
0
4
3
94F
0
C 983
05C
4
65
45231+00FS
8
3
853
DC
2
4
DC
62
&
70
<
<
<
F
<
FL IN
LT SH 3.0 %11C
FL
FO75IN 1.0 % FROM 22IN 1.0 % FROM 22C
TOP
HH
FRONT BACK12+502
0
<C
S
090
<
70
C
RT SH
7
0
C RT 24.0 -.48LT 24.0 -.484 : 13 : 1LT SH 24.0RT SH 24.0B C A
LATH
OPTION 2 OPTION 1
MAY BE EXCEPTIONS TO SETTING STAKE ON R/W.
ALL SLOPE STAKE REFERENCE DISTANCES GIVEN FROM <.
STAKE TO BOTTOM OF TOP SOIL.
KEY STAKES:
NOTES:
<
BLUE TOP SET AT R/W BOUNDARY LT. & RT.
DIRECTOR, OFFICE OF LAND MANAGEMENT
REVISION:
APPROVED: 8-6-2014
STATE DESIGN ENGINEER
1 OF 2STANDARD PLAN 5-297.115
TRANSPORTATION
OF
DEPARTMENT
STAKING INFORMATION SHEET
APPROVED:
REVISED:
8-6-2014
13 105bmi.tbl7:29:40 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s115_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
LINEADDITIONSECONDJOHNSON'S
LANE ENDS
MERGE LEFT
MINN
77 SOUTH
12th-Portland Ave
Nicollet Ave 1
1
2
3
4
34/
/
/
INFO INFO
INFO INFO
2x2
2x2
LATH
2x2
BRIDGESTAKING ( BRIDGE )
WORKING POINTS LAYOUT
LATH55.0428.56CONTROL POINT
< CSAH 73 POT 61+85.57 =
< TH 394 POC 1067+98.18
<
A
B
U
T
DI
S
T
S
PI
E
R
W
P
BR
2
7
0
7
336.02W.P. "A"
W.P. "D"
W.P. "G"
W.P. "B"
W.P. "E"
W.P. "H"
W.P. "C"
W.P. "F"
W.P. "J"
( TYP.)
85° 04' 30"
CURVE
TAN TO
FRONT BACK
CULVERT WALL
<
PROFILE VIEW
18'' X 54' + 2 APR
END OF BBL END APRON
INFO
2x2
S
S
2x2
INFO
S
<
FL
C
S
APR
OR
BBL
OF
END 18'' X 54' = 2 APRSTAKE
INFO
1x2
STAKE
REF
2x2
REF.
ELEV.
ENT.
PLAN VIEW
% GRADE
S
STAKE
INFO
1x2
STAKE
REF
2x2
REF.
ELEV.WALL A 1+00FTG.
BTM.
CUT
1+00
0
20°
5 FO32412
TACK
1+32
1+64
< ( FRONT FACE )
<
PROFILE VIEW
PLAN VIEW
INFO
EITHER SIDE OF THE WALL
STAKES MAY BE PLACED ON
S
FOOTING
OF
BOTTOM
2x2
S
OVERHEAD SIGNS ( SIGN )
TOP OF PEDESTAL ELEV.
OPTION 1
<
48'
PROFILE VIEW
PLAN VIEW
BOTTOM OF FOOTING ELEV.
& FOOTING
< SIGN POST
& FOOTING
< SIGN POST
OPTION 2
OF PEDESTAL
DISTANCES TO CENTERS
S
PED
TOP
CUT
TO <
INFO
2x2 2x2
INFO
FTG.
BTM.
CUT
( FLUSH )
TACK
O
H
.271 - 394( SIGN NUMBER )VIEW
PROFILE
VIEW
PROFILE
REFERENCE
FOR ELEV.
OF STAKE
ON CORNER
BLUE MARK
( OPTIONAL )REF
INFO
LATH
VISABILITY
OR MUCK EXCAVATION LIMITS ( MUCK )
CLEAR & GRUBBING LIMITS ( CLEAR )
MUCK EXCAVATION LIMITS
CL & GR LIMITS
S
120121122<
<
<( STATIONING )FRONT BACK
FRONT BACK
LATH
LATH
FRONT OF LATH GOES TOWARD <NOTE:
OPTIONAL OFFSET
LATH @ EDGE
LIMITS
MUCK EXC.10' MUCK LIMITS122+0075'
TOS
CL & GR LIMITS122+0090
S
R/W & TEMP. EASEMENT ( R/W )
TOWARD <
FRONT OF STAKE
LATH
PARCEL 52
LOT 6
BLK 4
OR B #
SHOW PARCEL NO.
<
R/W
LATH
PAR #52COR
STAKE D, WITH STATIONING READ WHEN LOOKING UP STATION.
GUARD STAKES SET AT ANGLE IN GROUND 6'' EACH SIDE OFSTAKE A =
TACK SET AT ALIGNMENT POINTS.
SET AT GROUND LEVEL ( TEMPORARY CONSTRUCTION STAKE ).
STAKE C =
IS COMPLETED.
MAY BE REPLACED BY MnDOT MARKER AFTER CONSTRUCTION
2'' X 2'' HUB ( LENGTH MAY VARY ) SET AS TEMPORARY STAKE.
ALIGNMENT POINTS ( ALIGN )
LATH LATH LATH
1x2 1x2 1x2 1x2
2x2
1x2
2x2
1x2
S
AVE STAS
T
ASAVE2x214+31NB
POT
12LATH
14+00NB
<
LATH LATH14+311214+3112<14+3112SAVE1x2
STATIONS
OR EVEN
INCREMENTS
EVEN
SIDE VIEW FRONT VIEW TOP VIEW
FOUNDATION / FOOTING
BUILDING ( BUILD )
S
COR
ES
ELEV. REFERENCE
OF STAKE FOR
MARK ON CORNER
TOP OF FOOTING
GRADE C OR F
FOOTING
DIST. TO
BUILDING
EDGE OF
OUTSIDE
OFFSET TO
ALIGNMENT TACK
LATH
( GUARD )
GUARDRAIL
DIAGONALS
CHECK
S
S
CORNER
DIST. TO
SIGHT &
2ND1ST
HUB-TACK
PLAN VIEW
VIEW
PROFILESTA.ENDLATH
STA.BEGIN
DIRECTOR, OFFICE OF LAND MANAGEMENT
REVISION:
APPROVED: 8-6-2014
STATE DESIGN ENGINEER
2 OF 2STANDARD PLAN 5-297.115
TRANSPORTATION
OF
DEPARTMENT
STAKING INFORMATION SHEET
APPROVED:
REVISED:
8-6-2014
14 105bmi.tbl7:29:41 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s115_2_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
GENERAL NOTES:
<
EDGE OF PAVEMENT EDGE OF PAVEMENT
<
DIRECTION OF TRAFFIC
WEDGE OF PAVEMENT
UNDOWELED
A
A
EDGE OF PAVEMENT
DIRECTION OF TRAFFIC
WEDGE OF PAVEMENT
A
A
DOWEL BAR ASSEMBLIES
DOWELED
EDGE OF PAVEMENT
DIRECTION OF TRAFFIC
EDGE OF PAVEMENT
WEDGE OF PAVEMENT
DIRECTION OF TRAFFIC
t
SLOPE SLOPE
TIE BAR
1/2'' R.
SECTION A-A
SEE TYPICAL SECTIONS AND PLAN SHEETS FOR CROSS
<<
ALL REINFORCING BARS SHALL BE EPOXY COATED AND
DOWEL BAR ASSEMBLIES, WHEN REQUIRED, SHALL BE24' OR 27' TYPICALMAINLINE PAVEMENT 24' OR 27' TYPICALMAINLINE PAVEMENT PAVEMENT 2 FT. THRU 15 FT. WIDTH
SLOPES AND PAVEMENT THICKNESS, t.
- 27' WIDE4 LANE DIVIDED
- 24' WIDE
- 27' WIDE
2 WAY TRAFFIC
2 WAY TRAFFIC
15.0'15.0'
18'' MIN.18'' MIN.
15.0'15.0'
18'' MIN.18'' MIN.3''15.0'15.0'15' MAX.15.0'15.0'
13' 0''
12' 0''
13' 6''
14' 0'' ( DRIVERS RIGHT )
12' 0''
13' 6''
t/2 ` 1''
SIMILAR TO THOSE SHOWN ON STANDARD PLATE 1103.
STANDARD PLATE 1070.
FOR t 10-1/2''
FOR t 10-1/2''
FOR t 10-1/2''
FOR t 10-1/2''
15' IN WIDTH.
LONGITUDIDNAL JOINT RATHER THAN PAVE GREATER THAN
BE PLANNED t/2 ` 1''. IT IS PREFERRED TO ADD A
WITHOUT A LONGITUDINAL JOINT, PLACEMENT DEPTH SHALL
PLACE IN PANELS WHERE PAVEMENT WIDTH EXCEEDS 15.0'
UNDOWELED OR DOWELED 24" MAX.18'' MIN.24" MAX.18'' MIN.FOR SUPPLEMENTAL PAVEMENT REINFORCEMENT, SEE
PANEL REINFORCEMENT
COMPLY WITH SPEC 3301.
PANEL REINFORCEMENT:
3 EQUAL SPACES
NO. 4 TIE BARS AT 3' SPACING
NO. 5 TIE BARS AT 3' SPACING
NO. 4 TIE BARS AT 3' SPACING
NO. 5 TIE BARS AT 3' SPACING
FOR t 10-1/2''
4 - NO. 5 REINF. BARS
FOR t 10-1/2''
4 - NO. 4 REINF. BARS
FOR DOWEL BAR DIAMETER
SEE STANDARD PLAN 5-297.221
L1TU L1TU L1TU L1TU
L1TU
C1U-DC1U-D
C1U-D DOWELED
C1U
C1U UNDOWELED
C1U
REVISION:
APPROVED: FEBRUARY 16, 2016
REVISION:
DIRECTOR, OFFICE OF MATERIALS AND ROAD RESEARCH
CONCRETE MAINLINE PAVEMENT
RURAL
15.0 FT. PANEL LENGTH
STATE DESIGN ENGINEER
1 OF 2STANDARD PLAN 5-297.217
TRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
2-16-2016
15 105bmi.tbl7:29:42 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s217_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
GENERAL NOTES:
SEE TYPICAL SECTIONS AND PLAN SHEETS FOR CROSS
DOWEL BAR ASSEMBLIES, WHEN REQUIRED, SHALL BE SLOPES AND PAVEMENT THICKNESS, t.
SIMILAR TO THOSE SHOWN ON STANDARD PLATE 1103.
STANDARD PLATE 1070.
EDGE OF PAVEMENT
DIRECTION OF TRAFFIC
WEDGE OF PAVEMENT
B
B
DOWEL BAR ASSEMBLIES
DOWELED
<24' OR 27' TYPICAL15.0'15.0'
18'' MIN.18'' MIN.
FOR t 10-1/2''
FOR t 10-1/2''
<
t
SLOPE SLOPE
TIE BAR
1/2'' R.
SECTION B-B
- 27' WIDE4 LANE DIVIDED
- 24' WIDE
- 27' WIDE
2 WAY TRAFFIC
2 WAY TRAFFIC
13' 0''
12' 0''
13' 6''
14' 0'' ( DRIVERS RIGHT )
12' 0''
13' 6''
t/2 ` 1''
6' 0'' MAX
TIE BAR t/2 ` 1''
CONCRETE SHOULDERMAXIMUM6'SHOULDERCONCRETEINSIDE CONCRETE SHOULDER
MAINLINE PAVEMENT WITH
EDGE OF PAVEMENT
DIRECTION OF TRAFFIC
EDGE OF PAVEMENT
C
C
DOWEL BAR ASSEMBLIES
DOWELED
<
15.0'15.0'
18'' MIN.18'' MIN.
FOR t 10-1/2''
FOR t 10-1/2''
L2KTU OR L2TU L2KTU OR L2TU
MAINLINE PAVEMENT URBAN12'12'12'<
SLOPE SLOPE
TIE BAR
SECTION C-C
12' 0''
t/2 ` 1''
12' 0"
t
t/2 ` 1''
SLOPE
1/2'' R.L2KTU OR L2TU
TIE BAR
12' 0"
FOR SUPPLEMENTAL PAVEMENT REINFORCEMENT, SEE
ALL REINFORCING BARS SHALL BE EPOXY COATED
AND COMPLY WITH SPEC. 3301.11
CONCRETE SHOULDER WIDTH AND DEPTH.
TIE BARS AND SAWED JOINTS ARE NEEDED BASED ON
CONTACT THE CONCRETE ENGINEER TO DISCUSS WHETHER
NO. 4 TIE BARS AT 3' SPACING
NO. 5 TIE BARS AT 3' SPACING
NO. 4 TIE BARS AT 3' SPACING
NO. 5 TIE BARS AT 3' SPACING
FOR DOWEL BAR DIAMETER
SEE STANDARD PLAN 5-297.221
FOR DOWEL BAR DIAMETER
SEE STANDARD PLAN 5-297.221
L1TU, L2KTU, OR L2TU L1TU, L2KTU, OR L2TU
L1TU L1TU
OR L2TU
L2KTU,
L1TU,
L1TU
L1TU
L1TUL1TU
C1U-D C1U-D
C1U-DC1U-D
REVISION:
APPROVED: FEBRUARY 16, 2016
REVISION:
DIRECTOR, OFFICE OF MATERIALS AND ROAD RESEARCH
CONCRETE MAINLINE PAVEMENT
STATE DESIGN ENGINEER
2 OF 2STANDARD PLAN 5-297.217
TRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
2-16-2016
URBAN OR CONCRETE SHOULDERS
15.0 FT. PANEL LENGTH
16 105bmi.tbl7:29:42 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s217_2_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
LEGEND EXAMPLE HcHcC3P C3P-D
SEE JOINT DETAIL C SEE JOINT DETAIL C
10
10'
4'
10'
ELEVATION
ELEVEN DOWEL BASKET (SPACED AT 12")
PLAN VIEW
EIGHT DOWEL BASKET (WHEEL PATH DOWELS SPACED AT 12")
PLAN VIEW
X
X
X
X
8SECTION X-X
15"
Hc
< JOINT
OF DOWEL BAR
WELD ALTERNATE ENDS
(MIN.)
0.306" WIRE
ANCHOR PIN
1" MIN.
45°
(IN.)
DIAMETER
DOWEL BAR
7 - 7•1 3
8 - 10 1‚
1•
4
5
DOWEL BAR TABLE
10•
10
EDGE OF PAVING
9
CENTERLINE OF PAVING
12"
SUBGRADE
EIGHT ANCHOR PINS PER UNIT (MINIMUM) PATTERN AS SHOWN
JOINT DEPTH AND TOLERANCE: t/3 ` ‚".1
2
3
4
5 JOINT WIDTH TOLERANCE IS +ˆ" TO -•".
6
7
8
9
- 1' 0" FOR 12' 0" LANE.
- 2' 0" FOR 13' 0" LANE.
- 2' 6" FOR 13' 6" LANE.
- 3' 0" FOR 14' 0" LANE.
DISTANCE TO EDGE OF PAVEMENT FROM OUTSIDE DOWEL:
10
AFTER STAKING.
CONTRACTOR OPTION TO CUT AND BEND SPACER WIRES
7
6
8
8
2
2
4 455
TYPE DETAIL
ELASTOMERIC
SEE PREFORMED
DETAIL & SEALER SPEC. TABLE
CONTRACTION JOINT REFERENCE,
C1U & C2H C1U-D & C2H-D
JOINT DETAIL A JOINT DETAIL B JOINT DETAIL C
PREFORMED ELASTOMERIC TYPE DETAIL
SEE JOINT DETAIL A OR B SEE JOINT DETAIL A OR B
ttttSAWED & UNSEALED SAWED & SEALED SAWED AND SEALED
3
1 1
SEALER
JOINT
3/16" ` 1/16"
2
1
d
c
b
a bcdb
a
JOINT REFERENCE
WIDTH
JOINT
1/8"
REQUIRED DIMENSIONS
IN JOINT ( 5 CELL MIN. )
SATISFACTORY INSTALLATION
TYPICAL SHAPE FOR
NOTES: JOINT TYPE TRANSVERSE
C1U C1U-D UNSEALEDA
C3P C3P-D 3721C
C2H-D
C2H C2H-D 3725B
-D = DOWEL BARS
C =
NO. =
U =
H =
P =
DOWEL BAR ASSEMBLY
DOWEL BAR ASSEMBLY
1/8"
3/8"
DOWELS
WITHOUT
DOWELS
WITH DETAIL
JOINT
SPEC.
SEALER
JOINT
SEALER SIZE
NOMINAL
3721
REFERENCE
SPEC.
JOINT REFERENCE
CONTRACTION JOINT
12"9
CONTRACTION JOINT DOWEL BAR ASSEMBLIES
5
PREFORMED
HOT POURED
UNSEALED
STATE DESIGN ENGINEER
1 OF 4STANDARD PLAN 5-297.221
TRANSPORTATION
OF
DEPARTMENT
PAVEMENT JOINTS
CONTRACTION (DESIGN C)
APPROVED:
REVISED:
(IN.)
THICKNESS
PAVEMENT
t
(t)
THICKNESS
PAVEMENT
(IN.)
DOWEL BAR
CENTER OF
HEIGHT TO
Hc
3/8"
1/8"
1/8"1/8"
USE IN ALL 3/8" JOINTS
11/16"
0.25" MIN.
0.63" MIN.
2"
12" MIN.0.69" + 0.13" - 0.05"
0.08" 0.02"
TO BE USED AND SPECIAL REINFORCEMENT REQUIRED.
SEE PAVING LAYOUTS IN THE PLANS FOR JOINT CLASS DESIGNATION
MAINLINE/RAMP PAVEMENT.
SEE STANDARD PLANS 5-297.217 AND 5-297.219 FOR CONCRETE
MANUFACTURER'S RECOMMENDATIONS.
FURNISH AND INSTALL ALL JOINT SEALER IN ACCORDANCE WITH THE
SEE STANDARD PLATE 1103 FOR DOWEL BAR ASSEMBLY.
PROVIDE CORNERS WITH SUITABLE FILLET.
POINT THROUGHOUT "c" DEPTH. SHARP CORNERS NOT PERMITTED.
TO FIT THE JOINT DESIGN WIDTH. "a" DIMENSION APPLIES AT ANY
JOINT DEPTH ‚" MORE THAN THE PREFORMED SEALER WHEN COMPRESSED
OR BY WATER BLASTING AFTER SAWING.
CLEAN JOINT FACES WITH WATER DURING THE SAW CUTTING OPERATION
WHEN SEALING IS REQUIRED.
CLEAN AND DRY JOINT FACES BY SANDBLASTING AND AIR BLASTING,
ASSEMBLIES TO THE ENGINEER FOR ACCEPTANCE PER SPEC. 2301.
ASSEMBLY. PROVIDE QUALITY CONTROL PLAN FOR ANCHORING THE DOWEL BAR
EVENLY SPACE A MINIMUM OF (8) ANCHOR PINS (4 PER SIDE) PER DOWEL
APPROVED BY THE ENGINEER.
CONSTRUCTION. FOR CONCRETE OVERLAYS, ANCHOR PIN REQUIREMENT AS
ANCHOR PIN REQUIREMENTS FOR CONCRETE PAVEMENT ON GRADE
- HEIGHT (hC) TO CENTER OF DOWEL BAR ` •".
PAVEMENT AND CENTERED ON THE DOWEL BAR `3".
- SAW CONTRACTION JOINTS PERPENDICULAR TO THE CENTERLINE OF THE
PAVEMENT `‚" IN 15"
- PLACE DOWEL BARS PARALLEL TO THE CENTERLINE OF THE
`„" IN 15".
- PLACE DOWEL BARS PARALLEL TO THE SUBSTRATE SURFACE
TOLERANCES:
LEAD EXPERT OFFICE
GLENN ENGSTROM
DIRECTOR
AND ROAD RESEARCH
OFFICE OF MATERIALS THOMAS STYRBICKI
10-03-2022
17 105bmi.tbl7:29:43 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s221_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
HcHc
3
4
< JOINT
SECTION Y-Y
SPACER = t - 1"
SIDE RAILS FIXED END SPACER Y
Y
SPACER
CENTERLINE OF PAVING
12"
EDGE OF PAVING
6
EXPANSION JOINT DOWEL ASSEMBLY
PLAN VIEW
DETAIL & SEALER SPEC. TABLE
EXPANSION JOINT REFERENCE,
(IN.)
DIAMETER
DOWEL BAR
7 - 7•1 3
8 - 10 1‚
1•
4
5
DOWEL BAR TABLE
10•
5
SLEEVE DETAIL
SEE TUBE DOWEL
TUBE DOWEL SLEEVE DETAIL
3702
11
3
E1H-D
SPEC.
FILLER
JOINT
PREFORMED
EIGHT ANCHOR PINS PER UNIT (MINIMUM) PATTERN AS SHOWN 2
1
2
FLUSH TO „" BELOW TOP OF PAVEMENT SURFACE.
BY SANDBLASTING AND AIR BLASTING. TOP OF SEALER
JOINT SEALER SPEC. 3725. CLEAN AND DRY JOINT FACES
3
4
LENGTH OF BAR.
CENTERLINE WITHIN A TOLERANCE OF ‚" WITHIN THE
PARALLEL TO THE PAVEMENT SURFACE AND THE PAVEMENT
PLACE METAL INSTALLATION SHIELDS FOR EXPANSION JOINTS
5
FOR ACCEPTANCE PER SPEC. 2301.
FOR ANCHORING THE DOWEL BAR ASSEMBLIES TO THE ENGINEER
PER DOWEL ASSEMBLY. PROVIDE QUALITY CONTROL PLAN
EVENLY SPACE A MINIMUM OF (8) ANCHOR PINS (4 PER SIDE)
SPACE FROM END OF DOWEL BAR TO END OF SLEEVE IS 1" MINIMUM.
6
- 1' 0" FOR 12' 0" LANE.
- 2' 0" FOR 13' 0" LANE.
- 2' 6" FOR 13' 6" LANE.
- 3' 0" FOR 14' 0" LANE.
DISTANCE TO EDGE OF PAVEMENT FROM OUTSIDE DOWEL:
WITH THE MANUFACTURER'S RECOMMENDATIONS.
FURNISH AND INSTALL ALL JOINT SEALER IN ACCORDANCE
WITH SPEC. 3702.
PROVIDE PREFORMED JOINT FILLER MATERIAL IN ACCORDANCE
SEE STANDARD PLATE 1103 FOR DOWEL BAR ASSEMBLY.
CONTACT THE CONCRETE OFFICE.
WHEN USING THE EXPANSION JOINT DOWEL ASSEMBLY,
JOINT SEALER 1
tJOINT FILLER
PREFORMED
JOINT SEALER
JOINT FILLER
PREFORMED
DOWEL BAR ASSEMBLY
WIDTH
JOINT
E1H E1H-D 1/2"
PREFORMED JOINT FILLER
JOINT SEALERSEALER
JOINT
FILLER
JOINT
PREFORMED
E1H
E1H-D
NOTES: THRU CURB
SECTION
THRU CURB
SECTIONt 1
E
NO.
H
-D
3725
JOINT REFERENCE
TUBE DOWEL SLEEVE
DOWEL BAR
DOWELS
WITH
DOWELS
WITHOUT
SPEC.
SEALER
JOINT
=
=
=
=
DOWEL BARS
HOT POURED
JOINT REFERENCE
EXPANSION JOINT
EXAMPLELEGEND EXPANSION JOINT DOWEL BAR ASSEMBLY
ELEVATION VIEW
(MIN.)
0.306" WIRE
ANCHOR PIN
1" MIN.
45°
- HEIGHT (hC) TO CENTER OF DOWEL BAR ` •".
PAVEMENT `‚" IN 15"
- PLACE DOWEL BARS PARALLEL TO THE CENTERLINE OF THE
`„" IN 15".
- PLACE DOWEL BARS PARALLEL TO THE SUBSTRATE SURFACE
TOLERANCES:
STATE DESIGN ENGINEER
2 OF 4STANDARD PLAN 5-297.221
TRANSPORTATION
OF
DEPARTMENT
PAVEMENT JOINTS
EXPANSION (DESIGN E)
APPROVED:
REVISED:
(t)
THICKNESS
PAVEMENT
(IN.)
THICKNESS
PAVEMENT
t
(IN.)
DOWEL BAR
CENTER OF
HEIGHT TO
Hc
LEAD EXPERT OFFICE
GLENN ENGSTROM
DIRECTOR
AND ROAD RESEARCH
OFFICE OF MATERIALS 1"1/2"
1/2"1"1/2"
1/2"
•" FOR E1H-D JOINT
SPACER (SPEC. 3702)
2"
12" MIN.
THOMAS STYRBICKI
10-03-2022
18 105bmi.tbl7:29:44 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s221_2_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
LEGEND EXAMPLE
L2KTU
2
1 2 6
1
3 4
7
2" MIN.
2
6
10"
10"
SLIPFORM KEYWAY TABLE
5
2
JOINT DEPTH AND TOLERANCE: t/3 ` ‚".1
JOINTS, EXCEPT WHEN NOTED OTHERWISE IN THE PLANS.
BEND TIE BARS 90 DEGREES WHEN INSERTED IN THE L2
4
BLASTING, WHEN SEALING IS REQUIRED.
CLEAN AND DRY JOINT FACES BY SANDBLASTING AND AIR
6
7
3
THE CONCRETE UNIT FOR SEALING RECOMMENDATIONS.
LONGITUDINAL JOINTS SAWED WIDER THAN 1/8", CONTACT
REQUIRED.
DESIGNATION TO BE USED AND SPECIAL REINFORCEMENT
SEE PAVING LAYOUTS IN THE PLANS FOR JOINT CLASS
CONCRETE MAINLINE AND RAMP PAVEMENT.
SEE STANDARD PLANS 5-297.217 AND 5-297.219 FOR
WITH THE MANUFACTURER'S RECOMMENDATIONS.
FURNISH AND INSTALL ALL JOINT SEALER IN ACCORDANCE
3301.
PROVIDE EPOXY-COATED TIE BARS COMPLYING WITH SPEC.
SEE JOINT DETAIL A OR B
tttSEE JOINT DETAIL A OR B
tJOINT SEALER
SAWED & SEALEDSAWED & UNSEALED
t
THICKNESS
PAVEMENT
NO KEYWAY
5"
t D
JOINT REFERENCE
SPEC
SEALER
JOINT
WIDTH
JOINT
UNSEALED
3725
UNSEALED
UNSEALED
1/8"
1/8"
A
NONE
NONE
L2KTU
L1TU
L2TU
L3U
L1U
CONCURENTLYSLABS PAVED3'-0"
L1T
3'-0"
NOTES:
PAVEMENT KEYWAY DETAIL
JOINT DETAIL A JOINT DETAIL B
AND PAVING DETAIL
L2T & L2KT TIE BAR BENDINGL1T PAVING DETAIL
DETAIL & SEALER SPECIFICATION TABLE
LONGITUDINAL JOINT REFERENCE,
L2TUL1U & L1H L3U
L2KTUL1TU & L1TH
THRU CURB
SECTION
TIE BAR
TIE BAR
tTIE BAR
KEYWAY
BUTTED
FIRSTSLABSLABSECONDBAR POSITION IN FIRST SLAB
BAR POSITION IN SECOND SLAB
3'-0"
D
BL1HL1TH
tTIE BARS
WITHOUT
TIE BARS
WITH
& TIE BARS
WITH KEYWAY DETAIL
JOINT
H
U
T
K
3
2
1
NO.
L
=
=
=
=
=
=
=
=
=
TIE BAR
5 5
1
„"„"
6
HOT POURED
UNSEALED
TIE BARS
KEYWAY
BUTTED CONSTRUCTION JOINT
TIED CONSTRUCTION JOINT
PAVED CONSTRUCTION JOINT
JOINT REFERENCE
LONGITUDINAL JOINT
JOINT WIDTH TOLERANCE IS +ˆ" TO -•".
THICKNESS
PAVEMENT
3"
4"
5"
7"TO 7-1/2"
7"
t
D
2-1/2"
FIXED FORM KEYWAY TABLE 6
STATE DESIGN ENGINEER
3 OF 4STANDARD PLAN 5-297.221
TRANSPORTATION
OF
DEPARTMENT
PAVEMENT JOINTS
LONGITUDINAL (DESIGN L)
APPROVED:
REVISED:
8 PROVIDE NO. 4 TIE BAR, 30" LONG, SPACED AT 3' ON CENTER.
8
(MIN. DEPTH)(MIN. DEPTH)
88
LEAD EXPERT OFFICE
GLENN ENGSTROM
DIRECTOR
AND ROAD RESEARCH
OFFICE OF MATERIALS
OPERATION OR BY WATER BLASTING AFTER SAWING.
CLEAN JOINT FACES WITH WATER DURING THE SAW CUTTING
USED WITH THE APPROVAL OF THE CONCRETE ENGINEER.
APPROVAL BY THE ENGINEER. OTHER KEYWAY SHAPES MAY BE
USE OF KEYWAY FOR ANY OTHER APPLICATION REQUIRES
- PLACING SLIPFORM CONSTRUCTION WHEN t 10".
- PLACING FIXED FORM CONSTRUCTION.
CONTRACTOR'S OPTION TO USE KEYWAY WHEN:
2" ABOVE THE CURB AND GUTTER GRADE.
DEPTH AS ADJACENT CONCRETE, PLACE TIE BAR MINIMUM OF
WHEN CURB AND GUTTER IS NOT CONSTRUCTED AT THE SAME t/2 ` 1"t/2 ` 1"8
8"TO 9-1/2"
10"
THOMAS STYRBICKI
10-03-2022
19 105bmi.tbl7:29:45 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s221_3_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
12" MIN.
12" MIN.
24"
12" MIN.
12" MIN.
24"
4
4
12"
9
9
9" MIN.
9" MIN.
1
HEADER BOARD
END OF CONCRETE POUR
SLIPFORM PLACED REINFORCEMENT BAR HEADER 2
HEADER BOARD
3FIXED FORM PLACED REINFORCEMENT BAR HEADER
HEADER BOARD
END OF CONCRETE POUR
6
HEADER BOARD
7
8
SLIPFORM PLACED DOWEL BAR HEADER
FIXED FORM PLACED DOWEL BAR HEADER
DRILL AND GROUT DOWEL BAR HEADER
55
9
PERMANENT HEADER 10
3' MIN.
2
1
3
4
5
6
7
8
9
10
1
1
CURRENT POURPREVIOUS POUR
5' T0 8'
PREVIOUS POUR CURRENT POUR
NOTES:
5' 0''
FLEXIBLE PAVEMENTCONCRETE PAVEMENTPAVEMENT WIDTH5' TO 8'
t PAVEMENT WIDTHt
t
JOINT
CONTRACTION
HEADER JOINT
CONSTRUCTION
JOINT
CONTRACTION
JOINT
CONTRACTION
HEADER JOINT
CONSTRUCTION
JOINT
CONTRACTION
REINFORCEMENT BAR CONSTRUCTION HEADERS DOWEL BAR CONSTRUCTION HEADERS
18" MIN.
3'' - 5"
1
1
4
4
STATE DESIGN ENGINEER
4 OF 4STANDARD PLAN 5-297.221
TRANSPORTATION
OF
DEPARTMENT
PAVEMENT JOINTS
CONSTRUCTION AND TERMINAL HEADERS
APPROVED:
REVISED:
11
PROVIDE EPOXY-COATED REINFORCEMENT BARS IN ACCORDANCE WITH SPEC. 3301.
DRILL AND GROUT REINFORCEMENT BAR HEADER
TERMINAL HEADER 11
t
LEAD EXPERT OFFICE
GLENN ENGSTROM
DIRECTOR
AND ROAD RESEARCH
OFFICE OF MATERIALS
THE CONTRACT.
CONTRACTION JOINT SPACING IN ACCORDANCE WITH
DISTANCE EQUAL TO OR LESS THAN THE DESIGNED
8
12" ON CENTER AT DEPTH OF T/2 +/- 1".
PROVIDE NO. 4 REINFORCEMENT BARS, 30" LONG, SPREAD
FINISH THE CONCRETE BEHIND THE HEADER BOARD.
INSERT THE REINFORCEMENT BARS. CONSOLIDATE AND
BARS. PLACE THE CONCRETE BEHIND THE BOARD AND
SECTION AND SLOTTED OR DRILLED FOR REINFORCEMENT
SET HEADER BOARD SHAPED TO PAVEMENT CROSS
SPACED 18" ON CENTER AT DEPTH OF t/2 ` 1".
PROVIDE NO. 7 REINFORCEMENT BARS, 5' LONG,
AN EXISTING PERMANENT HEADER.
CONCRETE IS BEING CONSTRUCTED ADJACENT TO
CONTACT THE CONCRETE UNIT WHEN FUTURE
CONCRETE (400' OR GREATER) ABUT BITUMINOUS.
USE PERMANENT HEADER WHEN LONG SECTIONS OF
(ON SIDE STREETS, FOR EXAMPLE).
CONCRETE (LESS THAN 400') ABUT BITUMINOUS
USE TERMINAL HEADER WHEN SHORT SECTIONS OF
FINISH THE CONCRETE BEHIND THE HEADER BOARD.
ABOVE AND BELOW THE DOWELS. PLACE, CONSOLIDATE AND
SET HEADER BOARD SHAPED TO PAVEMENT CROSS SECTION
PLACE DOWEL BAR BASKET AT DESIRED HEADER LOCATION.
AND THE CONTRACT.
PROVIDE DOWEL BARS IN ACCORDANCE WITH SPEC. 3302
CONCRETE FROM THE EXPOSED DOWELS.
BEHIND THE HEADER BOARD. THOROUGHLY REMOVE ALL
PAST THE HEADER LOCATION AND FINISH CONCRETE
CROSS SECTION ABOVE AND BELOW THE DOWELS. PAVE
LOCATION. SET HEADER BOARD SHAPED TO PAVEMENT
PLACE DOWEL BAR BASKET AT DESIRED HEADER
AND FINISH THE CONCRETE BEHIND THE BOARD.
REINFORCEMENT BARS. INSERT THE REINFORCEMENT BARS
PAVEMENT CROSS SECTION AND SLOTTED OR DRILLED FOR
CONCRETE POUR. SET HEADER BOARD SHAPED TO
PAVE PAST THE HEADER LOCATION. REMOVE END OF
REINFORCEMENT BARS.
- FOR REINFORCEMENT BAR HEADERS, USE NO. 4
SPEC. 3302 AND THE CONTRACT.
HAVING A DIAMETER IN ACCORDANCE WITH
- FOR DOWEL BAR HEADERS, USE DOWEL BARS
RECOMMENDATIONS.
ACCORDANCE WITH THE MANUFACTURER'S
GROUT IN THE BACK OF THE DRILL HOLE IN
INJECT A MnDOT-APPROVED EPOXY OR NON-SHRINK
OF THE BAR BEING PLACED TO A DEPTH OF 9".
GREATER THAN THE NOMINAL OUTSIDE DIAMETER
AT A DEPTH OF T/2 ` 1". DRILL THE HOLE 1/8"
REINFORCEMENT BARS SPACED AT 12" ON CENTER
DRILL AND GROUT 18" LONG DOWEL OR PAVEMENT WIDTH4
THOMAS STYRBICKI
10-03-2022
20 105bmi.tbl7:29:46 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s221_4_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
REQUIRED LANDING
4' 0'' MIN.
RAMP
VAR.
1/4" R.
0.02 FT./FT. MAX.
1/4" R.
REQUIRED LANDING
4' 0'' MIN.
0.083 FT./FT PREFERRED
0.05 FT./FT. AND
REQUIRED LANDING
4' 0'' MIN.
RAMP
VAR.
0.02 FT./FT. MAX.
1/4" R.
0.05 FT./FT PREFERRED
0.02 FT./FT. AND
8
8
3
7
WALK
WALKA
A
S
4
APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%.
OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY
INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK
WHEN THE LONGITUDINAL RUNNING SLOPE IS GREATER THAN 5.0%.
SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE
6
DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB.
RECTANGULAR DETECTABLE WARNINGS SHALL BE SETBACK 3" FROM THE BACK OF CURB. RADIAL
5
FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA.
DETECTABLE WARNINGS MAY BE PART OF THE 4' X 4' MIN. LANDING AREA IF IT IS NOT
0"
0"
1 MATCH FULL HEIGHT CURB.
2 4' MINIMUM DEPTH LANDING REQUIRED ACROSS TOP OF RAMP.
8
ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH.
3" HIGH CURB WHEN USING A 3' LONG RAMP, 4" HIGH CURB WHEN USING A 4' LONG RAMP.
9
SURFACE
OR WALKABLE
NON-WALKABLE
PAVE FULL WALK WIDTH.
9
9
SURFACE
OR WALKABLE
NON-WALKABLE
AND IF THE APPROACHING WALK IS INVERSE GRADE GREATER THAN 2%.
DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%,
LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES
THAT THE GRADE BREAK IS PERPENDICULAR TO THE DIRECTION OF TRAVEL. (TYPICAL FOR ALL)
THE GRADE BREAK SHALL BE PERPENDICULAR TO THE BACK OF WALK. THIS WILL ENSURE
S
F
CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED.
THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE
AND CROSS SLOPE SHALL NOT EXCEED 2.0%.
THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER
AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%.
5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN
CURB HEIGHTX"
2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS.
LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX
S
5
7
BACK OF CURB
FRONT OF GUTTER
FLOW LINE
FLAREFLARE
4 4
A
A
C
C
FLARE
3
4
A
A
FLARE
4
S
S
F
S
F
WALKABLE SURFACE
NON-WALKABLE OR
3
WALKABLE SURFACE
NON-WALKABLE OR
1 1
1 1
0"0"
0"0"
0"0"
1 1
GUTTER
CURB AND
CURB OR
GUTTER
CURB AND
CURB OR
GUTTER
CURB AND
CURB OR
0.02 FT./FT. MAX.
STATE DESIGN ENGINEERTRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
THOMAS STYRBICKI
10
10
MAX.
2%
MAX.
2%
10
EVALUATED AND DEEMED IMPRACTICAL.
"S" SLOPES ON FANS SHALL ONLY BE USED WHEN ALL OTHER FEASIBLE OPTIONS HAVE BEEN
A 7' MIN TOP RADIUS GRADE BREAK IS REQUIRED TO BE CONSTRUCTIBLE.
FOR ALL SEPARATELY POURED INITIAL LANDINGS.
IN AN INDEPENDENT CONCRETE POUR. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 OF 6
A RAMPED SURFACE (RUNNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY
TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF
SNOW & ICE REMOVAL.
SLOPE SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE
WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS LESS THAN 5% RUNNING
IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS.
WHEN ADJACENT TO GRASS, GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB,
WHEN SIDEWALK IS AT BACK OF CURB, TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.
AND RETURNED CURBS.
SEE SHEET 4 OF 6, TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES
MAINTAIN POSITIVE BOULEVARD DRAINAGE TO TOP OF CURB.
11
BOULEVARD OR SIDEWALK GRADES.
REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH ADJACENT
INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3" CURB HEIGHT.
11
11
11
11
6" CONCRETE WALK
6" CONCRETE WALK
6" CONCRETE WALK
4
4
1 OF 6STANDARD PLAN 5-297.250
PEDESTRIAN CURB RAMP DETAILS
SECTION A-A
SECTION C-C
PARALLEL/DEPRESSED CORNER
SECTION B-B
FAN
PERPENDICULAR/TIERED/DIAGONAL
6
6
7
7
MODIFIED FAN
5
6
7
1
1
1
1
1
1
F
F
F
F
B
B
F
F
F
F
F
B
B
F
S
DEPRESSED CORNER
C
C
S
2
2
MAY BE USED
STRAIGHT FORMS
0"
0"
0"
0"
0"
0"
2
IS CONSTRAINED
USED WHEN RIGHT-OF-WAY
FAN
DIAGONAL
EVALUATED AND DEEMED IMPRACTICAL
OTHER CURB RAMP TYPES HAVE BEEN
SHALL ONLY BE USED AFTER ALL
6SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH. (EXCEPT AS STATED IN BELOW.
ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL. THUS BOTH
LEGEND
PARALLEL
TIERED PERPENDICULAR
PERPENDICULAR
NOTES:
0" - 3" OFFSET IS ALLOWED.
WARNINGS ARE ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES
WITH THE EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE
TO COVER THE ENTIRE PAR WIDTH OF SHARED-USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK
SHALL CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING
4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS
GREATER THAN 20 FEET.
ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BETHAN THE INCOMING PAR.
WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS
VISUAL JOINTS SHALL BE USED AT THE TOPS OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES.
CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP
11-04-2021
JEFFREY PERKINS
APPROVED: 11-04-2021
OPERATIONS DIVISION
REVISION:
21 105bmi.tbl7:29:47 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s250_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
7
11
3
4
6
7
8
5' MAX
9
10
10
11
RAMP
WALKABLE SURFACE
NON-WALKABLE OR
BACK OF CURB
FRONT OF GUTTER
FLOW LINE
D
D
14
7
TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK GRADE.
WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 5.0%.
SECONDARY CURB RAMP LANDINGS ARE REQUIRED FOR EVERY 30" OF VERTICAL RISE
13
PLACE DOMES AT THE BACK OF CURB WHEN ALLOWABLE SETBACK CRITERIA IS EXCEEDED.
5' MAX
BACK OF CURB
FRONT OF GUTTER
FLOW LINE
F 7.0' PREFERRED
MINIMU
M 5.5'S
5
SURFACE
WALKABLE
SURFACE
NON-WALKABLE
2' MAX
4
SETBACK CRITERIA IS EXCEEDED
DETECTABLE WARNING PLACEMENT WHEN
12
12
2
4" HIGH CURB WHEN USING A 4' LONG RAMP.
3" HIGH CURB WHEN USING A 3' LONG RAMP
10
10
9
2
2
3
7
7
5
RAMP
6
S
MATCH FULL CURB HEIGHT.
THUS BOTH SIDES OF A SLOPED WALKING SURFACE MUST BE EQUAL LENGTH.
ALL GRADE BREAKS WITHIN THE PAR SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL.
1
1
4" PREFERRED (7' MIN. DISTANCE REQUIRED BETWEEN DOMES).
3" MINIMUM CURB HEIGHT (5.5' MIN. DISTANCE REQUIRED BETWEEN DOMES)
8% TO 10% SLOPE
SLOPES TO REDUCE NEGATIVE BOULEVARD SLOPES FROM THE TOP BACK OF CURB TO THE PAR.
WHEN THE BOULEVARD IS 4' WIDE OR LESS, THE TOP OF CURB TAPER SHALL MATCH THE RAMP
8
8
TO BE USED FOR ALL DIRECTIONAL RAMPS, EXCEPT WHERE DOMES ARE PLACED ALONG THE BACK OF CURB.14
SHOULD BE USED OVER V CURB TO REDUCE TRIPPING HAZARDS AND FACILITATE SNOW & ICE REMOVAL.
LIMITS WHEN RIGHT OF WAY ALLOWS. WHEN ADJACENT TO PARKING LOTS, CONCRETE OR BITUMINOUS TAPERS
GRADING SHALL ALWAYS BE USED WHEN FEASIBLE. V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK
8% TO 10% WALKABLE FLARE.
0"
0"
0"
0"
0"
0"
0"
0"
JOINTS SHALL BE USED AT THE TOP GRADE BREAK OF CONCRETE FLARES ADJACENT TO WALKABLE SURFACES.
CONTRACTION JOINTS SHALL BE CONSTRUCTED ALONG ALL GRADE BREAKS WITHIN THE PAR. 1/4" DEEP VISUAL
ALL RAMP TYPES SHOULD HAVE A MINIMUM 3' LONG RAMP LENGTH.
RAMPS. IF THIS OCCURS MODIFY THE RAMP LOCATION OR SWITCH RAMP TO A FAN/DEPRESSED CORNER.
THE "BUMP" IN BETWEEN THE RAMPS SHOULD NOT BE IN THE PATH OF TRAVEL FOR COMBINED DIRECTIONAL
AND HELPS ELIMINATE THE CURB TAPER OBSTRUCTING THE PATH OF PEDESTRIAN TRAVEL.
WARNINGS SHALL COVER THE ENTIRE WIDTH OF THE WALK/PATH. THIS ENSURES A DETECTABLE EDGE
FOR DIRECTIONAL RAMPS WITH THE DETECTABLE WARNINGS PLACED AT THE BACK OF CURB, THE DETECTABLE
10
S
F
CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED.
THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE
AND CROSS SLOPE SHALL NOT EXCEED 2.0%.
THAN 2.0% AND LESS THAN 5.0% IN THE DIRECTION SHOWN
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE GREATER
AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%.
5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN
CURB HEIGHTX"
2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS.
LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX
LEGEND
APPLICABLE WHEN THE INITIAL RAMP RUNNING SLOPE IS OVER 5.0%.
OF CURB, WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, ONLY
INITIAL CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK
AND IF THE APPROACHING WALK IS INVERSE GRADE.
DIRECTION, AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 5.0%,
LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE (PAR) CHANGES
11SEE NOTES & FOR INFORMATION REGARDING RECTANGULAR DETECTABLE WARNING PLACEMENT.
RADIAL DETECTABLE WARNINGS SHALL BE SETBACK 3" MINIMUM TO 6" MAXIMUM FROM THE BACK OF CURB.
NON-WALKABLE SURFACE
1
STATE DESIGN ENGINEERTRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
THOMAS STYRBICKI
THE ADA SPECIAL PROVISION (PROSECUTION OF WORK).
SHALL BE CAST SEPARATELY. FOLLOW SIDEWALK REINFORCEMENT DETAILS ON SHEET 6 AND
TO ENSURE INITIAL RAMPS AND INITIAL LANDINGS ARE PROPERLY CONSTRUCTED, LANDINGS
CONSTRUCTED INTEGRAL WITH CURB AND GUTTER.
MAX. 2.0% SLOPE IN ALL DIRECTIONS IN FRONT OF GRADE BREAK AND DRAIN TO FLOW LINE. SHALL BE
SET 3" FROM BACK OF CURB. IF 9" SETBACK IS EXCEEDED USE RADIAL DETECTABLE WARNINGS.
RECTANGULAR DETECTABLE WARNINGS MAY BE SETBACK UP TO 9" FROM THE BACK OF CURB WITH CORNERS
MAINTAIN 3" BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE.
THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE BACK OF CURB.
IMPAIRED.
WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY
BACK OF CURB. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP
SURFACE, AND 5' MAXIMUM WHEN ADJACENT TO NON-WALKABLE SURFACE WITH ONE CORNER SET 3" FROM
FRONT EDGE OF DETECTABLE WARNING SHALL BE SET BACK 2' MAXIMUM WHEN ADJACENT TO WALKABLE
15
15
1
RAMP
BREAK
GRADE
IN ALL DIRECTIONS
MAX. 2.0% SLOPE
0"
11
13
13
1
3'4'2'2' MIN
9'
WIDTH TO ADJACENT BACK OF CURB.
TRANSITION, PAVE CONCRETE RAMP
IN WIDTH AT TOP OF CURB
CONSTRUCTED AND IS LESS THAN 2'
IF NON-CONCRETE BLVD. IS
S
PUSH BUTTON
PEDESTRIAN
THE PUSH BUTTON (DEAD-END SIDEWALK)
WHERE THE PAR DOES NOT CONTINUE PAST
PRIMARILY USED FOR APS APPLICATIONS
PUSH BUTTON 9' FROM THE BACK OF CURB
3' DOME SETBACK, 4' LONG RAMP AND
OF TRAVEL
PEDESTRIAN PATH
FLARE
WALKABLE
0"
0"
0"
13
1
1
13
RAMP
BREAK
GRADE
IN ALL DIRECTIONS
MAX. 2.0% SLOPE
2 OF 6STANDARD PLAN 5-297.250
PEDESTRIAN CURB RAMP DETAILS
11
F
S
SEMI-DIRECTIONAL RAMP 3 4 9
COMBINED DIRECTIONAL
CURB FOR DIRECTIONAL RAMPS
STANDARD ONE-WAY DIRECTIONAL
WARNING AT BACK OF CURB
ONE-WAY DIRECTIONAL WITH DETECTABLE
DIRECTIONAL RAMP WALKABLE FLARE
SECTION D-D
6" CONCRETE WALK
VAR. RAMP2.0% MAX
1.0% MIN.
GUTTER SLOPE
2.0%-3.0%
NOTES:
WALKABLE SURFACE, DIRECTIONAL RAMP FLARES SHALL BE USED. SEE THE DETAIL ON THIS SHEET.
WHEN USING CONCRETE PAVED FLARES ON THE OUTSIDE OF DIRECTIONAL RAMPS, AND ADJACENT TO A
OF CONCRETE COVER ALONG EACH SIDE OF FLARE (INCIDENTAL).
PLACE 2 NO. 4 BARS 4 INCHES FROM SIDE OF FORMS WITH A MINIMUM 2 INCHES
IS ALLOWED.
ENCASED IN CONCRETE WHEN ADJACENT TO TURF. WHEN ADJACENT TO CONCRETE FLARES 0" - 3" OFFSET
EXCEPTION OF 3" MAXIMUM ON EACH OUTSIDE EDGE WHICH ENSURES THE DETECTABLE WARNINGS ARE
WITH THETHE ENTIRE PAR WIDTH OF SHARED-USE PATHS AND THE ENTIRE PAR WIDTH OF THE WALK
CONTINUOUSLY EXTEND FOR A MIN. OF 24" IN THE PATH OF TRAVEL. DETECTABLE WARNING TO COVER
4' MINIMUM WIDTH OF DETECTABLE WARNING IS REQUIRED FOR ALL RAMPS. DETECTABLE WARNINGS SHALL
20 FEET.
ARC LENGTH OF THE RADIAL DETECTABLE WARNINGS SHOULD NOT BE GREATER THANTHE INCOMING PAR.
WHEN DESIGNING OR ORDERING RECTANGULAR DETECTABLE WARNING SURFACES SHOULD BE 6" LESS THAN
JEFFREY PERKINS
APPROVED: 11-04-2021
OPERATIONS DIVISION
REVISION:
11-04-2021
22 105bmi.tbl7:29:47 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s250_2_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
MILL & PATCH
2" BITUMINOUS
1
2
4
9
5
PAVEMENT
EXISTING BIT.
PAVEMENT
SAWCUT BIT.
PAVEMENT
EXISTING BIT.
PAVEMENT
SAWCUT BIT.
PAVEMENT
EXISTING BIT.
9
CONCRETE PAVEMENT
SAWCUT
CONCRETE PAVEMENT
EXISTINGCONCRETE BASE
VARIABLE DEPTH
EDGE
MILL VERTICAL
2" BIT. PATCH
PATCH IS USED TO MATCH THE NEW GUTTER FACE INTO THE EXISTING ROADWAY.
ELEVATION CHANGE TAKES PLACE FROM THE EXISTING TO NEW FRONT OF GUTTER.
NO PONDING SHALL BE PRESENT IN THE PAR.
9"
THERE SHALL BE NO VERTICAL DISCONTINUITIES GREATER THAN 1/4".
45&45&
45&
4
6
BIT. PAVEMENT
REMOVE & REPLACE
t/2
t
7
8
3
24"MIN.
24"MIN.
24"MIN.
BEGIN GUTTER SLOPE TRANSITION 10' OUTSIDE OF ALL CURB RAMPS.
CENTER INTO EXISTING CONCRETE PAVEMENT 1' MINIMUM FROM ALL JOINTS.
DRILL AND GROUT NO. 4 EPOXY-COATED 18" LONG TIE BARS AT 30" CENTER TO
1
24"8-12"
INSET A
4
FLOW LINE
7"
4
EDGE OF WALK
BACK OF CURB/
2-5%
1/4"
2
FLOW LINE
2-3%
24"8-12"
4
6
1/4"
7"
FLOW LINE
24"8-12"
4
3%
1/4"
3
7"
24"
4
7"
7
4
EDGE OF WALK
BACK OF CURB/
1/4"
5% MAX.
RAMP
VAR.INSET B
8
INSET A INSET A
POSITIVE FLOW LINE DRAINAGE SHALL BE MAINTAINED THROUGH THE PEDESTRIAN ACCESS ROUTE (PAR) AT A 2% MAXIMUM.
ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE SHALL NOT BE GREATER THAN 1/4 INCH.
PERPENDICULAR TO THE GUTTER FLOW LINE. RAMP TYPES INCLUDE: FANS & DEPRESSED CORNERS.
FOR USE AT CURB RAMPS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED NON
VARIABLE WIDTH FOR DIRECTIONAL CURB APPLICATIONS. SEE SHEET 2 FOR DIRECTIONAL CURB SLOPE REQUIREMENTS.
TOP 1.5" OF THE GUTTER FACE MUST BE A FORMED EDGE. PAR GUTTER SHALL NOT BE OVERLAID.
TOP FRONT OF GUTTER SHALL BE CONSTRUCTED FLUSH WITH PROPOSED ADJACENT PAVEMENT ELEVATION.
1010
11
1/2" MAX.
1/4" MIN. TO
1/4"
1/4"
1/4"1/4"
FLOW LINE. RAMP TYPES INCLUDE: PERPENDICULAR, TIERED PERPENDICULAR, PARALLEL, AND DIAGONAL RAMPS.
FOR USE AT CURB CUTS WHERE THE PEDESTRIAN'S PATH OF TRAVEL IS ASSUMED PERPENDICULAR TO THE GUTTER
2'-10' TYPICAL
SMALL RADIUS
2'-10' TYPICAL
SMALL RADIUS
4
EDGE OF WALK
BACK OF CURB/
4
EDGE OF WALK
BACK OF CURB/
THIS RADIUS DESIGN CLOSELY FOLLOWS THE TURNING VEHICLE PATH WHILE OPTIMIZING CURB RAMP LENGTH.
HELPS PROVIDE TWO SEPARATE RAMPS, REDUCES THE DOME SETBACK LENGTH AND MINIMIZES DIRECTIONAL CURB.DIRECTION OF TRAFFIC11
(DOWNSTREAM SIDE)
1:3 MIN. TAPER
PAST OUTSIDE ZERO
HOLD TANGENT 5'
PAST OUTSIDE ZERO
HOLD TANGENT 5'SIDE STREETTO NOT AFFECT PARKING
20' MAX. RECOMMENDED
DIRECTION OF TRAFFIC
MAIN STREET20' MAX. RECOMMENDED TO NOT AFFECT PARKING(UPSTREAM SIDE)
1:5 PREFERRED TAPER
1:3 MIN. TAPER
FLOW LINE
PROJECTED
8-12"
STATE DESIGN ENGINEERTRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
THOMAS STYRBICKI
20'-40' TYPICAL
LARGE RADIUS
PUSH BUTTONS MUST MEET APS CRITERIA AS DESCRIBED IN THE PUSH BUTTON LOCATION DETAIL SHEET.
APS INTERSECTIONS WHERE SPACE IS LIMITED.
SEGMENTS WHERE ON-STREET PARKING IS AVAILABLE. CURB EXTENSIONS SHOULD BE CONSIDERED FOR
CURB EXTENSIONS SHOULD BE USED IN VERTICALLY CONSTRAINED AREAS, USUALLY IN DOWNTOWN ROADWAY
ELEVATED ROADWAY SEGMENTS.
SHOULD BE USED AT VERTICALLY CONSTRAINED AREAS WHEN AT A DRAINAGE HIGH POINT OR SUPER
3 OF 6STANDARD PLAN 5-297.250
PEDESTRIAN CURB RAMP DETAILS
NOTES:
FOR USE ON CURB RAMP RETROFITS
ONLY ALLOWED PER ENGINEER'S APPROVAL
PERPENDICULAR
4 7
NON PERPENDICULAR
PEDESTRIAN ACCESS ROUTE CURB & GUTTER DETAIL (REGARDLESS OF RAMP TYPE)
FOR CURB MACHINE PLACEMENT AROUND RADIUS
OUTFLOW GUTTER
INSET B
INSET A
4 7 4 7
PAVEMENT TREATMENT OPTIONS IN FRONT OF CURB & GUTTER
ADA CURB EXTENSION WITH COMPOUND RADIUS (BUMP OUT)(COMPOUND RADIUS)
COMBINED DIRECTIONAL
6" CONCRETE WALK
JEFFREY PERKINS
APPROVED: 11-04-2021
OPERATIONS DIVISION
REVISION:
11-04-2021
23 105bmi.tbl7:29:48 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s250_3_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
bmi.tbl7:29:48 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s250_4_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
LANDING
RAMP
LANDING
RAMP
SURFACE
NON-WALKABLE
CONCRETE
SURFACE
NON-WALKABLE
2 1
FLARE
1
1
2 FULL CURB HEIGHT.
SURFACE
WALKABLE
CONCRETE
FLARE
2
LANDING
RAMP
SURFACE
NON-WALKABLE
SURFACE
NON-WALKABLE
A
A1
1
2
2
SECTION A-A
6"4"
VAR.
2'
7"
TOP OF GUTTER
1/2" R.
8-10%8-10%
SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING.
LANDING
RAMP
SURFACE
NON-WALKABLE
SURFACE
NON-WALKABLE
2 1
CURB DESIGN V
CURB DESIGN V
2
6"
B B
CONCRETE
TURF OR
CONCRETE
TURF OR
SECTION B-B
h/2
TYPICALLY USED FOR MEDIANS AND ISLANDS.
6"
2'
3"
h
4' 8.5"
RAIL
NEAREST
PEDESTRIAN
GATE ARM
2'
WARNINGS
DETECTABLE
2'
WARNINGS
DETECTABLE
WALK/PATH WIDTH
WARNINGS ENTIRE
PLACE DETECTABLE
PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE.
WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED
BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER.
DRILL AND GROUT 2 - NO. 4 12" LONG REINFORCEMENT BARS (EPOXY COATED) WITH 3" MIN. COVER. REINFORCEMENT
CROSSING SURFACE SHALL EXTEND 2' MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED-USE PATH.
THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED-USE PATH TO PROVIDE VISUAL CONTRAST.
IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM
OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS, AND MITIGATING CONSTRUCTION IMPACTS.
CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE
SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD
GATE ARM
RAILROAD
8.75'
4.25'4.5'
FACE OF CURB
FACE OF CURB/PROJECTED
SURFACE
CROSSING
ROAD
EDGE OF
ROAD
EDGE OF
REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB.
DRILL AND GROUT 1 - NO. 4 12" LONG REINFORCEMENT BAR (EPOXY COATED) WITH 3" MIN. COVER.
SURFACE
WALKABLE
STATE DESIGN ENGINEERTRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
1 CURB TAPERCURB TAPERBACK OF CURBCURB TAPERCURB TAPER
BACK OF CURB
CURB HEIGHT
MATCH INPLACE
CURB HEIGHT
MATCH INPLACE
(MEASURED AT FRONT FACE OF CURB)
3" MINIMUM CURB HEIGHT, 4" PREFERRED
FOR A MIN. 6" LENGTH (MEASURED ALONG FLOW LINE)
1
1
1
1
THOMAS STYRBICKI
DETAIL
APPROACH NOSE
SEE PEDESTRIAN
DETAIL
APPROACH NOSE
SEE PEDESTRIAN
RETURNED CURB 4
NOSE DETAIL
PEDESTRIAN APPROACH
SIDE TREATMENT)
(FOR RETURNED CURB
FLARE
WALKABLE
FLARE
WALKABLE
3' FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2' ON FREE RIGHT ISLANDS.
4 OF 6STANDARD PLAN 5-297.250
PEDESTRIAN CURB RAMP DETAILS
0" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6.
GRADED GRADED
2
8-10%
FLARE FLARE
8-10%
2
8-10%
CONCRETE
FLARE
2
1' MINIMUM
2
FLARE
CONCRETE
8-10%
RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED.
A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT
TAPERS AT 0"-3" AT 8-10%, THEN LESS THAN 5% FROM 3" CURB TO FULL CURB HEIGHT.
SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE
(I.E. 6' LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO
SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB
PERPENDICULAR TO THE NEAREST RAIL.
RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED
NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12' MINIMUM TO 15' MAXIMUM FROM THE NEAREST
BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS.
SIDEWALK TO BE PLACED 8.75' MIN. FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE
ACCESSIBILITY STANDARDS.
CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH
TO A 3-INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT
DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS. AND UNIFORMLY RISES
EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO-INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A
ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE
RAMPS FROM THE BACK OF CURB.
CONCRETE FLARE LENGTHS ADJACENT TO NON-WALKABLE SURFACES SHOULD BE LESS THAN 8' LONG MEASURED ALONG THE
ADJACENT BOULEVARD OR SIDEWALK GRADES.
LENGTH AT LESS THAN 8% OR REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH
INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT. INCREASE CURB TAPER
.OPPOSITE THE RAIL, 2' FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE
WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES
11
3
3
4
5
5
5
5
5
6
6
6
7
7
8
8
9
8
9
10
10
11
11
12
12
13
13 13
14
14
14
15
15
16
EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE.
CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E.
16
16
TYPICAL SIDE TREATMENT OPTIONS
GRADED FLARES
ADJACENT TO WALKABLE SURFACE
PAVED FLARES
ADJACENT TO NON-WALKABLE SURFACE
PAVED FLARES
RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING
DETECTABLE EDGE WITHOUT CURB AND GUTTER
PLAN VIEW
RAILROAD CROSSING
CURB AND GUTTER
DETECTABLE EDGE WITH
NOTES:
TOP OF SIDEWALK
DESIGN V
CURB
GUTTER
CURB &
JEFFREY PERKINS
APPROVED: 11-04-2021
OPERATIONS DIVISION
REVISION:
11-04-2021
24 105
1
2
3
5
END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES.
ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK.
ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS.
6''
W
1
2
W 2
4''
4
1
3
2''
6''
6''6''
CONCRETE CURB DESIGN V
H
CURB HEIGHT
W
CURB WIDTH
1'' R.
1'' R.
1'' R.
1/2'' R.
1/2'' R.
WALK
EXISTING
1/2'' R.
1'' R.
H
HEIGHT
VARIABLE
WALK
EXISTING
1'' R.
WALK
EXISTING
6''
6''
H
HEIGHT
VARIABLE
HEIGHT H
VARIABLE
4
6 EXISTING CROSS SLOPE GREATER THAN 2.0%.
T
MUST NOT EXCEED 10 INCHES
BUTTON TO EDGE OF SIDEWALK
DISTANCE FROM APS PUSH
4
MUST NOT EXCEED 10 INCHES
BUTTON TO EDGE OF SIDEWALK
DISTANCE FROM APS PUSH
A
A
B
B
STATION POLE
4" PUSH BUTTON
WITH THE BACK OF V-CURB)
(LINE UP CENTER OF POLE
4" PEDESTAL POLE
V-CURB
6" WIDE
15"
TOP OF WALK
TOP OF WALK
5
LANDING
RAMP
RAMP
LENGTH
INSET A
1.5%
1:2 1:2
LANDING
4' MIN.
LANDING
4' MIN.
THE SURROUNDING WALK)
(MUST BE FLUSH WITH
PEDESTAL FOUNDATION
30" X 30" SQUARE
9"
ADJACENT 6" WIDE V-CURB
MATCH HEIGHT OF
18" WIDE CONCRETE TO
T
V-CURB
6" WIDE
V-CURB
6" WIDE
V-CURB
6" WIDE
SQUARE FOUNDATION.
STATION TO ALLOW A
MODIFY THE PUSH BUTTON
MIN. 12" THICK CONCRETE.
18" WIDE BY 18" LONG,
V-CURB
6" WIDE
6
SIDEWALK
EXISTING
S
T
CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED.
THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE
AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%.
5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN
T
2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS.
LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX
LEGEND
(SADDLE ADAPTORS)
MOUNTING SPACERS
APS PUSH BUTTON
(SADDLE ADAPTORS)
MOUNTING SPACERS
APS PUSH BUTTON
PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION.
RAMP TO THE EXISTING WALK CROSS-SLOPE. RATE OF TRANSITION SHOULD BE 0.5%
TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE CROSS-SLOPE OF A
STATE DESIGN ENGINEERTRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
THOMAS STYRBICKI
(VAR.)
4.5%
(VAR.)
6.0'
V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS.
TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED.
WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT
OF SIDEWALK ELEVATIONS.
V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP
RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH.
PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE
THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS 1' LINEAR FOOT OF SIDEWALK
ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION).
TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING
PUSH BUTTON TRAVERSES THE FLARE.
ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A
A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS
5 OF 6STANDARD PLAN 5-297.250
PEDESTRIAN CURB RAMP DETAILS
1:3
NOTES:
V CURB ADJACENT TO LANDSCAPE
V CURB ADJACENT TO LANDSCAPE
CURB OUTSIDE SIDEWALK LIMITS
CURB WITHIN SIDEWALK LIMITS
V CURB INTERSECTION
OR BARRIER
V CURB ADJACENT TO BUILDING
PUSH BUTTON STATION (V-CURB)SIGNAL PEDESTAL & PUSH BUTTON (V-CURB)
PLAN VIEW
PLAN VIEW
SECTION A-ASECTION B-B
TRANSITION PANEL
INSET A
BUILDING
EXISTING
MNDOT SPEC 3722.
LEAVE A MINIMUM •" TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER
CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A-E EXPANSION.
JEFFREY PERKINS
APPROVED: 11-04-2021
OPERATIONS DIVISION
REVISION:
11-04-2021
25 105bmi.tbl7:29:49 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s250_5_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
3
4
1
2
5
LANDING
LANDING
12"
12"
3"
LANDING
MAX.
36"
MAX.
36"
3"
12"
LANDING
36" MAX.
36" MAX.
36" MAX.
36" MAX.
12"
12"
3"
3"
12"
12"
36" MAX.
AND GUTTER
EXISTING CURB
CURB AND GUTTER
PROPOSED PAR
3" MIN.
SAWCUT
3" MIN.
SAWCUT
5
4
LANDING LANDING
4
1
2
2
3
5
5
BOULEVARD
NON-CONCRETE
BOULEVARD
CONCRETE
BOULEVARD
CONCRETE
2
5
STATE DESIGN ENGINEERTRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
FOLLOW SIDEWALK REINFORCEMENT DETAILS ON THIS SHEET FOR ALL SEPARATELY POURED INITIAL LANDINGS.
(RUNNING SLOPE GREATER THAN 2%) SHALL BE FORMED AND PLACED SEPARATELY IN AN INDEPENDENT CONCRETE POUR.
TO ENSURE RAMPS AND LANDINGS ARE PROPERLY CONSTRUCTED, ALL INITIAL LANDINGS AT A TOP OF A RAMPED SURFACE
BOULEVARD
NON-CONCRETE
THOMAS STYRBICKI
6 OF 6STANDARD PLAN 5-297.250
PEDESTRIAN CURB RAMP DETAILS
FOR CONCRETE ROADWAYS
EXPANSION MATERIAL PLACEMENT
6
PLACEMENT ON BITUMINOUS ROADWAYS
CURB LINE REINFORCEMENT
FLARES.
RAMP AND DRIVEWAY
AT TOP OF CURB
END SILL CURB
CURB RAMP REINFORCEMENT DETAILS
6
6
6
6
REINFORCEMENT REQUIRED FOR ALL CONSTRUCTION JOINTS. BARS TO BE PAID BY EACH.
DRILL AND GROUT 2 - NO. 4 X 12'' LONG (6" EMBEDDED) REINFORCEMENT BARS (EPOXY COATED).
THIS CURB LINE REINFORCEMENT DETAIL SHALL BE USED ON BITUMINOUS ROADWAYS. FOR CONCRETE ROADWAYS, SEE NOTE 6.
OF ADJACENT CONCRETE.
CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT
4) UP TO 2% CHANGE IN FLOW LINE FROM EXISTING SLOPE BEYOND THE PEDESTRIAN CURB RAMP
3) "TABLE" FLOW LINE UP TO 4% CHANGE FROM EXISTING SLOPE IN FRONT OF PEDESTRIAN RAMP
2) 5.0% MAX. CROSS-SLOPE OF THE ROAD
1) 1.0% MIN. CROSS-SLOPE OF THE ROAD
THE FOLLOWING CRITERIA;
INTO THE THROUGH LANE. TABLE THE FLOW LINE TO 2% OR AS MUCH AS POSSIBLE WHILE ADHERING TO WARPING OF THE BITUMINOUS PAVEMENT CAN NOT EXTEND
MILL & OVERLAY PROJECTS: "TABLING" OF FLOW LINES, IN FRONT OF THE PEDESTRIAN RAMP, IS REQUIRED WHEN THE EXISTING FLOW LINE IS GREATER THAN 2%.
RECONSTRUCTION PROJECTS: ON FULL PAVEMENT REPLACEMENT PROJECTS "TABLING" OF ENTIRE CROSSWALK SHALL OCCUR WHEN FEASIBLE.
AND THE PROJECT SCOPE ALLOWS.
"TABLING" OF CROSSWALKS MEANS MAINTAINING LESS THAN 2% CROSS SLOPE WITHIN A CROSSWALK, IS REQUIRED WHEN A ROADWAY IS IN A STOP OR YIELD CONDITION
4) LONGITUDINAL THROUGH LANE ROADWAY TAPERS SHOULD BE 1" VERTICAL PER 15' HORIZONTAL
3) 5.0% RECOMMENDED MAX. FLOW LINE
2) 1.0% MIN. FLOW LINE (ON EITHER SIDE OF PEDESTRIAN RAMP) TO MAINTAIN POSITIVE DRAINAGE
1) 1.0% MIN. AND 5.0% MAXIMUM CROSS-SLOPE OF THE ROAD
WHILE ADHERING TO THE FOLLOWING CRITERIA;
RAISING OF CURB LINES SHOULD OCCUR IN VERTICALLY CONSTRAINED AREAS. RAISE THE CURB LINES ENOUGH TO ALLOW COMPLIANT RAMPS OR AS MUCH AS POSSIBLE
ROADWAYS AND FULL-DEPTH APRON REPLACEMENT ON CONCRETE ROADWAYS.
STAND-ALONE ADA RETROFITS: FOLLOW MILL & OVERLAY CRITERIA ABOVE HOWEVER ALL PAVEMENT WARPING IS DONE WITH BITUMINOUS PATCHING ON BITUMINOUS
AND GUTTER
PROPOSED PAR CURB
2
6"
A
A
SECTION VIEW A-A
12" SPACING FROM CONSTRUCTION JOINTS. BARS TO BE ADJUSTED TO MATCH RAMP GRADE. BARS TO BE PAID BY EACH.
DRILL AND GROUT NO. 4 12" LONG REINFORCEMENT BARS (EPOXY COATED) AT 36" MAXIMUM CENTER TO CENTER MINIMUM
ADJACENT CONCRETE.
USE AN APPROVED TYPE F (1/4 INCH THICK) SEPARATION MATERIAL. SEPARATION MATERIAL SHALL MATCH FULL HEIGHT DIMENSION OF
AGGREGATE BASE
4" MINIMUM
THROUGH CURB RAMP FLARES
THICKENED SECTION
6" CONCRETE WALK
WITHIN INTERSECTION CORNER
TYPICAL SIDEWALK SECTION
GENERAL NOTES:
NOTES:
POUR REINFORCEMENT
SEPARATE LANDING
5.0% MAX.
1.0% MIN.
5.0% MAX.
1.0% MIN.
CURB LINE AND ROAD CROSSING ADJUSTMENTS
REINFORCEMENT
CURB AND GUTTER
T/2
AREA
TABLING
TYPICAL
EDGE OF THROUGH LANE
EDGE OF THROUGH LANE
AREA
TABLING
ALLOWABLE
<
2'
2'THROUGH LANEEDGE OF 5.0% MAX.
1.0% MIN.
5.0% MAX.
1.0% MIN.
PEDESTRIAN RAMP PEDESTRIAN RAMP
FLOW LINE PROFILE RAISE - TWIN PERPENDICULARS
PEDESTRIAN RAMP PEDESTRIAN RAMP
FLOW LINE PROFILE "TABLE" - TWIN PERPENDICULARS
PEDESTRIAN RAMP
FLOW LINE PROFILE "TABLE" - FAN
CHANGE
UP TO 2.0%
CHANGE
UP TO 2.0%
CHANGE
UP TO 2.0%
CHANGE
UP TO 2.0%
CHANGE
UP TO 2.0%
TO 4% CHANGE
2.0% MAX. OR UP
PEDESTRIAN RAMP
FLOW LINE PROFILE RAISE - FAN
TO 4% CHANGE
2.0% MAX. OR UP
TO 4% CHANGE
2.0% MAX. OR UP
1.5% PREFERRED
1.0% MIN.
1.5% PREFERRED
1.0% MIN.
1.5% PREFERRED
1.0% MIN.
5.0% MAX.
1.0% MIN.
5.0% MAX.
1.0% MIN.
5.0% MAX.
1.0% MIN.
5.0% MAX.
1.0% MIN.
5.0% MAX.
1.0% MIN.
6"
6" WALK
6"
3"1V:2H2" MIN.
JEFFREY PERKINS
APPROVED: 11-04-2021
OPERATIONS DIVISION
REVISION:
11-04-2021
26 105bmi.tbl7:29:50 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s250_6_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
BITUMINOUS SHOULDER
3'' MIN. TOPSOIL
TOPSOIL
2ND STAGE CONSTRUCTION
1ST STAGE CONSTRUCTION
SEE TYPICAL SECTIONSVARIES
1'' (WHEN SOD IS PLACED)
SOD OR SEED & MULCH
GROUND LINE
< ROADWAY
DESIRABLE
R/W LINE
20'< ROADWAY
VAR.VAR.
1
:6
ROUNDING SHOULDERS AND BACKSLOPES
LIMITS
CONSTRUCTION
ROADWAY SHOULDER CURB
6' 0'' MIN.
WITH TOP OF CURB
TOP OF SOD EVEN
BELOW TOP OF CURB
TOP OF TOPSOIL 1 INCH
SHAPING ADJACENT TO CURBS WHEN SOD IS PLACED
< DITCH
8' 0'' DESIRABLE
1/2
''/FT.
SLOPE
SODDED DITCH CROSS SECTIONMIN. DEPTH1' 0''18' 0'' MIN.
STAGGER JOINTS
FLOW
FLOW
CRITICAL FLOW
DITCH PROFILE
SODDED DITCH DETAILS
TOPSOIL
3'' MIN. INTO
EXTEND SOD
P.I.P.I.
P.I.
STAGGER JOINTSFLUMEAPRONFLOW30°1' 0''P.I.
P.I.
VARIABLE WIDTH 12' - 20'
PLAN VIEW
SECTION A-A
1' 0''1' 0''
P.I.BACK SLOPE
NORMAL
BOTTOM
NORMAL DITCH
A A
B
B
SODDED FLUME DETAILS
SECTION B-B
10'FLOW
VARIABLE
APRON
FLUME
TOPSOIL
3'' MIN. INTO
EXTEND SOD
1' FINISHED DEPRESSED SODDED FLUME
BACKSLOPE
TOE OF
18' 0'' MIN. SOD WIDTH
THEORETICAL DITCH GRADE
SHAPING FOR DRAINAGE ALONG THE TOE OF FILL SLOPES
FIRST NOTCH DITCH AND THEN PROVIDE ROUNDING.
WHERE FRONT OR BACK SLOPE IS FLAT (LESS THAN 1/2''/FT.) ,
1
SHAPING AND TOPSOILING INSLOPES
CONTOURING ROAD CUTS
TRANSITION
ROUND OUT CUT 1' 0''1' 0''12' 0''12' INTERVALS12' INTERVALS< OF DITCH
1' 0''8' 0''12' 0''1' 0''12' INTERVALS10' 0''VARIABLEBACKSLOPE
TOP OF
1' 0''1' 0''
EXTEND SOD AT 12' INTERVALS
< OF DITCH
< APPROX. 8'
EXTEND SOD PAST
EXTEND SOD AT 12' INTERVALS APPROX.CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER.
SEE SPEC. 2575.3 FOR ADDITIONAL INFORMATION.
1' 0''1' 0''
PLAN VIEW 1TOP OF BACKSLOPE
BACKSLOPE
NORMAL
SODDED DITCH GRADE
FINISHED DEPRESSED
NOTES:
5'5'
5'5'
5'5' AGGREGATE
SHOULDER BASE
CHIEF ENVIRONMENTAL OFFICER
REVISION:
APPROVED: 2-28-2017
STATE DESIGN ENGINEER
1 OF 3STANDARD PLAN 5-297.404
TRANSPORTATION
OF
DEPARTMENT
PERMANENT EROSION CONTROL
ALONG ROADWAYS, DITCHES AND FLUMES
APPROVED:
REVISED:
2-28-2017
27 105bmi.tbl7:29:51 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s404_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
CULVERT OUTLET APRON
CULVERT INLET APRON
ROAD SURFACE
D
D
BA
C
C
TYP.BACC
ROAD SURFACE
SODDING DETAIL
6'' `
''A''''B''''C''''D''
''A''''B''''C''''D''
DIAMETER
CULVERT
ADDITIONAL QUANTITIES MAY BE SHOWN IN THE PLAN OR REQUIRED BY THE ENGINEER.1
NOTES:
72''
66''
60''
54''
48''
42''
36''
30''
27''
24''
21''
18''
15''
DIAMETER
CULVERT
72''
66''
60''
54''
48''
42''
36''
30''
27''
24''
21''
18''
15''
4.5'
4.5'
4.5'
4.5'
4.5'
4.5'
4.5'
3'
3'
3'
3'
3'
3'
10.5'
9'
9'
9'
7.5'
6'
4.5'
4.5'
4.5'
3'
3'
3'
1.5'
4.5'
4.5'
4.5'
4.5'
4.5'
4.5'
4.5'
3'
3'
3'
3'
3'
3'
41'
39'
39'
37'
34'
30'
27'
22'
20'
18'
17'
16'
13'
78
69
69
65
54
43
34
23
N/A
16
14
13
9
72
63
59
58
50
40
34
22
20
15
14
12
9
99
N/A
91
81
66
51
39
25
N/A
16
14
12
8
122
N/A
115
102
82
64
48
30
N/A
19
16
14
8
N/A
N/A
N/A
N/A
N/A
N/A
51
32
N/A
21
18
16
N/A
N/A
N/A
N/A
N/A
N/A
N/A
37
N/A
N/A
17
14
N/A
N/A
1.5'
1.5'
1.5'
1.5'
1.5'
1.5'
1.5'
1.5'
1.5'
1.5'
1.5'
1.5'
1.5'
6'
6'
6'
4.5'
4.5'
4.5'
4.5'
3'
3'
3'
3'
3'
3'
34'
33'
33'
29'
27'
25'
23'
18'
17'
16'
15'
14'
13'
16.5'
16.5'
16.5'
15'
13.5'
12'
10.5'
9'
7.5'
7.5'
6'
6'
4.5'
77
75
74
57
50
43
36
23
N/A
18
16
13
10
70
67
63
50
46
40
35
23
19
18
14
13
10
92
N/A
90
67
57
47
38
24
N/A
18
16
12
9
114
N/A
113
84
70
58
47
28
N/A
21
18
14
10
N/A
N/A
N/A
N/A
N/A
N/A
48
29
N/A
22
19
15
N/A
N/A
N/A
N/A
N/A
N/A
N/A
37
N/A
N/A
18
15
N/A
N/A
( SPEC. 3878 )
S0D, TYPE EROSION
1
1 BLANKET
PRIOR TO PLACING
AS SHOWN IN PLAN,
(SPEC. 3876), OR
SEED WITH 25-141
EDGE OF BLANKET
TRENCH IN LEADING
2
2
2
PLATE 3122)
(PLATE 3123,
METAL APRON
ARCH PIPE
CIRCULAR AND
PLATE 3110)
(PLATE 3100,
APRON
CONCRETE
ARCH PIPE
CIRCULAR AND
(PLATE 3148)
1:4 SLOPE
APRON
METAL SAFETY
ARCH PIPE
CIRCULAR AND
(PLATE 3148)
1:6 SLOPE
APRON
METAL SAFETY
ARCH PIPE
CIRCULAR AND
(PLATE 3128)
1:4 SLOPE
SAFETY APRON
METAL PIPE
CORRUGATED
CIRCULAR
PLATE 3122)
(PLATE 3123,
METAL APRON
ARCH PIPE
CIRCULAR AND
PLATE 3110)
(PLATE 3100,
APRON
CONCRETE
ARCH PIPE
CIRCULAR AND
(PLATE 3148)
1:4 SLOPE
APRON
METAL SAFETY
ARCH PIPE
CIRCULAR AND
(PLATE 3148)
1:6 SLOPE
APRON
METAL SAFETY
ARCH PIPE
CIRCULAR AND
(PLATE 3128)
1:4 SLOPE
SAFETY APRON
METAL PIPE
CORRUGATED
CIRCULAR
6"
6"
6"
6"
SOD
BLANKET
3"
WITH SOIL
FILL TRENCH
TAMP AND
(PLATE 3128)
1:6 SLOPE
SAFETY APRON
METAL PIPE
CORRUGATED
CIRCULAR
(PLATE 3128)
1:6 SLOPE
SAFETY APRON
METAL PIPE
CORRUGATED
CIRCULAR
WITH SOIL
FILL TRENCH
TAMP AND
STATE DESIGN ENGINEER
2 OF 3STANDARD PLAN 5-297.404
TRANSPORTATION
OF
DEPARTMENT
PERMANENT EROSION CONTROL
TURF ESTABLISHMENT DETAIL AT CULVERT ENDS
APPROVED:
REVISED:
INTERVALS
MAXIMUM 1' 6"
STAPLED AT
(SPEC. 3885),
SHOWN IN PLAN
25 OR AS
REPP CATEGORY
ROLLED EROSION PREVENTION PRODUCT (BLANKET) & SEED DETAIL
SOD OR REPP (SQ. YDS.)
SOD OR REPP (SQ. YDS.)
3" AT THE TOP
TRENCH IN SOD
AN 18" ROLL
ROLLS BY 3" FOR
OVERLAP SOD
REQUIRED.
PER SQUARE YARD ARE
THE ROLL. THREE STAPLES
ALONG THE LENGTH OF
THE ROLL AT 2' INTERVALS
ON THE UPHILL SIDE OF
SOD SHALL BE STAPLED
BE USED FOR FLOW VELOCITIES GREATER THAN 6 FPS.
CARE SHOULD BE TAKEN IN SELECTING SOD TO STABILIZE THE APRON. RIP-RAP SHOULD
NO STEEPER THAN 1:2, UNLESS INDICATED AS FOR SAFETY APRONS.
AREAS AND DIMENSIONS ARE APPROXIMATE AND ARE BASED ON APRON SIDE SLOPES OF
COLUMN (PLATE 3123).
FOR CORRUGATED POLYETHYLENE PIPE METAL APRON (PLATE 3129), USE THE METAL APRON
FOR PIPE ARCHES USE EQUIVALENT PIPE DIAMETER TO APPROXIMATE AREA.
ALL 18'' WIDE ROLLS. THIS ALLOWS FOR SHRINKAGE OF THE SOD.
QUANTITIES ARE CALCULATED TO INCLUDE SOD REQUIRED TO PROVIDE A 3'' OVERLAP ON
AREA SHOWN IN SQUARE YARDS IS FOR ONE CULVERT END.
REPP = ROLLED EROSION PREVENTION PRODUCT.
DIAMETERS LARGER THAN 72" REQUIRE SPECIAL DESIGNS.
FOR ARCH PIPE USE CLOSEST CIRCULAR PIPE DIAMETER AND APRON SLOPE.
CHIEF ENVIRONMENTAL OFFICER
REVISION:
APPROVED: JANUARY 8, 2020
MARNI KARNOWSKI
THOMAS STYRBICKI
1-8-2020
28 105bmi.tbl7:29:51 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s404_2_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
CURB
SIDEWALK
SHOULDER
1.5'
1.0'
CHECK SLOT ALTERNATIVE
CHECK SLOT WHERE BLANKET CONTINUES
CHECK SLOT AT BEGINNING OF BLANKET
1.5'
3'
3'
6'
2'
20"
4'
SLOPES FLATTER THAN 1:2 SLOPES 1:2 TO 1:1 CHANNEL AND DITCH APPLICATIONS
1.5'
3'
2'
4'
6"6"L
1' TO 3'
BLANKET OVERLAP
GENERAL BLANKET INSTALLATION REQUIREMENTS
CHECK SLOT REQUIREMENTS
INSERT BLANKET INTO ENTIRE TRENCH PERIMETER.
6"
6"
L
6"
1' TO 3'
WATER FLOW
CHECK SLOT DETAILS
SHOULDER
BLANKET STAPLE PATTERN
GREATER THAN 2%
DITCH GRADES
12" AT SEAMS FOR
4
2
3
CHECK
BLANKET
1
4"
4"
6"
THE BOTTOM OF THE TRENCH.
PLACE SINGLE ROW STAPLES AT 3' SPACING ALONG
PLACE SINGLE ROW STAPLES AT 12" SPACING
PLACE SINGLE ROW STAPLES AT 12" SPACING
FLOW
SLOPE
4"
4"
5
6
CHECK
STAPLE
FLOW
DITCH BLANKET STAPLE DETAIL
6"
6"
IN LIEU OF TRENCH
REINFORCED MATRIX
FIBER MATRIX OR
HYDRAULIC BONDED
6"
4"
DITCH BLANKET CRITICAL POINTS
OVERLAPS AND SEAMS
7
LAY PARALLEL OR PERPENDICULAR TO THE DIRECTION OF WATER FLOW.
BACKFILL TRENCH WITH SOIL AND TAMP.
OVERLAP/WRAP
2'
FLOW
STATE DESIGN ENGINEER
3 OF 3STANDARD PLAN 5-297.404
TRANSPORTATION
OF
DEPARTMENT
PERMANENT EROSION CONTROL
APPROVED:
REVISED:REPP (BLANKET) STAPLE PATTERN FOR SLOPES
PREPARE SOIL AS PER SPECIFICATION 2574.
REPP = ROLLED EROSION PREVENTION PRODUCT.
OVERLAP ADJACENT STRIP EDGES A MINIMUM OF 4".
DIG 6" BY 6" TRENCH.
OVERLAP.
PLACE SINGLE ROW STAPLES AT 3' SPACING ON
OVER TOP END OF LOWER BLANKET. STAPLE ALONG OVERLAP EVERY 1.5'.
OVERLAP BLANKET 6" (MINIMUM) AT EACH END. OVERLAP BOTTOM END OF UPPER BLANKET
THE BOTTOM OF THE SLOPE.
FROM 3
1IF SLOPE LENGTH (L) IS 100' OR GREATER, INSERT BLANKET INTO A CHECK SLOT
THE UPPERMOST BLANKET OF ALL SLOPE APPLICATIONS MUST START IN A CHECK SLOT.
NOTES:
7
6
5
4
3
2
1
PATTERNS.
CRITICAL POINTS SHALL BE SECURED WITH PROPER STAPLE
5%-7% 25' INTERVALS
3%-5% 50' INTERVALS
2.5%-3% 100' INTERVALS
USE BLANKET CHECKS FOR THE FOLLOWING SLOPES:
STAGGERED 4" APART AND AT 4" SPACING.
GRADE AT 100' INTERVALS. PLACE DOUBLE ROW OF STAPLES
USE STAPLE CHECK FOR CHANNEL SLOPES LESS THAN 2.5%.
PLACE SINGLE ROW OF STAPLES AT 12" SPACING.
SPACING. BACKFILL TRENCH WITH SOIL AND TAMP.
ROW OF STAPLES ON TOP AND TRENCH SIDES AT 12"
USE 6" X 6" TRENCH TO PLACE BLANKET. PLACE SINGLE
AND 4" ON CENTER.
PLACE DOUBLE ROW OF STAPLES STAGGERED 4" APART
USE CHECK SLOT DETAIL (NO ALTERNATES).
120 STAPLES PER 100 SQ YD 170 STAPLES PER 100 SQ YD 350 STAPLES PER 100 SQ YD
TOE OF SLOPE
SHOULD BE 0.33*L FROM
THAN 100', CHECK SLOT
WHEN L IS GREATER
SLOPE INTERSECTION
CHANNEL BOTTOM/SIDE
CHIEF ENVIRONMENTAL OFFICER
REVISION:
APPROVED: JANUARY 8, 2020
MARNI KARNOWSKI
1-8-2020
THOMAS STYRBICKI 29 105bmi.tbl7:29:52 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s404_3_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
SEDIMENT CONTROL LOG
2
COARSE FILTER AGGREGATE
DITCH PROFILE
1:2 SLOPE (TYP)
CLASS I RIPRAP
OF FILTER BERM
ALONG BOTTOM
TYPE IV GEOTEXTILE
SEDIMENT CONTROL LOG
1
1
2
3
4
SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL.
PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON
3
4
FILTER BERMS
SEDIMENT CONTROL LOGS
BALE BARRIERS
WATER
STANDING
WATER
STANDING
MULCH), OR TYPE 4 (TOPSOIL)
TYPE 1 (COMPOST), TYPE 2 (SLASH
TYPES: WOOD CHIP, COMPOST, OR ROCK
TYPES: STRAW, WOOD FIBER, OR COIR
TYPE 3 (ROCK WEEPER)TYPE 5 (ROCK)
OF FILTER BERM
ALONG BOTTOM
TYPE IV GEOTEXTILE
REPP (BLANKET) METHOD (ALTERNATE)
BALE. PLACE STAKE THROUGH BALE AND BLANKET.
INSTEAD OF TRENCHING, PLACE BALE ON THE REPP (BLANKET) AND WRAP BLANKET AROUND THE
NOTES:
REPP = ROLLED EROSION PREVENTION PRODUCT.
APPLICATIONS.
SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1' FOR DITCH CHECKS OR 2' FOR OTHER
LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES.
MAXIMUM DEPTH). BALES SHALL CONSIST OF TYPE 1 MULCH OF APPROXIMATELY 14" X 18" X 36"
TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6"
MIN.
2'
4' MIN.
2'
5'
2'
8'
4"
TOP OF THE STAKE POINTING UPSTREAM.
AT AN ANGLE OF 45 DEGREES WITH THE
BACK HALF OF THE SEDIMENT CONTROL LOG
STAKES SHALL BE DRIVEN THROUGH THE
1" X 2" X 24" LONG WOODEN STAKES.
STAKE POINTING UPSTREAM.
OF 45 DEGREES WITH THE TOP OF THE
THE SEDIMENT CONTROL LOG AT AN ANGLE
NEEDED. STAKES SHALL BE DRIVEN OVER
1" X 2" X 24" LONG WOODEN STAKES AS
45°
FLOW FLOW
45°
FLOW
WATER PROFILE
DITCH
PROFILE
DITCH
FLOW FLOW
EMBEDMENT METHOD
SEDIMENT CONTROL LOG
TRENCH ON UPGRADIENT SIDE OF
BACKFILL AND COMPACT SOIL FROM
(1" TO 2" DEPTH)
LOG IN SHALLOW TRENCH
PLACE SEDIMENT CONTROL
8"-10" EMBEDMENT DEPTH
8"-10" EMBEDMENT DEPTH
CLASS II RIPRAP
MULCH, OR TOPSOIL
COMPOST, SLASH
GROUND.
EMBEDDED 10" MINIMUM IN THE
REINFORCING BARS IN EACH BALE
TWO 2" X 2" WOOD STAKES OR
EMBED BALES 4" INTO GROUND
6" STAPLES AT 1' O.C.
SEE SPECS. 2573, 3149, 3874, 3882, 3885, 3886, AND 3897.
6' WIDE MINIMUM
REPP CATEGORY 25
CHIEF ENVIRONMENTAL OFFICER
REVISION:
APPROVED: JANUARY 8, 2020
MARNI KARNOWSKI
THOMAS STYRBICKI
STATE DESIGN ENGINEER
2 OF 8STANDARD PLAN 5-297.405
TRANSPORTATION
OF
DEPARTMENT
TEMPORARY SEDIMENT CONTROL
FILTER BERMS, SEDIMENT CONTROL LOGS, AND BALE BARRIERS
APPROVED:
REVISED:
1-8-2020
30 105bmi.tbl7:29:53 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s405_2_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
2
SEDIMENT CONTROL LOG TYPE WOOD FIBER, OR TYPE COMPOST
ALONG BOTTOM OF RIPRAP
GEOTEXTILE FABRIC TYPE IV (SPEC. 3733)
SEDIMENT CONTROL LOG TYPE WOOD FIBER
(SHOWN)
FILTER BERM TYPE 3 OR 5
1 FLOW
"B"
POINT
DITCH CHECK HEIGHT (FT.)
% CHANNEL SLOPE
X 100FLOW
STAKE
6"
"A"
POINT
1
1
"A"
POINT
"B"
POINT
"B"
POINT
1POINT "A"
1POINT "A"
2
SEE SPECS. 2573, 3601, 3733, 3885, 3886 & 3889.
DITCH CHECK SPACING
APPROXIMATE SPACING OF DITCH CHECKS (FT.) = Y =
FLOW
Y
BY FORMULA (SEE NOTES)
SPACING (Y) DETERMINED
EROSION CONTROL BLANKET
4" X 4" TRENCH BACKFILLED OVER
APPROXIMATE SPACING BETWEEN EACH DITCH CHECK SHOULD BE DETERMINED FROM THE FOLLOWING SPACING FORMULA:
FLOW
THE ENDS FACING UPSTREAM.
FOR DITCH CHECKS, PLACE SEDIMENT CONTROL LOG PERPENDICULAR TO FLOW AND IN A CRESCENT SHAPE WITH
3
4
5
DITCH GRADE 1.5% - 3%, MAX. FLOW VELOCITY 4.5 FT./SEC.
DITCH GRADE 1.5% - 3%, MAX. FLOW VELOCITY 1.5 FT./SEC.
3
4
5
STATE DESIGN ENGINEER
3 OF 8STANDARD PLAN 5-297.405
TRANSPORTATION
OF
DEPARTMENT
TEMPORARY SEDIMENT CONTROL
DITCH CHECK
APPROVED:
REVISED:
REPP CATEGORY 25 (BLANKET)
NATURAL SOIL.
BACKFILL WITH TAMPED
BLANKET ANCHOR TRENCH.
8' MINIMUM WIDTH
REPP CATEGORY 25
SEDIMENT CONTROL LOG TYPE REPP (BLANKET) SYSTEM
NOTES:
REPP = ROLLED EROSION PREVENTION PRODUCT.
DITCH GRADE 3% - 5%, MAX. FLOW VELOCITY 12 FT./SEC.
FOR ALL FILTER BERM TYPES
FOR USE ON ROUGH GRADED AREAS
DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM.
OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45
SPACING. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF
1" X 2" X 24" LONG WOODEN STAKES AT 12" MAXIMUM
CHECK TO PROVIDE FOR POOLING
ELEVATION AS THE TOP OF THE LOWER
BOTTOM OF UPPER CHECK SHOULD BE SAME
SPACED 12" ON CENTER
8", 11 GA. STAPLES
(TYPICAL)
SHALL BE STAPLED APPROXIMATELY 6" FROM EDGE.
SPACING BETWEEN ROWS. LEADING AND TRAILING EDGE
MAXIMUM SPACING WITHIN ROWS AND 24" MAXIMUM
STAPLE BLANKET IN ROWS WITH 6" STAPLES AT 18"
4" MINIMUM
4" MINIMUM
24"
ONLY FOR USE OUTSIDE CLEAR ZONE
FOR USE ON ROUGH-GRADED AREAS
FILTER BERMS TYPE 3 (ROCK WEEPER) OR FILTER TYPE 5 (ROCK)
ROCK DITCH CHECKS
DEPARTURE SLOPE SHALL BE PROVIDED.
ROCK DITCH CHECKS PLACED WITHIN THE CLEAR ZONE ARE TO BE 18" OR LESS IN HEIGHT. A 1:6 APPROACH AND
AND NOT AROUND THE ENDS.
POINT "A" MUST BE A MINIMUM OF 6" HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE
THOMAS STYRBICKI
1-8-2020
CHIEF ENVIRONMENTAL OFFICER
REVISION:
APPROVED: JANUARY 8, 2020
MARNI KARNOWSKI
31 105bmi.tbl7:29:54 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s405_3_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
SEE SPECS. 2573 & 3882.MIN. LENGTH = 2
4
2
3
4
3
SURFACE FLOW
TRAP
SEDIMENT
MIN. LENGTH = 2
3
SURFACE FLOW
TRAP
SEDIMENT 4
MIN.
10 FT
MIN.
10 FT 65
6
7
7 7
SHEET PAD
PAD CONSTRUCTION EXIT
SLASH MULCH, CRUSHED ROCK, OR SHEET
RUMBLE PAD
CONSTRUCTION EXIT
RUMBLE PAD
1
551SPECIFICATION.
OTHER PER
SHEET PAD, OR
CRUSHED ROCK,
SLASH MULCH,
AT 1:1
TAPER EDGES
AT 1:1
TAPER EDGES
GEOTEXTILE FABRIC
GROUND
INPLACE
6" MIN.
COMPACTED SOIL
CROSS SLOPE 3% OR FLATTER
GEOTEXTILE FABRIC
CORRUGATED STEEL PANELS
SLASH MULCH
TO 2'' CRUSHED ROCK OR
6'' MIN. DEPTH OF 1''
REQUIRED
RADIUS AS
PUBLIC ROAD
AS REQUIRED
ENTRANCE WIDTH
REQUIRED
RADIUS AS
PUBLIC ROAD
AS REQUIRED
ENTRANCE WIDTH
TRAFFIC FLOW
FORM POCKETS)
(TWO LAYERS SEWN TOGETHER TO
HIGH STRENGTH GEOTEXTILE FABRIC
CRUSHED ROCK OR SLASH MULCH
6'' MIN. DEPTH OF 1'' TO 2''
RUMBLE PAD
SLASH MULCH OR CRUSHED ROCK
NOTES:
CHIEF ENVIRONMENTAL OFFICER
REVISION:
APPROVED: 2-28-2017
STATE DESIGN ENGINEER
5 OF 8STANDARD PLAN 5-297.405
TRANSPORTATION
OF
DEPARTMENT
TEMPORARY SEDIMENT CONTROL
STABILIZED CONSTRUCTION EXIT
APPROVED:
REVISED:
2-28-2017
REINFORCED RIBS
MIN. 2" DIA. HIGH TENSIL
SPECIFICATION.
OTHER PER
SHEET PAD, OR
CRUSHED ROCK,
SLASH MULCH,
OPERATIONS.
SHALL BE CALCULATED USING THE LARGEST TIRE WHICH WILL BE USED IN TYPICAL
ALLOW A MINIMUM OF 5 TIRE ROTATIONS ON THE PROVIDED PAD. MINIMUM LENGTH
MINIMUM LENGTH SHALL BE THE GREATER OF 50 FEET OR A LENGTH SUFFICIENT TO
TRACKING OFF OF PAD WHEN LEAVING SITE.
PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES FROM
INSUFFICIENT, PROVIDE OTHER MEANS OF INTERCEPTING RUNOFF.
CROWNING THE EXIT OR SLOPING TO ONE SIDE. IF SURFACE GRADING IS
RUNOFF FROM DRAINING DIRECTLY TO PUBLIC ROAD OVER CONSTRUCTION EXIT BY
IF RUNOFF FROM DISTURBED AREAS FLOWS TOWARD CONSTRUCTION EXITS, PREVENT
SEDIMENT TRAP WITH STABILIZED OVERFLOW.
IF RUNOFF FROM CONSTRUCTION EXITS WILL DRAIN OFF OF PROJECT SITE, PROVIDE
DRAIN THE WASH WATER TO A SEDIMENT TRAP.
IF A TIRE WASH OFF IS REQUIRED THE CONSTRUCTION EXITS SHALL BE GRADED TO
REMOVE CONSTRUCTION SEDIMENT FROM VEHICLE TIRES.
ADDITIONAL VIBRATION. WASH-OFF LENGTH SHALL BE AS REQUIRED TO EFFECTIVELY
RUMBLE PAD SHALL BE LENGTHENED OR THE DESIGN MODIFIED TO PROVIDE
SEDIMENT FROM TIRES. IF SIGNIFICANT SEDIMENT IS TRACKED FROM THE SITE, THE
MINIMUM LENGTH OF RUMBLE PAD SHALL BE 20 FEET, OR AS REQUIRED TO REMOVE
EFFECTIVENESS.
MULCH OR CRUSHED ROCK) OVER SEDIMENT FILLED MATERIAL TO RESTORE
SEDIMENT AND CLEANING THE MATERIALS OR PLACING ADDITIONAL MATERIAL (SLASH
SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCE SHALL CONSIST OF REMOVING
MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR WHEN THE EFFECTIVENESS OF
31A 105bmi.tbl7:29:54 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s405_5_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
1:6 TYPICALVARIABLE
10-20% SLOPE GRADE
25' MIN. WITH
TOE OF SLOPE
FUTURE BRIDGE
ROADWAY SHOULDER
VARI
ABLE1:2 TYP.
BRIDGE END SLOPEEMBANKMENT
TOE OF SLOPE
FUTURE BRIDGE
ROADWAY SHOULDER
VARI
ABLE1:2 TYP.
BRIDGE END SLOPEEMBANKMENT
SAND BAG BARRIER
SILT FENCE TO MEET
TOE OF EMBANKMENT
SILT FENCE WRAPPED AROUND
TOE OF SLOPE
FUTURE BRIDGE
ROADWAY SHOULDER
VARI
ABLE1:2 TYP.
EMBANKMENT
EMBANKMENT OR WORK ROAD END SLOPE
MEET SHEETING
SILT FENCE TO
FROM TOE OF END SLOPE.
COURSE. EXTEND 50 FT. BACK
HIGH ADJACENT TO WATER
SAND BAG BARRIER 3 FT.
< ROADWAY
CONSTRUCTION LIMITS
SLOPE AND OUTSIDE OF
SILT FENCE NEAR TOE OF
SILT FENCE
TO STREAM
WORK AREA DRAINS
DISTRURBED SOIL,
LIMITS
CONSTRUCTION
LIMITS
CONSTRUCTION
LARGER EQUIPMENT)
(MAY BE LARGER WITH
TURNING RADIUS = 10'
MINIMUM POSSIBLE
SILT FENCE
STREAM BANK OR TOE OF SLOPE
STREAM BANK OR TOE OF SLOPE
PLAN VIEW
NOTES:
SEE SPECS. 2573, 3149 & 3886.
BACK FROM TOE OF END SLOPE.
TO WATER COURSE. EXTEND 10 FT.
TEMPORARY SHEETING ADJACENT
PERSPECTIVE VIEW
J-HOOK INSTALLATION
GEOTEXTILE FABRIC, 36 IN. WIDE
6 IN. MIN.
6 IN. MIN.EMBEDMENT2 FT. MIN. POSTMIN.
12 IN.
GEOTEXTILE FABRIC
MIN.
6 IN.
LOCATED IN TOP 8 IN.
(50 LB. TENSILE)
PLASTIC ZIP TIES
FLOWFLOW
NATURAL SOIL
BACKFILL WITH TAMPED
FABRIC ANCHORAGE TRENCH.
GEOTEXTILE FABRIC
1
AT 6 FT. MAX. SPACING
5 FT. MIN. LENGTH POST
AGGREGATE
COARSE FILTER EMBEDMENT2 FT. MIN. POSTLOCATED IN TOP 8 IN.
(50 LB. TENSILE)
PLASTIC ZIP TIES
TIRE COMPACTION ZONE
AT 6 FT. MAX. SPACING
5 FT. MIN. LENGTH POST
MACHINE SLICE
8 IN. - 12 IN. DEPTH
FLOW FLOW
GEOTEXTILE FABRIC, 36 IN. WIDE
6 IN. MIN.
6 IN. MIN.EMBEDMENT18 IN. MIN. POSTGEOTEXTILE FABRIC, 36 IN. WIDE
STAPLES (TYP.)
AT 6 FT. MAX. SPACING
5 FT. MIN. LENGTH POST
FLOWFLOW
NATURAL SOIL
BACKFILL WITH TAMPED
FABRIC ANCHORAGE TRENCH.
2 2 3
2
3
SEE OPTIONAL METHOD DETAIL
OPTIONAL METHOD
900
920
910
INSTALLATION AT BRIDGE EMBANKMENT ADJACENT TO WATER
(HAND INSTALLED)
SILT FENCE TYPE HI
(MACHINE SLICED)
SILT FENCE TYPE MS
(PREASSEMBLED)
SILT FENCE TYPE PA
4
5
6
4 5
6
SILT FENCE ONLY SILT FENCE WITH SAND BAGS
SILT FENCE WITH SHEETING
CHIEF ENVIRONMENTAL OFFICER
REVISION:
APPROVED: 2-28-2017
STATE DESIGN ENGINEER
6 OF 8STANDARD PLAN 5-297.405
TRANSPORTATION
OF
DEPARTMENT
TEMPORARY SEDIMENT CONTROL
SILT FENCE
APPROVED:
REVISED:
2-28-2017
LOCATION AT TOE OF ROADWAY EMBANKMENT
CONTRIBUTING SLOPE AREA: 3 ACRES.
WATER COURSE FLOW VELOCITY: 8 TO 15 FT./SEC.
CONTRIBUTING SLOPE AREA: 1. ACRE.
WATER COURSE FLOW VELOCITY: 1 TO 7 FT./SEC.
CONTRIBUTING SLOPE AREA: 1./2 ACRE.
WATER COURSE FLOW VELOCITY: STANDING.
TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA: 0.25 ACRE.
TO PROTECT AREAS FROM SHEET FLOW. MAXIMUM CONTRIBUTING AREA: 1 ACRE.
COARSE FILTER AGGREGATE (SPEC. 3149) SHALL BE INCIDENTAL. 1
32 105bmi.tbl7:29:55 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s405_6_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
END VIEW
LONGITUDINAL SECTION
FLOW
TOP VIEW 1
NOTES:
PLAN VIEW
12'' - 36''
2' 0'' `
3
3
ROAD EMBANKMENT
2
8'' - 10'' ON CENTER
1'' HOLES SPACED
CULVERT STANDPIPE
INSERT 1/3 DIAMETER OF RISER PIPE
1
2
BREAK AWAY CONNECTION
BREAK AWAY CONNECTION
4
4
BREAKAWAY CONNECTION PVC PIPE
ELEVATION VIEW OF CULVERT INSTALLATION
FLOW
d + 12"
d= CULVERT SIZE:
5
SEE SPECS. 2573, 3891 & 3893.
5
2'
2d
OF PLANKS TO CONTROL WATER LEVEL.
IN TOP PLANK. VARY THE NUMBER
CULVERT END. SPILLWAY NOTCHED
TOGETHER AND AGAINST THE
WOOD PLANKS TIGHTLY ABUTTED
d = CULVERT SIZE: 12"-36"
SCOURING
PREVENT END-AROUND
EMBANKMENT TO
TIE ENDS INTO
5FLOW
5
CULVERT STANDPIPE INSERT (D-RISER)
CULVERT STANDPIPE INSERT (D-RISER)
SEDIMENT CONTROL LOG TYPE ROCK
SEDIMENT CONTROL LOG TYPE ROCK
WOOD PLANK WEIR
VAR.
SCOURING
PREVENT END-AROUND
TO APRON END TO
FRONT WEIR SECTION
EMBANKMENT OR TIE
TIE ENDS INTO
CHIEF ENVIRONMENTAL OFFICER
REVISION:
APPROVED: 2-28-2017
STATE DESIGN ENGINEER
8 OF 8STANDARD PLAN 5-297.405
TRANSPORTATION
OF
DEPARTMENT
TEMPORARY SEDIMENT CONTROL
CULVERT END CONTROLS
APPROVED:
REVISED:
2-28-2017
PARALLEL TO FLOW
STANDPIPE AND SET
CONNECT TO
5/8'' MIN. DIA.,
ANTIVORTEX ROD,
GEOTEXTILE
WRAPPED WITH
STANDPIPE
PERFORATED
(CSP,RCP,.PLASTIC)
INLET END OF CULVERT
HORIZONTAL PIPE
STANDPIPE TO FIT
CUT OPENING IN
(COMPOST, WOOD CHIP, OR ROCK)
SEDIMENT CONTROL LOG WEIR
WOOD PLANK WEIR
WRAPPED AROUND RISER
TYPE ROCK MAY BE
NOTE: SEDIMENT CONTROL LOG
TO TOP OF CULVERT PIPE
RIPRAP USED TO FILL ONLY
ELEVATION
SHOULDER
MIN. 1' BELOW
TOP OF RISER
(FLOOD STAGE)
EMERGENCY SPILLWAY
SECTIONS FOR SEDIMENT CONTROL.
FOR USE WHEN TEMPORARY PONDING IS NEEDED IN DITCH
NO ADDITIONAL COST.
APPROVED PRODUCTS LIST MAY BE SUBSTITUTED AT
MANUFACTURED ALTERNATIVES LISTED ON MnDOT'S
AS A SEAL BETWEEN RISER PIPE AND CULVERT.
ROCK LOG OR SANDBAG TO HOLD STANDPIPE AND ACT
INTO CSP OR RCP CULVERT.
PLACE CULVERT APRON AND SLIDE TEMPORARY STANDPIPE
FOR MACHINE SLICED.
MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC. 3886
ALL GEOTEXTILE USED FOR CULVERT PROTECTION SHALL BE
AS A FILTER BETWEEN RISER PIPE AND CULVERT.
ROCK LOG OR RIP RAP TO HOLD STANDPIPE AND ACT
ADJACENT PROPERTIES.
HEIGHT OVERFLOW NOT TO CAUSE FLOODING OF ROAD OR
33 105bmi.tbl7:29:56 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s405_8_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
34 105VARIABLEVARIABLE12''
MIN.
1
1
1SUBCUT BACKFILL2SUBCUT BACKFILL22
FINE FILTER AGGREGATE ( 3149.2J )
SUBSURFACE DRAIN, SUBCUT DRAIN TYPE
EDGE DRAIN PIPE
NOTE:
1
90°
INTERCEPTOR DRAIN DETAIL
DRAIN TRENCH
FUTURE EDGE
DRAIN LOCATION
FUTURE EDGE
NEW PCC OVERLAY
OUTSIDE EDGE OF
X
1
SECTION X-X
PLAN VIEWMIN.6''( 3149.2J )
FINE FILTER AGGREGATE
GRADING GRADE
SUBSOIL
NONGRANULAR
TYPICAL SECTION ( OPTION NO. 1 )MIN.SUBSOIL
NONGRANULAR
TYPICAL SECTION ( OPTION NO. 2 )
MODIFIED. ( AS SHOWN IN DESIGN RECOMMENDATION LETTER ).
GRANULAR, SELECT GRANULAR OR SELECT GRANULAR
TO BE PLACED BY MACHINE TRENCHER.
DETAILS. OPTION NO. 2 MAY ONLY BE USED WHEN PIPE IS
SPECIAL PROVISIONS FOR MATERIAL AND CONSTRUCTION
MAY NEED TO BE MODIFIED FOR SPECIFIC PROJECTS. SEE
NOTES:
GRADING GRADE
4''
4''-6''
OR MID PANEL CRACK
INPLACE CONTRACTION JOINT
INPLACE CONC. PAV'T.INPLACE BIT. SHLD.
INPLACE CONC. PAV'T.
( SEE SPECIAL PROVISIONS )
PERMEABLE AGGREGATE
BIT. SHLD.
INPLACE
4 % MIN.
OUTSIDE EDGE OF
NEW PCC OVERLAY
CONSTRUCTION DETAILS.
SEE SPECIAL PROVISIONS FOR MATERIAL AND
8''-10''2' MIN.GEOTEXTILE WRAP, 3733, TYPE I
4'' DIA. PERF. TP PIPE, 3245, WITH
POINTS BELOW PIPE
2'' MIN. FILTER AT ALL
2' MIN.3''2''EDGE OF OVERLAY
4'' BEYOND OUTSIDE
2''-3''
GEOTEXTILE WRAP, 3733, TYPE I
4'' PERF. PE PIPE, 3278, WITH
REVISION:
APPROVED: 8-6-2014
REVISION:
DIRECTOR, OFFICE OF MATERIALS AND ROAD RESEARCH
(MODIFIED)
GRANULAR MODIFIED.
GRANULAR, SELECT GRANULAR OR SELECT
MATERIAL & CONSTRUCTION DETAILS.
PROJECTS. SEE SPECIAL PROVISIONS FOR
MAY NEED TO BE MODIFIED FOR SPECIFIC
NOTES:
1
2
PE 3278
STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.430
TRANSPORTATION
OF
DEPARTMENT
SUBSURFACE DRAINS
APPROVED:
REVISED:
8-6-2014
DATELIC. NO.
DEREK J ARENS - LICENSED PROFESSIONAL ENGINEER
CERTIFIED BYCHECKED BYDRAWN BY BDJ DJA 52673 03-14-2024bmi.tbl7:29:56 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s430_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
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
1
2
3
4
5
2 % MIN.
LC
SECTION VIEW
NOTES:
DETAILS.
SEE SPECIAL PROVISIONS FOR MATERIAL AND CONSTRUCTION
6
7
4
6
6
66
6
6
SHOULDER DRIVING LANE
8
SEE SUBSURFACE DRAIN DETAILS
SEE ROADWAY TYPICAL SECTIONS FOR ADDITIONAL INFORMATION.
7TYPICAL EDGE DRAIN AND DISCHARGE CROSS SECTION ( SEE TABULATION FOR LOCATIONS )
7
3
FLOWFLOW7
TYPICAL PLAN VIEW ( LOW POINT "Y" DISCHARGE )
1
4
7
( SEE TABULATION FOR LOCATIONS )
( SEE TABULATION FOR LOCATIONS )
TYPICAL PLAN VIEW ( SINGLE DISCHARGE )
7"- 10" WIDE TRENCH
4
5 7
75
2 8
1
2 8
1 FLOW7CONNECTION
7
7CONNECTION
4" DIA. TP PIPE DRAIN
12" MIN. STRAIGHT
4" DIA. TP PIPE DRAIN
12" MIN. STRAIGHT
CONCRETE HEADWALL
4" PRECAST
STRAIGHT 4" DIA. TP PIPE DRAIN
5CONNECTION ( INCIDENTAL )
4" DIA. TP PIPE DRAIN ''Y''
7"-10" WIDE TRENCH
CONCRETE HEADWALL
4" PRECAST
4" DIA. TP PIPE DRAIN 4" DIA. TP PIPE DRAIN 5 7
4'' DIA. TP PIPE DRAIN
CONCRETE HEADWALL
4'' PRECAST
4" DIA. TP PIPE DRAIN
12" MIN. STRAIGHT
4" DIA. TP PIPE DRAIN
3' RADIUS
3' RADIUS
3' RADIUS
PIPE DRAIN.
LENGTH INCLUDED AND PAID FOR AS SPEC. 2502, 4 INCH DIA. TP
1 FT. MIN.
3 INCH OR 4 INCH DIAMETER.
2502, __ INCH PERFORATED TP OR PE PIPE DRAIN.
LESS THAN 0.2% . LENGTH INCLUDED AND PAID FOR AS SPEC.
MAXIMUM LENGTH 500 FT., EXCEPT 300 FT. MAXIMUM FOR GRADES
SPEC. 2502, 4 INCH PRECAST CONCRETE HEADWALL.
PRECAST CONCRETE HEADWALL STANDARD PLATE 3131 PAID FOR AS
CONNECTION, 11 INCH TP PIPE AND COUPLING TO BE INCIDENTAL.
APPROVED BY THE ENGINEER. PAYMENT FOR '' Y '' AND EXTRA
DETAILS OF CONNECTION AND COUPLING TO PIPE SHALL BE
PERFORATIONS DOWN.
ARE INCIDENTAL. PLACE PERFORATED PIPE WITH THE
CAPPED AS APPROVED BY THE PROJECT ENGINEER, THE CAPS
THE UPSTREAM ENDS OF THE PERFORATED PIPE SHALL BE
REVISION:
APPROVED: 8-6-2014
REVISION:
DIRECTOR, OFFICE OF MATERIALS AND ROAD RESEARCH STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.433
TRANSPORTATION
OF
DEPARTMENT
SUBSURFACE DRAINS
OUTLET PIPES FOR EDGE AND SUBCUT DRAINS
APPROVED:
REVISED:
8-6-2014
35 105
82PIPE DRAIN
4 " DIA. PERFORATED TP OR PE
PIPE DRAIN
4 " DIA. PERFORATED TP OR PE
PIPE DRAIN
4 " DIA. PERFORATED TP OR PEbmi.tbl7:29:57 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s433_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
WHEN REQUIRED
AGGREGATE SUB-BASE
TOP OF FINISHED SURFACE
WHEN REQUIRED
AGGREGATE SUB-BASE
TOP OF FINISHED SURFACE
H = FILL COVER HEIGHT OVER PIPE (FEET).
= UNDISTURBED SOIL
STANDARD BEDDING FOR RIGID PIPE CULVERTS WITHOUT TREATMENTS.
CONTRACT PAY ITEM FOR FINE AGGREGATE BEDDING INCLUDES THE COST OF EXCAVATION, PLACEMENT AND COMPACTION.
UNIT PRICE OF THE RELEVANT CULVERT PAY ITEM.
EXCAVATION AND BACKFILL WITH SELECT GRADING MATERIAL ARE NOT TABULATED SEPARATELY BUT ARE INCLUDED IN THE CONTRACT
EXCAVATE & CONSTRUCT ALL TRENCHES AND SLOPES PER OSHA REQUIREMENTS.
ALL SLOPES SHOWN AS (V) : (H).
PIPE SIZE IS BASED ON THE NOMINAL INSIDE DIAMETER OR SPAN.
STATE DESIGN ENGINEERTRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
1 OF 1
8.
STANDARD RIGID PIPE ARCH CULVERT BEDDING
MAXIMUM EMBANKMENT PARTICLE SIZE WITHIN 2 FT. OF RIGID PIPE IS 3".
RIGID PIPE INCLUDES CONCRETE.
= COMPACTED BEDDING
AFTER PIPE PLACEMENT
= LOOSE BEDDING, COMPACTED
(WITHOUT TREATMENTS)
STANDARD CULVERT BEDDING FOR RIGID PIPE
PLACE MULTIPLE PIPE CULVERTS WITH A CLEARANCE OF 24 INCHES OR GREATER BETWEEN STRINGS OF PIPE.
WITHOUT RIPRAP PLACE 6" MIN. FINE AGGREGATE BEDDING UNDER APRONS. USE A TRENCH WIDTH EQUAL TO THE PIPE TRENCH WIDTH.
WHEN RIPRAP IS REQUIRED AT THE APRON END, SEE STANDARD PLATE OR PLAN FOR RIPRAP INSTALLATION AND QUANTITIES. FOR APRONS
ENTRANCE CULVERTS (FIELD AND DRIVEWAY CULVERTS) DO NOT NEED BEDDING UNLESS SPECIFIED IN THE PLANS OR SPECIAL PROVISIONS.
BE ADJUSTED FOR CHANGES TO MEET OSHA REQUIREMENTS.
UNLESS OTHERWISE NOTED IN THE PLAN, BEDDING QUANTITIES ARE COMPUTED FOR THE FULL LENGTH OF THE PIPE AND APRON, AND WILL NOT
STANDARD PLAN 5-297.441
PROTECT ALL PIPE DURING CONSTRUCTION PER SPEC. 2501.
FOR INSTALLATIONS ON INTACT BEDROCK, OMIT THIS LAYER.
OVER-EXCAVATION BENEATH TAPERS IS NOT PERMITTED UNLESS REQUIRED BY OSHA. (TYP.)
1
2
3
NOTES
4
2.
3.
4.
5.
1.
6.
7.
CONSTRUCTION SEQUENCE
STANDARD RIGID CULVERT PIPE BEDDING
-LEGEND-
TAPER 1:1 1/2 3
SPRINGLINE(TYP.)
AREA
HAUNCH
AGGREGATE BASESURFACING
1
TAPER 1:1 1/2 3
SURFACING AGGREGATE BASE
(TYP.)
AREA
HAUNCH
SPRINGLINE
1
H
SI
24"So 24"24"
oD /2
Do
DI
H
24"
SHEET NO. OF SHEETS
D = INSIDE DIAMETER OF ROUND PIPE (INCHES).I
oD = OUTSIDE DIAMETER OF ROUND PIPE (INCHES).
S = INSIDE SPAN OF PIPE-ARCH (INCHES).I
oS = OUTSIDE SPAN OF PIPE-ARCH (INCHES).
FABRIC SIDES AND ENDS PER SPEC. TABLE 3733-1 INCLUDING FOOTNOTE (e) OR OVERLAP A MINIMUM OF 3 FT., ALL AT NO ADDITIONAL COST.
COMPACTED TO THE QUALITY COMPACTION REQUIREMENTS OF SPEC. 2106. WRAP WITH GEOTEXTILE FABRIC TYPE IV PER SPEC. 3733. SEAM ALL
IF APPROVED BY THE ENGINEER, IN WET CONDITIONS THE CONTRACTOR MAY SUBSTITUTE 18" OF COARSE FILTER AGGREGATE PER SPEC. 3149.2.H
COMPLETE REMAINING BACKFILL.
PLACE AND COMPACT BACKFILL EVENLY AND SIMULTANEOUSLY IN 6" LIFTS ON EACH SIDE OF THE PIPE UP TO THE SPRINGLINE WHEN COMPACTED.
ENSURING THAT THE ENTIRE LENGTH OF PIPE IS SUPPORTED UNIFORMLY BY BEDDING.
COMPACT THE REMAINING MATERIAL OUTSIDE THE HAUNCH AREA TO THE REQUIREMENTS OF SPEC. 2106
JUMPING JACK, OR SIMILAR).
PIPE IN THE HAUNCHH AREA) THEN COMPACT THE HAUNCH AT AN ANGLE USING A POWERED MECHANICAL OR PNEUMATIC DEVICE (I.E. POLE TAMPER,
HAUNCH AREA BY FIRST SHOVEL SLICING (MANUALLY SHOVE THE BLADE END OF A SHOVEL AT AN ANGLE DOWN THE ENTIRE LENGTH OF THE
AFTER PLACEMENT OF THE PIPE, PLACE ADDITIONAL BEDDING AND COMPACT THE FULL LENGTH ON BOTH SIDES OF THE PIPE UNDERNEATH THE
FURNISH AND INSTALL PIPE TO GRADE.
FOR PIPES WITH BELL, REMOVE MATERIAL IN BELL AREA PRIOR TO PLACEMENT.
LOOSELY PLACE 6" OF FINE AGGREGATE BEDDING MATERIAL (SPEC. 3149.2.G.1) TO GRADE. DO NOT COMPACT PRIOR TO PIPE PLACEMENT.
PLACE AND COMPACT 18" OF FINE AGGREGATE BEDDING TO THE REQUIREMENTS OF SPEC. 2106.
MATERIAL PER SPEC. 2106.1.A.6 4
SELECT GRADING
PER SPEC. 2106.
PER SPEC. 3149.2.G.1 COMPACT
FINE AGGREGATE BEDDING
LAYER ABOVE. 2
PRIOR TO PLACEMENT OF
REQUIREMENTS OF SPEC. 2106
PER SPEC. 3149.2.G.1. COMPACT PER
FINE AGGREGATE BEDDING
18" MIN. THICKNESS COMPACTED
SPEC. 2106 AFTER PIPE PLACEMENT.
PLACEMENT. COMPACT TO
BY ANY MEANS PRIOR TO PIPE
PER SPEC. 3149.2.G.1. DO NOT COMPACT
6" MIN. FINE AGGREGATE BEDDING
LAYER ABOVE. 2
PRIOR TO PLACEMENT OF
REQUIREMENTS OF SPEC. 2106
PER SPEC. 3149.2.G.1. COMPACT PER
FINE AGGREGATE BEDDING
18" MIN. THICKNESS COMPACTED
PER SPEC. 2106.
PER SPEC. 3149.2.G.1. COMPACT
FINE AGGREGATE BEDDING
2106.1.A.6 4
MATERIAL PER SPEC.
SELECT GRADING
01-18-2019
STATE BRIDGE ENGINEER
APPROVED: JANUARY 18, 2019
REVISION:
SPEC. 2106 AFTER PIPE PLACEMENT.
TO PIPE PLACEMENT. COMPACT TO
COMPACT BY ANY MEANS PRIOR
PER SPEC. 3149.2.G.1. DO NOT
6" MIN. FINE AGGREGATE BEDDING
36 105bmi.tbl7:29:58 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s441_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
50'
50'
HIGH TENSION CABLE BARRIER
50'
50'
50'
USE 1:25 TAPER IF NEEDED TO OBTAIN 8' CLEARANCE.
HIGH TENSION CABLE BARRIER
HIGH TENSION CABLE BARRIER
HIGH TENSION CABLE BARRIER
HIGH TENSION CABLE BARRIER
10' MAX
10' MAX
10' MAX
SHOULDER
TRAVELED WAY
20'
RECOMMENDED CLEARANCE.
3
3
2
2
OVERLAP AT PLATE BEAM GUARDRAIL
POST SPACING AT UTILITY CROSSING
OVERLAP AT APPROACH ENDS OF CABLE BARRIER
OVERLAP AT DEPARTING ENDS OF CABLE BARRIER
STATE DESIGN ENGINEER
HIGH TENSION CABLE BARRIER (HTCB)
PLATE BEAM GUARDRAIL
25°
20°
20°
8'8'
HTCB NOT ALLOWED
8' MIN.
20'
3
"A"(OVERLAP)
"C"
8'83'
74'
66'
57'
49'
31'
40'
23'
14'
12'
16'
20'
24'
28'
32'
36'
40'
44'
DIMENSIONS
DEPARTING END
6'
"C"
"A" (8' MIN.)
"C"
"A" (8' MIN.)
"A" (8' MIN.)
"C"
"A"(OVERLAP)
"C"
8'122'
144'
155'
166'
188'
177'
199'
210'
12'
16'
20'
24'
28'
32'
36'
40'
44'
48'
DIMENSIONS
APPROACH END
52'
56'
"A"(OVERLAP)
"C"
8'92'
103'
114'
125'
136'
158'
147'
169'
180'
12'
16'
20'
24'
28'
32'
36'
40'
44'
48'
DIMENSIONS
APPROACH END
52'
56'
133'
221'
232'
243'
254'
191'
202'
213'
20'
224'
1
NOTES:
1 IF DIMENSION "A" IS GREATER THAN 47' OVERLAP NOT REQUIRED.
CLEARANCES AT BRIDGE PIER/BULLNOSE
4
4
TRANSPORTATION
OF
DEPARTMENT
STANDARD PLAN 5-297.688
APPROVED:
REVISED:
1 OF 2 IN
S
L
O
P
E
HTCB NOT ALLOWED
16'4'
SHOULDER PI
EDGE OF TRAVELED WAY
PLACEMENT ADJACENT TO TRAVELED WAY
DITCH BOTTOM
MANUFACTURER'S SPECIFICATIONS.
ALL LINE POST SOCKETS AND LINE POSTS SHALL BE PLUMB, SEE
PER MnDOT GEOTECHNICAL ENGINEERING SECTION.
LINE POST SOCKET LOCATION SHALL MEET THE SOIL REQUIREMENTS
ALL CABLE CONNECTIONS.
SPLICES PER LINE POST MAXIMUM. PROVIDE SWAGED FITTINGS FOR
CABLE SPLICE HARDWARE PER MANUFACTURER RECOMMENDATION. TWO
MEDIAN PLACEMENT, OVERLAP, AND UTILITY CROSSINGS
BULLNOSE GUARDRAIL
BULLNOSE GUARDRAIL
STEEPEST INSLOPE FOR HTCB PLACEMENT IS 1V:4H.
POST SPACING NOT TO EXCEED 10'.
MODIFY POST SPACING TO AVOID UTILITY CONFLICTS.
=47'>NOT REQUIRED
OVERLAP
DO NOT REQURE SPECIAL PLACEMENT)
(HTCB ON INSLOPES FLATTER THAN 1V:6H
1V:6H AND 1V:4H TO AVOID OVERRIDES/UNDERRIDES
PLACEMENT ON 1V:4H SLOPE AND ON SLOPES BETWEEN
(ON INSLOPES 1V:4H OR FLATTER)
02-28-2022
DESIGN SUPPORT DIRECTOR
OFFICE OF PROJECT MANAGEMENT & TECHNICAL SUPPORT
NANCY YOO
REVISION:
APPROVED: 02-28-2022
THOMAS STYRBICKI 37 105bmi.tbl7:29:59 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s688_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
38 105DRAWN BY BDJ CHECKED BY DJA
DEREK J ARENS - LICENSED PROFESSIONAL ENGINEER
CERTIFIED BY DATELIC. NO.52673 03-14-2024
DESIGN SUPPORT DIRECTOR
OFFICE OF PROJECT MANAGEMENT & TECHNICAL SUPPORT
NANCY YOO
REVISION:
APPROVED: 02-28-2022
STATE DESIGN ENGINEER
2 OF 2STANDARD PLAN 5-297.688
TRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
HIGH TENSION CABLE BARRIER (HTCB)
END ANCHORAGE SYSTEMS
02-28-2022
THOMAS STYRBICKI
(MODIFIED)
6.25'6.25'7.5'7.5'6.5'6.5'6.5'6.5'
26'5'2'27.5'
PLAN
ELEVATION
PLAN
ELEVATION
END ANCHORAGE ASSEMBLY
CABLE BARRIER PAY ITEM
CABLE BARRIER PAY ITEM
END ANCHORAGE ASSEMBLY
LENGTH OF NEED POINT LENGTH OF NEED POINT
END ANCHOR
END ANCHOR
(FLARED DESIGN SHOWN)
"Z" POST SYSTEM
(4-ROPE) WRSF)
(BRIFEN TL-4
"C" POST SYSTEM
CABLE BARRIER SYSTEM)
(GIBRALTER TL-4
NOTES:
INSTALLATION INSTRUCTIONS.
CHECK WITH MANUFACTURER FOR CURRENT DETAILS AND
THESE DETAILS ARE FOR DESIGN GUIDANCE INFORMATION ONLY.
SEE SPECIAL PROVISIONS FOR POST DELINEATORS AND OBJECT MARKERS.
CHECK WITH MANUFACTURER FOR SPECIFIC OFFSET REQUIREMENTS.
FIELD-LOCATE ALL UTILITIES IN THE END ANCHORAGE ASSEMBLY AREAS.
WITH A MINIMUM DEPTH OF 5'. CONCRETE MIX 3G52.
SET ALL POSTS WITHIN END ANCHORAGE IN CONCRETE FOUNDATIONS
THESE ARE PROPRIETARY ITEMS IN ACCORDANCE WITH SPEC. 1703.
EPOXY COAT ALL REINFORCEMENT BARS IN ACCORDANCE WITH SPEC. 3301.
FOUNDATION DESIGN REQUIREMENTS, IN ACCORDANCE WITH SPEC. 2554.
SEE SPECIAL PROVISIONS FOR END ANCHORAGE AND LINE POST ASSEMBLY bmi.tbl7:29:59 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s688_2_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
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
39 105
5-297.701
PLAN
STANDARD
1 OF 1
STATE DESIGN ENGINEEROFFICE
EXPERT
LEAD BRIAN SORENSON
STATE TRAFFIC ENGINEER
OFFICE OF TRAFFIC ENGINEERING
STANDARD SIGN PLACEMENT REVISED:
08-09-2023APPROVED:
THOMAS STYRBICKIbmi.tbl7:30:00 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s701_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
RIGHT LANE
MUST
TURN RIGHT
RIGHT LANE
MUST
TURN RIGHT
CHEVRON SIGNS
ORIENTATION OF
PT
PC
NOTES:
2 2
1
4
3
2
1
BOULEVARD LOCATIONS
LESS THAN 6' WIDE
BOULEVARD LOCATIONS
6' TO 12' WIDE
44
2
3
4
35
M PH
PRIMARY AND SECONDARY PANELS
(MIN)
12'
THRU LANE
SHOULDER
PRIMARY PANEL
SECONDARY PANEL
THRU LANE
THRU LANE
CURB & GUTTER
CURB & GUTTERSHARED-USE PATH SHARED-USE PATH
2' (MIN)2' (MIN)
1' (MIN)
8' (MIN)
(MIN)
2'
ON PLAN SHEETS
L=SPACING LISTED
LLL
L
i
Park Rapids 10
D etro t Lakes 2 9
2
2
3
4
4
MINNESOTAM
225
SOUTH
STANDARD LOCATIONS
(MIN)
12'
THRU LANE
SHOULDER
FOR CRASHWORTHY PURPOSES.
SECONDARY SIGN PANELS MOUNTED TO MORE THAN ONE POST ARE CONSIDERED PRIMARY SIGN PANELS
SECONDARY SIGN PANELS, MARKERS, DELINEATORS, AND REFERENCE LOCATION SIGN PANELS. ANY
CRASHWORTHY HEIGHT IS MEASURED TO THE BOTTOM OF THE PRIMARY SIGN PANEL EXCLUDING ANY
STRUCTURES. SEE SPECIFIC SQUARE TUBE BASE STRUCTURE PLAN FOR CRASH RESPONSE TYPE. THE
CRASHWORTHY HEIGHT IS AT LEAST 7' FOR BREAKAWAY STRUCTURES AND AT LEAST 4' FOR BENDABLE
LANE IF SITE CONDITIONS PROHIBIT A 12' OFFSET FROM SHOULDER.
MINIMUM OFFSET MAY BE REDUCED TO AT LEAST 6' FROM SHOULDER AND AT LEAST 12' FROM THRU
PAVEMENT. SEE SIGN TABULATIONS.
PANEL TO THE TOP OF THE CURB, OR IN ABSENCE OF CURB, TO THE NEAR EDGE OF THE THRU-LANE
ALL SIGN MOUNTING HEIGHTS ARE MEASURED VERTICALLY FROM THE BOTTOM OF THE LOWEST SIGN
ONLY USE WHEN BOULEVARD IS TOO NARROW TO OBTAIN ADEQUATE CURBED LOCATION SIGN OFFSETS.
AVOID PLACING SIGNS IN DITCH BOTTOMS.
SIGNS IN TIGHT AREAS, BUT NO MORE THAN TWO POSTS IN A 7' DIAMETER CIRCLE.
NOT LIMITED TO, LIGHT POLES, TREES, SIGNS, AND BUILDINGS. SIGNS MAY BE PLACED CLOSER TO
PLACE SIGNS A MINIMUM OF 10' FROM THE NEAREST OBSTACLE. OBSTACLES MAY INCLUDE, BUT ARE
TRAFFIC.
PLACE SIGNS SUCH THAT OBSTACLES DO NOT BLOCK THEM FROM BEING VIEWED BY THE APPROACHING
THE RAIL OF A RAILROAD TRACK.
ERECT OR CONSTRUCT SIGN SUPPORT SO THAT NO PORTION OF THE SIGN PANEL IS WITHIN 15' OF
LATERAL CLEARANCES GIVEN APPLY TO RIGHT AND/OR LEFT SIDE INSTALLATION.
MOUNT SIGN FACES PLUMB.
CONFLICTS WITH UTILITIES OR OBSTACLES, CONTACT THE PROJECT ENGINEER.
IF A SIGN NEEDS TO BE REPOSITIONED FROM THE PROPOSED PLAN LOCATION IN ORDER TO AVOID
AWAY FROM APPROACHING TRAFFIC.
OTHERWISE SPECIFIED. TO AVOID SPECULAR GLARE, TURN SIGNS APPROXIMATELY THREE DEGREES
TO THE DIRECTION OF, AND FACING THE TRAFFIC THEY ARE INTENDED TO SERVE, UNLESS
PLACE SIGNS AND ORIENT THEM APPROXIMATELY AS SHOWN IN THE PLAN, AT RIGHT ANGLES
2'
4'4'
THRU LANE
THRU LANE
THRU LANE
SHOULDER NOTES:
THRU LANE
8' FROM THE PAVED SURFACE.
HEADWALL, ETC, WHEN LESS THAN
HANDRAIL, UTILITY POLE, CULVERT
BRIDGE PIER, BRIDGE ABUTMENT,
DELINEATOR TYPICAL PLACEMENT
MARKER TYPICAL PLACEMENT
CURB & GUTTER
4'
4'
2 1
2
1
1
STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.702
TRANSPORTATION
OF
DEPARTMENT
DELINEATOR AND MARKER PLACEMENTAPPROVED:
REVISED:
STATE TRAFFIC ENGINEER
REVISION:
BRIAN SORENSON
LOCATIONS WITHOUT CURB LOCATIONS WITH CURB
3
4
3
4
3
4
12' TYPICAL
12' TYPICAL
APPROVED: 02-28-2022
NOT MORE THAN 12' NOR LESS THAN 2'.
ADJUST OFFSET TO MATCH OTHER SIGN OFFSETS ALONG ROADWAY CORRIDOR, BUT
RESPONSE TYPE.
STRUCTURES. SEE SPECIFIC SQUARE TUBE BASE STRUCTURE PLAN FOR CRASH
IS AT LEAST 7' FOR BREAKAWAY STRUCTURES AND AT LEAST 4' FOR BENDABLE
THE CRASHWORTHY HEIGHT FROM THE GROUND TO ANY PORTION OF THE SIGN PANEL
DOWNWARD TOWARDS THE SIDE TRAFFIC IS TO PASS THE OBSTRUCTION.
IN LINE WITH THE CLOSEST EDGE OF THE OBSTRUCTION. ANGLE THE STRIPES
PLACE THE EDGE OF THE OBJECT MARKER THAT IS CLOSEST TO THE ROAD USER
PLACE MARKER AS CLOSE TO THE BEGINNING OF MEDIAN AS POSSIBLE.
FOR DELINEATOR OFFSETS AT RAMP GORES, SEE STANDARD PLAN 5-297.703.
02-28-2022
THOMAS STYRBICKI
TYPE 3 OBJECT MARKER
OBSTRUCTION
TYPE 3 OBJECT MARKER
RAISED ISLAND
TYPE 1 OBJECT MARKER
RAISED ISLAND
40 105bmi.tbl7:30:01 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s702_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
STATE DESIGN ENGINEER
1 OF 3STANDARD PLAN 5-297.718
TRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
B
B
A
B
A
1
1 1
NYLON INSERT LOCK NUT
WITH ZINC-COATED STEEL
Š" STAINLESS STEEL BOLT
1•"
PANEL
SIGN
SQUARE TUBE
12" TO 14"
1•"
B
STRINGER
ALUMINUM
SQUARE TUBE
13" MAX
STRINGER
ALUMINUM
MIN
3"
12" TO 14"
13" MAX
1•"
1" TO 6"
ALUMINUM STRINGER
MIN
3"
1" TO 6"
12" MAX
SQUARE TUBE
SQUARE TUBE
SEE POST SPACING CHART
FOR SIGN PANELS ON TWO OR MORE POSTS
ALUMINUM STRINGER
ALUMINUM STRINGER
SQUARE TUBE
1•"
ALUMINUM STRINGER ALUMINUM STRINGER
LOCK NUT
STEEL NYLON INSERT
BOLT WITH ZINC-COATED
Š" STAINLESS STEEL
SIGN PANEL
SIGN PANEL
SQUARE TUBE
OR GREATER ON ONE POST
FOR SIGN PANELS 36" WIDE
FOR SIGN PANELS UP TO 30" WIDE
LEAD EXPERT OFFICE
BRIAN SORENSON
STATE TRAFFIC ENGINEER
OFFICE OF TRAFFIC ENGINEERING
A
A
VIEW A-A
4" SQUARE TUBE
CLAMP DETAIL
VIEW B-B
CLAMP DETAIL
2" AND 2•" SQUARE TUBE
WITH STRINGERS
BACK-TO-BACK SIGN MOUNTING
NOTES:
(TWO STRINGERS SHOWN)
STRINGER SPACING
36" MAX
(TWO STRINGERS SHOWN)
STRINGER SPACING
36" MAX
AND SERRATED FLANGE NUT
…"-16x2" CARRIAGE BOLT
FINISHED STAINLESS STEEL
11GA TYPE 304, #2B
CLAMP
FENDER WASHERS
ZINC-COATED STEEL
TWO 1‚"x0.065" THICK
APPLICABLE
PLATE IF
SPLICE
APPLICABLE
PLATE IF
SPLICE
(TYP.)
BOLT
(TYP.)
BOLT
ALUMINUM STRINGER (TYP.)
PANEL
SIGN
PANEL
SIGN
PANEL
SIGN
PANEL
SIGN
LOCK NUT
NYLON INSERT
ZINC-COATED STEEL
STEEL BOLT WITH
Š" STAINLESS
STRINGERS AS NEEDED TO ACCOMMODATE THE STRINGER TO POST CLAMP.
IF POST SPACING REQUIRES PLACEMENT OF A POST WITHIN THIS AREA, EXTEND
CENTER STRINGERS ON SIGN PANEL.
FOR MOUNTING HOLES (PUNCH CODES) INFORMATION.
SPACING OR ACCORDING TO THE MNDOT STANDARD SIGNS AND MARKINGS MANUAL
BOLT SIGN PANELS TO STRINGERS OR RISER POSTS AT NO GREATER THAN 24"
12" MAX
PANEL
SIGN
SQUARE-TUBE SIGN MOUNTING DETAILS
(THICKNESS=•" MIN, I.D.=…" MAX, O.D.=‡" MAX)
STAINLESS STEEL WASHER AND NYLON WASHER
MAX, O.D.=‡" MAX)
(THICKNESS=•" MIN, I.D.=…"
AND NYLON WASHER
STAINLESS STEEL WASHER
I.D.=…" MAX, O.D.=‡" MAX)
(THICKNESS=•" MIN,
AND NYLON WASHER
STAINLESS STEEL WASHER
I.D.=…" MAX, O.D.=‡" MAX)
(THICKNESS=•" MIN,
AND NYLON WASHER
STAINLESS STEEL WASHER
08-09-2023
THOMAS STYRBICKI 41 105bmi.tbl7:30:01 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s718_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
STATE DESIGN ENGINEER
2 OF 3STANDARD PLAN 5-297.718
TRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
15
21
WIDTH
PANEL
SQUARE TUBE POST SPACING
POSTS
2
POSTS
3
POSTS
4
POSTS
5
POSTS
6
POSTS
7
POSTS
8
(IN)(IN)(IN)(IN)(IN)(IN)(IN)(IN)
42
48
54 30
60 36
66 36
72 42
78 42
84 48
90 48 42
96 48 42
102 54 42
108 54 42
114 60 42
120 60 48
126 66 48
132 66 48 42
138 72 48 42
144 72 48 42
150 78 54 42
156 78 54 42
162 84 54 42
168 84 60 48
174 90 60 48 42
180 90 60 48 42
186 96 66 48 42
192 96 66 48 42
198 102 66 54 42
204 102 72 54 42
210 108 72 54 42
216 108 72 54 48 42
222 114 78 60 48 42
228 114 78 60 48 42
234 120 78 60 48 42
240 120 84 60 48 42
246 84 66 54 42
252 84 66 54 42
258 90 66 54 42 42
264 90 66 54 48 42
270 90 72 54 48 42
276 96 72 60 48 42
282 96 72 60 48 42
288 96 72 60 48 42
294 102 78 60 54 42
300 102 78 60 54 42 42
306 102 78 66 54 42 42
312 108 78 66 54 48 42
318 108 84 66 54 48 42
324 108 84 66 54 48 42
330 114 84 66 60 48 42
336 114 84 72 60 48 42
DISTANCES ARE CENTER-TO-CENTER OF POSTS
6"
6"
SQUARE-TUBE SIGN MOUNTING DETAILS
SPLICE DETAIL
NOTES:
STAINLESS STEEL WASHER (TYP)
STAINLESS STEEL WASHER (TYP)
IS 2‰". IF RISER POST IS 2", INTERIOR POST IS 1ƒ".
FOR TIGHT FIT. IF RISER POST IS 2•", INTERIOR POST
INTERIOR POST STUD SHALL BE ONE SIZE SMALLER
BEHIND THE SIGN PANEL.
ABOVE GROUND. THE PREFERRED PLACEMENT LOCATION IS
WHEN USED, THE SPLICE MUST BE PLACED AT LEAST 8'
NO MORE THAN ONE SPLICE PER POST.
LOCK NUT (TYP)
STEEL NYLON INSERT
ZINC-COATED
…" STAINLESS STEEL BOLT (TYP)
LEAD EXPERT OFFICE
BRIAN SORENSON
STATE TRAFFIC ENGINEER
OFFICE OF TRAFFIC ENGINEERING
08-09-2023
THOMAS STYRBICKI 42 105bmi.tbl7:30:02 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s718_2_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
STATE DESIGN ENGINEER
3 OF 3STANDARD PLAN 5-297.718
TRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
LEAD EXPERT OFFICE
BRIAN SORENSON
STATE TRAFFIC ENGINEER
OFFICE OF TRAFFIC ENGINEERING
SQUARE-TUBE SIGN MOUNTING DETAILSPANEL HEIGHT (INCHES)120 0 0 0 0 4 4 4 4 4 4
114 0 0 0 0 4 4 4 4 4 4 4 4
108 0 0 0 0 4 4 4 4 4 4 4 4 4 4 4 4
102 0 0 0 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4
96 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
90 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
84 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
78 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
72 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
66 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
60 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
54 0 0 0 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
48 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
42 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
36 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
30 0 0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
24 0 0 0 0 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
18 0 0 0 0 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
12 0 0 0 0 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
12 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 204 216 228 240 252 264 276 288 300 312 324 336
1 POST 2 POST 3 POST 4 POST 5 POST 6 POST
PANEL WIDTH (INCHES)
NUMBER OF ALUMINUM STRINGERS FOR 2•" OR SMALLER POSTS
330318306294282270258246
1
23422221019818617416215013812611410218304254667890
PANEL HEIGHT (INCHES)144 5 5 5 5 5 6 6 5 5 5 5 5 5 6 6 6 6 7 5 5 5 5 6 6 6 6 6 7 5 5 6 6 6 6 6 6 6 7 7
138 5 5 5 5 5 6 6 7 5 5 5 5 5 5 6 6 6 7 7 5 5 5 5 6 6 6 6 6 7 7 5 6 6 6 6 6 6 6 7 7 7
132 4 4 4 4 5 5 6 7 7 4 4 5 5 5 5 6 6 6 7 7 5 5 5 5 6 6 6 6 6 7 7 7 5 6 6 6 6 6 6 6 7 7 7 7
126 4 4 4 5 5 6 6 7 7 4 4 5 5 5 5 6 6 6 7 7 7 5 5 5 6 6 6 6 6 6 7 7 7 5 6 6 6 6 6 6 6 7 7 7 7 7
120 4 4 4 4 5 5 6 6 7 7 4 4 5 5 5 5 6 6 6 6 7 7 7 5 5 5 6 6 6 6 6 6 7 7 7 7 6 6 6 6 6 6 6 6 7 7 7 7 7
114 4 4 4 5 5 6 6 7 7 8 4 5 5 5 5 5 6 6 6 6 7 7 7 7 5 5 6 6 6 6 6 6 7 7 7 7 7 7 6 6 6 6 6 6 6 7 7 7 7 7 7
4 POST108 4 4 4 5 5 5 6 6 7 7 8 4 5 5 5 5 5 6 6 6 6 7 7 7 7 7 5 5 6 6 6 6 6 6 6 7 7 7 7 7 7 6 6 6 6 6 6 6 7 7 7
102 4 4 4 5 5 6 6 6 7 7 8 4 5 5 5 5 5 6 6 6 6 6 7 7 7 7 8 5 5 6 6 6 6 6 6 6 7 7 7 7 7 7 7 6 6 6 6 6 6 6
96 3 4 4 4 5 5 6 6 6 7 7 8 4 4 5 5 5 5 5 6 6 6 6 6 7 7 7 7 7 8 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 8 8 6 6
90 3 3 4 4 5 5 5 6 6 6 7 7 8 4 4 5 5 5 5 5 6 6 6 6 6 6 7 7 7 7 7 8 8 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7
84 3 4 4 4 5 5 5 6 6 6 7 7 7 4 4 5 5 5 5 5 5 6 6 6 6 6 6 7 7 7 7 7 7 5 5 6 6 6 6 6 6 6 6 6 7 7 7 7 7
78 3 3 4 4 4 5 5 5 6 6 6 7 7 4 4 4 4 5 5 5 5 5 5 6 6 6 6 6 6 7 7 7 7 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 7
72 3 3 4 4 4 5 5 5 6 6 6 6 4 4 4 4 4 4 5 5 5 5 5 5 5 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6
66 3 4 4 4 4 5 5 5 5 6 6 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 6 6 6 6 4 4 4 5 5 5 5 5 5 5 5 5 5 5 6 6
60 3 3 4 4 4 4 5 5 5 5 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5
54 3 3 3 4 4 4 4 5 5 5 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5
48 3 3 3 3 3 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4
42 2 3 3 3 3 3 3 4 4 4 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4
36 2 2 2 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
30 2 2 2 2 2 2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3
24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
18 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
12 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
12 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 204 216 228 240 252 264 276 288 300 312 324 336
1 POST 2 POST 3 POST
PANEL WIDTH (INCHES)
33031830629428227025824623422221019818617416215013812611410218304254667890
NUMBER OF STRINGERS FOR 4" POSTS
08-09-2023
THOMAS STYRBICKI 43 105bmi.tbl7:30:03 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s718_3_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.719
TRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
PRIMARY SIGN PANELS
SECONDARY SIGN PANELS
SECONDARY SIGN PANELS
LEAD EXPERT OFFICE
BRIAN SORENSON
STATE TRAFFIC ENGINEER
OFFICE OF TRAFFIC ENGINEERING
TWO SIDE-BY-SIDE ASSEMBLIESTOTAL HEIGHT OF THE TALLEST ASSEMBLYTOTAL WIDTH OF PRIMARY SIGN PANELS
THREE SIDE-BY-SIDE ASSEMBLIES TOTAL HEIGHT OF THE TALLEST ASSEMBLYTOTAL WIDTH OF PRIMARY SIGN PANELS
NOTES:
SIGN MOUNTING DETAILS
SQUARE TUBE SIDE-BY-SIDE
SEE STANDARD PLAN 5-297.718 FOR ADDITIONAL MOUNTING DETAILS.
OF THE ASSEMBLIES.
DETERMINE THE NUMBER OF POSTS AND THE POST SPACING BY THE TOTAL WIDTH AND HEIGHT
HOLES OR 3" BEYOND THE OUTER POST CENTERLINE, WHICHEVER IS GREATER.
FOR MULTI-POST INSTALLATIONS, THE STRINGERS MUST EXTEND EITHER 1" BEYOND THE BOLT
FOR SINGLE-POST INSTALLATIONS, THE STRINGERS MUST EXTEND 1" BEYOND THE BOLT HOLES.
STRINGER SPACING TO MATCH VERTICAL PUNCHING SPACING FOR SIGN PANELS.
CENTER SECONDARY SIGN PANELS BELOW OR ABOVE PRIMARY SIGN PANELS.
08-09-2023
THOMAS STYRBICKI 44 105bmi.tbl7:30:03 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s719_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
5TH HOLE DOWN
TOP VIEW A-A
GROUND MOUNT TUBING ASSEMBLY
SOIL SURFACE
FLUSH TO GROUND LINE
TOP OF BASE MOUNTED
THREE-WALL BASE IN SOIL
NOTES:
MOUNTING DETAIL
CONCRETE
THROUGH CONCRETE
THREE-WALL BASE CORED
WITH CONCRETE
MOUNTED FLUSH
TOP OF BASE
SQUARE TUBE
PANEL
SIGN
1•"
2•" X 2•"
2‚" X 2‚"
LOCK-NUT AND …" STAINLESS STEEL WASHER
WITH ZINC COATED STEEL NYLON INSERT
…" X 3" LONG STAINLESS STEEL BOLT
STEEL SQUARE TUBE INSERT
PRE-PUNCHED GALVANIZED
2‚" x 2‚" X 4' 12-GAUGE
(T=•" MIN, I.D. =…" MAX, O.D. = ‡" MAX)
STAINLESS STEEL WASHER AND NYLON WASHER
FENDER WASHERS
ZINC-COATED STEEL
TWO 1‚" X 0.065" THICK
NYLON INSERT LOCK NUT
WITH ZINC-COATED STEEL
Š" STAINLESS STEEL BOLT
GALVANIZED STEEL SQUARE TUBE INSERT
2" x 2" X 4' 12-GAUGE PRE-PUNCHED
2" X 2"
BOLT INSERTED IN
SIGN PANEL
SQUARE TUBE
PRE-PUNCHED GALVANIZED STEEL
2•" X 2•" X 4' 12-GAUGE
4'
4•" (APPROX)
SQUARE TUBE SIGN POSTS PER MnDOT SPEC. 3402.
SEE TABULATIONS FOR MOUNTING HEIGHT.
AND THE GROUND SURFACE BELOW ANY PORTION OF THE SIGN PANEL SHALL BE A MINIMUM OF 4'.
TO MEET CRASHWORTHY REQUIREMENTS THE DISTANCE BETWEEN THE BOTTOM OF THE SIGN PANEL
THE CRASH RESPONSE FOR THIS STRUCTURE IS BENDABLE.
4'
MINIMUM
TUBING ASSEMBLY
GROUND-MOUNT
A A
FOR 1ƒ" SQUARE-TUBE RISER POST
RESTING ON …" BOLT AS SHOWN
INSERTED INTO GROUND-MOUNT ASSEMBLY
GALVANIZED STEEL SQUARE TUBE RISER
1ƒ" x 1ƒ" 14-GAUGE PRE-PUNCHED
EXISTING THICKNESS
WITH SPEC. 2461) TO MATCH
NO. 3U18 IN ACCORDANCE
FILLED WITH CONCRETE (MIX
OR PREFORMED OPENING
4" DIAMETER CONCRETE CORE
LEAD EXPERT OFFICE
BRIAN SORENSON
STATE TRAFFIC ENGINEER
OFFICE OF TRAFFIC ENGINEERING THOMAS STYRBICKI
STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.721
TRANSPORTATION
OF
DEPARTMENT
THREE-WALL BASEAPPROVED:
REVISED:
11-29-2022
45 105bmi.tbl7:30:04 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s721_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.722
TRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
SOIL SURFACE
FIN BASE IN SOIL
FLUSH TO GROUND LINE
TOP OF BASE MOUNTED
NOTES:
SIGN PANEL
FIN BASE
FOR 2" SQUARE-TUBE RISER POST IN SOIL
LEAD EXPERT OFFICE
BRIAN SORENSON
STATE TRAFFIC ENGINEER
OFFICE OF TRAFFIC ENGINEERING
4' (MIN.)
RESTING ON …" BOLT AS SHOWN.
INSERTED INTO FIN BASE ASSEMBLY,
GALVANIZED STEEL SQUARE-TUBE RISER
2"x2" 12-GAUGE PRE-PUNCHED
2‚"x2‚"
2•"x2•"
VIEW A-A
8.21" (TYP.)
90 (TYP.)
10"
4"
FIN BASE ASSEMBLY
6"
TYP.
AA
…" STAINLESS STEEL WASHER
NYLON INSERT LOCK-NUT AND
BOLT WITH ZINC-COATED STEEL
…"x3" LONG STAINLESS STEEL
„
„
4•"` 1
4'
STEEL SQUARE TUBE
PRE-PUNCHED GALVANIZED
2•"x2•"x4' 12-GAUGE
SOIL STABILIZING FIN
FOUR REQUIRED
FIN
STABILIZING
SOIL
FIN
STABILIZING
SOIL
STEEL SQUARE-TUBE INSERT
PRE-PUNCHED GALVANIZED
2‚"x2‚"X4' 12-GAUGE
ZINC-COATED.
A-A FOR WELDING DETAILS. WELDS MUST BE
CORNER OF THE 2•" SQUARE TUBE. SEE VIEW
WELD THE 10" EDGE OF EACH FIN TO EACH
12-GAUGE PRE-GALVANIZED ASTM A569 STEEL.
INSERT BOLT IN 5TH HOLE DOWN.
SQUARE-TUBE SIGN POSTS IN ACCORDANCE WITH SPEC. 3402.
SEE STANDARD PLAN 5-297.718 FOR ADDITIONAL MOUNTING DETAILS.
SEE TABULATIONS FOR MOUNTING HEIGHT.
AND THE GROUND SURFACE BELOW ANY PORTION OF THE SIGN PANEL MUST BE A MINIMUM OF 4'.
TO MEET CRASHWORTHY REQUIREMENTS, THE DISTANCE BETWEEN THE BOTTOM OF THE SIGN PANEL
THE CRASH RESPONSE TYPE FOR THIS STRUCTURE IS BENDABLE.
1
FIN BASE ASSEMBLY
08-09-2023
THOMAS STYRBICKI 46 105bmi.tbl7:30:04 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s722_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
SIGN PANEL
SOIL SURFACE
SIGN PANEL
SOIL SURFACE
CONCRETE SURFACE
1" INCREMENTS
SOIL SURFACE
STATE DESIGN ENGINEER
1 OF 1STANDARD PLAN 5-297.724
TRANSPORTATION
OF
DEPARTMENT
APPROVED:
REVISED:
LEAD EXPERT OFFICE
BRIAN SORENSON
STATE TRAFFIC ENGINEER
OFFICE OF TRAFFIC ENGINEERING
NOTES:
7' (MIN.)
POST
ON SHORTER
7' (MIN.)
TO MATCH EXISTING THICKNESS
ACCORDANCE WITH SPEC. 2461)
WITH CONCRETE (MIX 3U18 IN
OR PREFORMED OPENING; FILL
15" DIAMETER CONCRETE CORE
SPREAD DISTANCE ` „"
SOIL PLATE
RECEIVER
FLANGE TO GROUND
FROM TOP OF LOWER
4" MAXIMUM PROJECTION
TO CONCRETE SURFACE
FROM TOP OF LOWER FLANGE
4" MAXIMUM PROJECTION
2
1
2
TYPICAL PLACEMENT IN SOIL
TYPICAL PLACEMENT IN SOIL
PROPRIETARY SLIP BASE ASSEMBLY
TO COMPLETELY BURY THE SOIL PLATE
SLIP BASE MUST BE DRIVEN INTO GROUND
1
AND INSERT
LOCK NUT; PLACE THROUGH RISER
ZINC-COATED STEEL NYLON INSERT
Š" STAINLESS STEEL BOLT WITH
RISER AND INSERT
LOCKNUT; PLACE THROUGH
STEEL NYLON INSERT
BOLT WITH ZINC-COATED
Š" STAINLESS STEEL
SQUARE TUBE SIGN POST IN ACCORDANCE WITH MnDOT SPEC. 3402.
FOR SIGN PANEL MOUNTING DETAILS, SEE STANDARD PLAN 5-297.718.
TEFLON-COATED SLIP WASHER. MAXIMUM OF TWO SHIMS PER NOTCH POINT.
ˆ"-THICK LEVELING SHIMS MAY BE USED TO PLUMB TOP HALF. PLACE SHIMS UNDER
MUST BE A MINIMUM OF 7'. SEE SIGNING PLAN TABULATIONS FOR MOUNTING HEIGHT.
SIGN PANEL AND THE GROUND SURFACE BELOW ANY PORTION OF THE PRIMARY SIGN PANEL
TO MEET CRASHWORTHY REQUIREMENTS, THE DISTANCE BETWEEN THE BOTTOM OF THE PRIMARY
THE CRASH RESPONSE TYPE FOR THIS STRUCTURE IS BREAKAWAY.
SIGN PANELS LEVEL.
UNRESTRICTED INSERTION OF STEEL TUBE RISERS. MOUNT
SQUARE WITH ONE ANOTHER TO ENSURE PROPER
1" INCREMENTS. THE BASES MUST BE TRUE AND
LEVEL, DRIVE THE BASES UNTIL THEY ARE OFFSET IN
ARE COMPLETELY BURIED. IF SOIL SURFACE IS NOT
FOR MULTIPLE-POST APPLICATIONS, ENSURE SOIL PLATES
PRODUCTS LIST.
PAGE OF THE SIGNING SECTION OF THE APPROVED
USE APPROVED PRODUCT FROM THE SIGN STRUCTURES
SLIP BASE ASSEMBLY IN CONCRETE SLIP BASE ASSEMBLY IN SOIL
SLIP BASE ASSEMBLY WITH SINGLE-POST SIGN
SLIP BASE ASSEMBLY WITH MULTIPLE-POST SIGN
SQUARE TUBE
GALVANIZED STEEL
SQUARE-TUBE INSERT INSIDE BOTTOM 8' OF RISER.
LONG 10-GAUGE PRE-PUNCHED GALVANIZED STEEL
STEEL SQUARE-TUBE RISER. PLACE 2‰"x2‰"x8'
2•"x2•" 10-GAUGE PRE-PUNCHED GALVANIZED
BOTTOM 8' OF RISER.
TUBE INSERT INSIDE
GALVANIZED STEEL SQUARE-
10-GAUGE PRE-PUNCHED
PLACE 2‰"x2‰"x8' LONG
STEEL SQUARE-TUBE RISER.
PRE-PUNCHED GALVANIZED
2•"x2•" 10-GAUGE
SLIP BASE ASSEMBLY
FOR 2 1/ 2" SQUARE-TUBE RISER POST
4' (MIN.)
08-09-2023
THOMAS STYRBICKI 47 105bmi.tbl7:30:05 AMpdf-B and W.pltcfgben.johnson4/24/2024H:\COTT\0N1129262\CAD\MS\plans\Std_Plans\s724_1_spn.dgnSHEET NO. OF SHEETSS.P. 8205-156
SEE TABULATION SHEET
FOR ALIGNMENT TABULATIONS
STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
TH 61 RIVER OAKS RCUT
ALIGNMENT PLAN & TABULATION
48
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
SHEET
ben.johnson7:30:06 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
1000 200
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\0N1129262\CAD\MS\plans\Align\cd129262_ali001.dgnS.P. 8205-156 (TH 61)
380 385 390 395 400 405
380 385 390 395 400 405
25
252626POT. 25+00.00PC. 25+46.97PCC.
2
5+91.08PI
PT
.
26+18
.59PI POT. 26+22.59POT. 25+00.00
PC. 25+46.34
P
C
C. 25
+90.42PI PT. 26+17.90 PI POT. 26+21.90{ SMUT
{ NMUT{ TH 61 NB
{ TH 61 SB
CURVE SMUT 1
CURVE NMUT 1
HORIZONTAL CONTROL NOTE:
CURVE SMUT 2
CURVE NMUT 2
OR THE FIELD ENGINEER.
FOR INFORMATION ON HORIZONTAL CONTROL POINTS, CONTACT CITY OF COTTAGE GROVE
THE HORIZONTAL CONTROL FOR THIS PLAN IS NAD83 WASHINGTON COUNTY COORDINATES.
TH 61 RIVER OAKS RCUT
ALIGNMENT PLAN & TABULATION
49
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
AZIMUTH
TANGENT
COORDINATES
ALIGNMENT TABULATION
POINT STATION
DELTA DEGREE RADIUS LENGTH
X Y
CIRCULAR CURVE DATA
NUMBER
POINT
1100 POT 375+00.000 488,037.3749 114,999.4426
1101 POT 401+00.000 486,270.8051 116,907.1194
1150 POT 375+00.000 487,982.3457 114,948.4839
1151 POT 401+00.000 486,215.7759 116,856.1608
TH61_NB
TH61_SB
1200 POT 25+00.000 486,642.9817 116,469.1195
PC
PI
PCC
CC
NMUT1
25+46.973
25+69.665 76.000'22.692'44.104'
486,611.0576 116,503.5769
486,595.6352 116,520.2230
486,555.3072 116,451.9252
486,573.6108 116,525.6881
PI
25+91.077
PCC
PI
PT
CC
NMUT2
25+91.077
26+05.747 32.000'14.670'27.511'
486,573.6108 116,525.6881
486,559.3724 116,529.2213
486,565.9040 116,494.6300
486,547.4027 116,520.7394
PI
26+18.587
1201 POT 26+22.587 486,544.4678 116,518.0216
1250 POT 25+00.000 487,297.9881 115,722.0582
PC
PI
PCC
CC
SMUT1
25+46.337
25+69.020 76.000'22.683'44.086'
487,329.4728 115,688.0603
487,344.8849 115,671.4180
487,385.2344 115,739.6998
487,366.8973 115,665.9452
PI
25+90.423
PCC
PI
PT
CC
SMUT2
25+90.423
26+05.075 32.000'14.652'27.480'
487,366.8973 115,665.9452
487,381.1163 115,662.4100
487,374.6182 115,696.9998
487,393.0829 115,670.8644
PI
26+17.903
1251 POT 26+21.903 487,396.0177 115,673.5822
NMUT
SMUT
SHEET
ben.johnson7:30:07 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
12224 NICOLLET AVENUE
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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\0N1129262\CAD\MS\plans\Align\cd129262_ali002.dgnS.P. 8205-156 (TH 61)
TH 61 RIVER OAKS RCUT
EXISTING CONDITIONS PLAN
50
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
TITLESHEET
SHEET
ben.johnson7:30:07 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
12224 NICOLLET AVENUE
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Phone: (952) 890-0509
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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\0N1129262\CAD\MS\plans\Tabs\cd129262_util001.dgnS.P. 8205-156 (TH 61)
UTILITY COMPANY/OWNERS
COMMUNICATIONS
OPTICFIBER
GAS
COMMUNICATIONS
CENTURYLINK/LUMEN
ELECTRIC XCEL ENERGY
LIGHTING/TMS MNDOT
PERPENDICULAR.
THE IMPERVIOUS AREA UNLESS CROSSING TH 61
ALL PRIVATE UTILITIES SHALL BE LOCATED OUTSIDE OF-
PRIVATE UTILITY RELOCATION COORDINATION.
THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR ALL-
ZAYO GROUP, LLC
COMCAST CABLE, LLC
CENTER POINT ENERGY MINNESOTA GAS
COTTAGE GROVEWATERMAIN/SANITARY
NOTED.
ALL POWER LINES ARE DISTRIBUTION LINES UNLESS-
UTILITIES".
FOR INVESTIGATING AND DOCUMENTING EXISTING
CI / ASCE 38-22, ENTITLED "STANDARD GUIDELINES
WAS DETERMINED ACCORDING TO THE GUIDELINES OF
IS UTILITY LEVEL D. THIS UTILITY QUALITY LEVEL
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN-
COMPLETED BY OTHERS, THE AGENCY OWNER.
RELOCATION OR ADJUSTMENTS IN THE FIELD, IT SHALL BE
IF ANY INFRASTRUCTURE IS DETERMINED TO BE NEEDING
PER UTILITY MEETINGS, NO IMPACTS ARE ANTICIPATED.-
GENERAL NOTES:
WITHIN THIS PROJECT:
THE FOLLOWING UTILITY COMPANIES ARE LOCATED
LEGEND
/
///
/
U /
/
U
W /
UTILITY POLE/POLE ANCHOR
LIGHT POLE
UTILITY HANDHOLE
UTILITY MANHOLE
UTILITY PEDESTAL
UTILITY METER
UTILITY VALVE
TREES
ELECTRIC MANHOLEE
GAS
ELECTRIC (DISTRIBUTION LINES)
MNDOT TMS FIBER
CONSTRUCTION LIMITS
EXISTING RIGHT-OF-WAY
COMMUNICATION UNDERGROUND
FIBER OPTIC UNDERGROUND
COMMUNICATION UNDERGROUND
COMMUNICATION OVERHEAD
FIBER OPTIC UNDERGROUND
SHEET
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DATEBYREV.
FEETSCALE
250 50
12224 NICOLLET AVENUE
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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\0N1129262\CAD\MS\plans\Existing\cd129262_top001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHF380 385
380 385
NG
GV
V
V
V
GSTA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
TH 61 RIVER OAKS RCUT
EXISTING CONDITIONS PLAN
51
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
LEGEND
/UTILITY POLE/POLE ANCHOR
LIGHT POLE
GAS
ELECTRIC (DISTRIBUTION LINES)
MNDOT TMS FIBER
COMMUNICATION UNDERGROUND
CONSTRUCTION LIMITS
EXISTING RIGHT-OF-WAY
COMMUNICATION UNDERGROUND
FIBER OPTIC UNDERGROUND
COMMUNICATION OVERHEAD
FIBER OPTIC UNDERGROUND
MATCHLINE STA. 386+502' GRAVEL SHLD (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
{ EX TH 61 NB
12' THRU LANE (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
{ EX TH 61 SB
4' GRAVEL SHLD (INP)
12' THRU LANE (INP)
ADDITIONAL LEGEND INFORMATION.
SEE EXISTING CONDITIONS TITLESHEET FOR1.
GENERAL NOTES:
115 KV
TRANSMISSION LINES
XCEL HIGH VOLTAGE
SHEET
ben.johnson7:30:09 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Existing\cd129262_top002.dgnS.P. 8205-156 (TH 61)PPCGHHHCCFCFGCCHHFFF390
390
TH 61 RIVER OAKS RCUT
EXISTING CONDITIONS PLAN
52
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
LEGEND
/UTILITY POLE/POLE ANCHOR
LIGHT POLE
GAS
ELECTRIC (DISTRIBUTION LINES)
MNDOT TMS FIBER
COMMUNICATION UNDERGROUND
CONSTRUCTION LIMITS
EXISTING RIGHT-OF-WAY
COMMUNICATION UNDERGROUND
FIBER OPTIC UNDERGROUND
COMMUNICATION OVERHEAD
FIBER OPTIC UNDERGROUND
MATCHLINE STA. 386+50MATCHLINE STA. 394+00{ EX TH 61 SB
W POINT DOUGLAS RD
{ EX TH 61 NB
E POINT DOUGLAS RD
12' THRU LANE (INP)
12' THRU LANE (INP)
12' RT TURN LANE (INP)
12' LT TURN LANE (INP)
2' AGG SHLD (INP)
2' AGG SHLD (INP)
12' RT TURN LANE (INP)
12' LT TURN LANE (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
4' AGG SHLD (INP)
4' AGG SHLD (INP)
ADDITIONAL LEGEND INFORMATION.
SEE EXISTING CONDITIONS TITLESHEET FOR1.
GENERAL NOTES:
TRANSMISSION LINES
XCEL HIGH VOLTAGE
115 KV
TRANSMISSION LINES
XCEL HIGH VOLTAGE
SHEET
ben.johnson7:30:09 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Existing\cd129262_top003.dgnS.P. 8205-156 (TH 61)HCF395 400
395 400
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
TH 61 RIVER OAKS RCUT
EXISTING CONDITIONS PLAN
53
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
LEGEND
/UTILITY POLE/POLE ANCHOR
LIGHT POLE
GAS
ELECTRIC (DISTRIBUTION LINES)
MNDOT TMS FIBER
COMMUNICATION UNDERGROUND
CONSTRUCTION LIMITS
EXISTING RIGHT-OF-WAY
COMMUNICATION UNDERGROUND
FIBER OPTIC UNDERGROUND
COMMUNICATION OVERHEAD
FIBER OPTIC UNDERGROUNDMATCHLINE STA. 394+0012' RT TURN LANE (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
4' AGG SHLD (INP)
4' AGG SHLD (INP)
{ EX TH 61 NB
{ EX TH 61 SB
12' THRU (INP)
12' THRU (INP)
10' PAVED SHLD (INP)
4' PAVED SHLD (INP)
4' AGG SHLD (INP)
4' AGG SHLD (INP)
E POINT DOUGLAS RD
ADDITIONAL LEGEND INFORMATION.
SEE EXISTING CONDITIONS TITLESHEET FOR1.
GENERAL NOTES:
SHEET
ben.johnson7:30:10 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Removal\cd129262_rem001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHFV
V
V
V
NGG
GG380 385
380 385
STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
TH 61 RIVER OAKS RCUT
REMOVAL PLAN
54
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
LEGEND
REMOVE CONCRETE PAVEMENT
CONSTRUCTION LIMITS
EXISTING RIGHT-OF-WAY
(FULL DEPTH)
SAWING BITUMINOUS PAVEMENT
(FULL DEPTH)
SAWING CONCRETE PAVEMENT
PAVEMENT
REMOVE BITUMINOUS SHOULDER
REMOVE TENSION CABLE GUARDRAIL
REMOVE PIPE DRAIN
MATCHLINE STA. 386+50{ EX TH 61 SB
{ EX TH 61 NB
60' LT
+24
24' LT
+16
16' LT
+17
11' RT
+79
12' RT
+76
23' RT
+76
21' RT
+79
13' LT
+30
13' LT
+92
17' LT
+30
17' LT
+92
64' LT
+24
CABLE GUARDRAIL (INCIDENTAL)
PROTECT REMAINING TENSION
(INCIDENTAL)
PROTECT GUARDRAIL
(INCIDENTAL)
PROTECT TMS CAMERA
30' LT
+24
PROTECT ALL TREES WITHIN MNDOT R/W (INCIDENTAL)-
DELINEATOR, AND MARKER REMOVALS.
SEE SIGNING & STRIPING PLAN FOR SIGN,-
GENERAL NOTES:
SHEET
ben.johnson7:30:11 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Removal\cd129262_rem002.dgnS.P. 8205-156 (TH 61)PPCGHHHCCFCFGCCHHFFF390
390
TH 61 RIVER OAKS RCUT
REMOVAL PLAN
55
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
LEGEND
REMOVE CONCRETE PAVEMENT
CONSTRUCTION LIMITS
EXISTING RIGHT-OF-WAY
(FULL DEPTH)
SAWING BITUMINOUS PAVEMENT
(FULL DEPTH)
SAWING CONCRETE PAVEMENT
PAVEMENT
REMOVE BITUMINOUS SHOULDER
REMOVE TENSION CABLE GUARDRAIL
REMOVE PIPE DRAIN
MATCHLINE STA. 386+50MATCHLINE STA. 394+00W POINT DOUGLAS RD
E POINT DOUGLAS RD
{ EX TH 61 SB
{ EX TH 61 NB
64' LT
+85
12' LT
+33
60' LT
+85
16' LT
+33
PROTECT ALL TREES WITHIN MNDOT R/W (INCIDENTAL)-
DELINEATOR, AND MARKER REMOVALS.
SEE SIGNING & STRIPING PLAN FOR SIGN,-
GENERAL NOTES:
39' LT
+08
39' LT
+81
ARM EXTENSION (INCIDENTAL)
PROTECT EXISTING LIGHT POLE
LANDSCAPING (INCIDENTAL)
PROTECT EXISTING SIGN AND
MAILBOX (INCIDENTAL)
PROTECT EXISTING SIGN
ARM EXTENSION (INCIDENTAL)
PROTECT EXISTING LIGHT POLE
MAILBOX (INCIDENTAL)
PROTECT EXISTING SIGN
REMOVE ANCHORAGE ASSEMBLY - TENSION CABLE
REMOVE ANCHORAGE ASSEMBLY - TENSION CABLE
SHEET
ben.johnson7:30:12 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Removal\cd129262_rem003.dgnS.P. 8205-156 (TH 61)HCF395 400
395 400
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
TH 61 RIVER OAKS RCUT
REMOVAL PLAN
56
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
LEGEND
REMOVE CONCRETE PAVEMENT
CONSTRUCTION LIMITS
EXISTING RIGHT-OF-WAY
(FULL DEPTH)
SAWING BITUMINOUS PAVEMENT
(FULL DEPTH)
SAWING CONCRETE PAVEMENT
PAVEMENT
REMOVE BITUMINOUS SHOULDER
REMOVE TENSION CABLE GUARDRAIL
REMOVE PIPE DRAIN
MATCHLINE STA. 394+00{ EX TH 61 SB
{ EX TH 61 NB
88' LT
+37
100' LT
+37
98' LT
+79
88' LT
+79
64' LT
+67
64' LT
+29
60' LT
+29
60' LT
+67
51' LT
+38
CABLE GUARDRAIL (INCIDENTAL)
PROTECT REMAINING TENSION
13' LT
+89
PROTECT ALL TREES WITHIN MNDOT R/W (INCIDENTAL)-
DELINEATOR, AND MARKER REMOVALS.
SEE SIGNING & STRIPING PLAN FOR SIGN,-
GENERAL NOTES:
HEADWALL (INCIDENTAL)
PROTECT EXISTING CONCRETE
REMOVE CONCRETE HEADWALL
41' LT
+97
SHEET
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DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Const\cd129262_cpp001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHFNGG
GGV
V
V
V
380 385
380 385
2526STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
TH 61 RIVER OAKS RCUT
CONSTRUCTION PLAN
57
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
TRAFFIC FLOW
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
LEGEND
TENSION CABLE GUARDRAIL
8.5" CONCRETE PAVEMENT
CONCRETE CURB RAMP WALK
6" CONCRETE WALK/
AGGREGATE SURFACING (CV) CLASS 1
MATCHLINE STA. 386+501:21:2
{ SMUT
{ EX TH 61 SB
{ EX TH 61 NB
10' PAVED SHLD
12' THRU LANE (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
2' GRAVEL SHLD (INP)
31' MEDIAN
12' LT TURN LANE
56'R 7
6'R32'R11' RT
+79
12' RT
+76
23' RT
+76
13' LT
+92
13' LT
+30
64' LT
+24
60' LT
+14
STA. 383+50, 36' LT
CABLE GUARDRAIL
END TENSION
STA. 384+64, 30' LT
CABLE GUARDRAIL
BEGIN TENSION
TENSION CABLE GUARDRAIL
30' LT OFFSET
TENSION CABLE GUARDRAIL
30' LT OFFSET
52' LT
+86
23' RT
+79
49' RT
+35
49' RT
+61
25' RT
+13
36' LT
+50
CABLE GUARDRAIL (INCIDENTAL)
CONNECT TO INPLACE TENSION
STA. 380+24, 30' LT
CABLE GUARDRAIL
BEGIN TENSION
1:2530' LT
+99
SHEET
ben.johnson7:30:13 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Const\cd129262_cpp002.dgnS.P. 8205-156 (TH 61)PCGHHHCCFCFGCCHHFFF390
390
TH 61 RIVER OAKS RCUT
CONSTRUCTION PLAN
58
105DEREK J ARENS
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BDJ
BDJ
DJA
TRAFFIC FLOW
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
LEGEND
TENSION CABLE GUARDRAIL
8.5" CONCRETE PAVEMENT
CONCRETE CURB RAMP WALK
6" CONCRETE WALK/
AGGREGATE SURFACING (CV) CLASS 1
MATCHLINE STA. 386+50MATCHLINE STA. 394+001:5
:101
W POINT DOUGLAS RD
E POINT DOUGLAS RD
{ EX TH 61 SB
{ EX TH 61 NB
31' MEDIAN
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
12' RT TURN LANE (INP)
2' GRAVEL SHLD (INP)
64' LT
+85
51' LT
+45
12' LT
+33
25' LT
+14
STA. 390+34, 45' LT
CABLE GUARDRAIL
BEGIN TENSION
STA. 390+04, 30' LT
CABLE GUARDRAIL
END TENSION
TENSION CABLE GUARDRAIL
30' LT OFFSET
TENSION CABLE GUARDRAIL
45' LT OFFSET
60' LT
+22
60' LT
+16
16' LT
+16
18' LT
+22
12' LT TURN LANE
12' LT TURN LANE
SHEET
ben.johnson7:30:14 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Const\cd129262_cpp003.dgnS.P. 8205-156 (TH 61)HCF395 400
395 400
25
26
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
TH 61 RIVER OAKS RCUT
CONSTRUCTION PLAN
59
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
TRAFFIC FLOW
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
LEGEND
TENSION CABLE GUARDRAIL
8.5" CONCRETE PAVEMENT
CONCRETE CURB RAMP WALK
6" CONCRETE WALK/
AGGREGATE SURFACING (CV) CLASS 1
MATCHLINE STA. 394+001:2 1:2{ NMUT
10' PAVED SHLD
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
2' GRAVEL SHLD (INP)
10' PAVED SHLD (INP)
2' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
{ EX TH 61 SB
{ EX TH 61 NB
31' MEDIAN 56'R32'R
7
6'RANCHORAGE ASSEMBLY - TENSION CABLE
88' LT
+37
88' LT
+79
64' LT
+67
17' LT
+35
64' LT
+29
60' LT
+29
STA. 395+94, 46' LT
CABLE GUARDRAIL
END TENSION
TENSION CABLE GUARDRAIL
46' LT OFFSET
60' LT
+67
98' LT
+74
100' LT
+37
25' LT
+73
13' LT
+89
41' LT
+97
102' LT
+44 126' LT
+96
126' LT
+23
100' LT
+79
12' LT TURN LANE
ben.johnson7:30:15 AM4/24/2024pdf-B and W.pltcfgbmi.tblH:\COTT\0N1129262\CAD\MS\plans\Profile\cd129262_pro001.dgn
SHEET
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.
S.P. 8205-156
385 390 395889.70889.76889.83889.76889.66889.81889.92890.00890.07890.19890.25890.29890.33890.60890.64890.68890.70890.71890.74890.76890.76890.75890.72890.66890.63890.56890.50{ E POINT DOUGLAS RD
U-TURN
MEDIAN
SB
U-TURN
MEDIAN
NB
889.62 EXISTING889.84 EXISTING887.09 DITCH+0.35%887.02888.90887.26887.44887.62887.79887.97888.14888.32888.50888.67888.85-0.32%888.57886.79888.48888.32888.16888.00887.84887.68887.51887.35887.19887.03886.87385 390 395889.49889.55889.61889.64889.67889.69889.75889.82889.85889.91889.94889.96889.91889.82889.39889.62889.52889.40889.37889.29889.19889.09889.00889.08888.94888.84888.74888.64{ W POINT DOUGLAS RD
U-TURN
MEDIAN
SB
U-TURN
MEDIAN
NB
889.42 EXISTING
850
860
870
880
890
900
850
860
870
880
890
EXISTING GROUND
EXISTING GROUND
TRAFFIC
TRAFFIC
TH 61 NB PROFILE
TH 61 SB PROFILE
910
920
930
840
850
860
870
880
890
900
910
920
930
840
840
900
910
920
930
850
860
870
880
890
840
900
910
920
930
DITCH PROFILE
MEDIAN
TH 61 RIVER OAKS RCUT
CONSTRUCTION PROFILES
60
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
GROVE OR FIELD ENGINEER.
ON VERTICAL CONTROL POINTS, CONTACT CITY OF COTTAGE
ELEVATIONS FOR THIS PLAN ARE NAVD88. FOR INFORMATION
NOTE:
STA 383+79
TH 61 NB
BEGIN S.P. 8205-156
PAVEMENT CONSTRUCTION
BEGIN FULL DEPTH
STA 396+89
TH 61 NB
END S.P. 8205-156
PAVEMENT CONSTRUCTION
END FULL DEPTH
STA 383+79
TH 61 NB
BEGIN S.P. 8205-156
PAVEMENT CONSTRUCTION
BEGIN FULL DEPTH
STA 396+89
TH 61 NB
END S.P. 8205-156
PAVEMENT CONSTRUCTION
END FULL DEPTH
ben.johnson7:30:15 AM4/24/2024pdf-B and W.pltcfgbmi.tblH:\COTT\0N1129262\CAD\MS\plans\Profile\cd129262_pro002.dgn
SHEET
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.
S.P. 8205-156889.56886.87888.73889.27 EXISTING890.20 PROPOSED890.30VPI +05.86EL. 888.53-3
.00%+2.00%
20.00' V.C.
K = 4
ex = 0.12'888.86VPC +95.86 EL. 888.83VPT +15.86 EL. 888.73888.82887.22889.27888.71 EXISTING889.26 PROPOSED889.36VPI +72.12EL. 888.71-2.50%+2.00%
20.00' V.C.
K = 4
ex = 0.11'889.71VPC +62.12 EL. 888.96VPT +82.12 EL. 888.91
25
EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE PROPOSED GRADE
26 25 26
TH 61 RIVER OAKS RCUT
CONSTRUCTION PROFILES
61
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
TH 61 NB MUT PROFILE TH 61 SB MUT PROFILE
850
860
870
880
890
900
910
920
930
840
850
860
870
880
890
900
910
920
930
840
850
860
870
880
890
900
910
920
930
840
850
860
870
880
890
900
910
920
930
840
850
860
870
880
890
900
910
920
930
840
TRAFFIC TRAFFIC
CONTROL POINT TABLES ON SHEET 65
NOTE:
TH 61 RIVER OAKS RCUT
INTERSECTION DETAILS
62
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
384 386
386384
>
0.5%
>
0.5%
SHEET
ben.johnson7:30:16 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
100 20
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\0N1129262\CAD\MS\plans\Intersection Details\cd129262_int001.dgnS.P. 8205-156 (TH 61)
385
385
GFP889.524
100
(BR)
889.444
101
889.406
103
(ER)
889.575
104
(BR)
889.356
110
888.857
109
(ER-BR)
889.077
107
889.352
106
(ER)
889.699
105
889.698
111
889.498
112
889.084
114
889.646
115
889.664
116
889.226
113
889.904
117
(LP)
889.357
102
(LP)
888.829
108
889.269
160
888.851
161
889.282
162
889.042
163
889.785
165
889.462
166
889.886
167889.728
164
889.836
168
889.408
169
889.155
170
889.418
171
889.210
172
889.566
173 2526{ SMUT
1:21:2
{ EX TH 61 SB
{ EX TH 61 NB
F
LEGEND
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
XXX
PROPOSED / EXISTING DRAINAGE FLOW ARROW
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
CONTROL POINTS
CULVERT END
AGGREGATE SURFACING (CV) CLASS 1
W POINT DOUGLAS RD
E POINT DOUGLAS RD
CONTROL POINT TABLES ON SHEET 65
NOTE:
TH 61 RIVER OAKS RCUT
INTERSECTION DETAILS
63
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
389 391
391
SHEET
ben.johnson7:30:17 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
100 20
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\0N1129262\CAD\MS\plans\Intersection Details\cd129262_int002.dgnS.P. 8205-156 (TH 61)
390
390
PFG889.727
118
889.904
120
889.824
119
890.166
133
890.322
135
890.246
134
889.82
122
889.80
131
889.64
123
889.58
130
889.98
124
889.92
129
890.18
125
890.15
128
890.22
126
890.19
127
889.86
121
889.84
132
1:5
1:10
{ EX TH 61 SB
{ EX TH 61 NB 0"0"0"0"F
F
F
LEGEND
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
XXX
PROPOSED / EXISTING DRAINAGE FLOW ARROW
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
CONTROL POINTS
CULVERT END
AGGREGATE SURFACING (CV) CLASS 1
{ NMUT
1:2 1:2 CONTROL POINT TABLES ON SHEET 65
NOTE:
TH 61 RIVER OAKS RCUT
INTERSECTION DETAILS
64
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
396
396
397
397
SHEET
ben.johnson7:30:18 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
100 20
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\0N1129262\CAD\MS\plans\Intersection Details\cd129262_int003.dgnS.P. 8205-156 (TH 61)
395
395 H889.129
136
888.888
137
888.870
138
888.195
139
888.146
140
888.508
141
888.787
142
(ER)
888.782
143
(ER)
888.857
153
888.664
151
(ER-BR)
888.972
150
889.635
149
(BR)
890.295
148
890.539
147
(BR)
890.407
146
888.995
145
(LP)
888.652
152
(LP)
888.599
144
888.790
174
25
26
{ EX TH 61 SB
{ EX TH 61 NB
F
LEGEND
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
LANDING AREA - 4' X 4' MIN. DIMENSIONS
SHALL NOT EXCEED 2.0%
IN THE DIRECTION SHOWN AND CROSS SLOPE
BE GREATER THAN 2.0% AND LESS THAN 5.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL
TRUNCATED DOMES (SEE STANDARD PLATE 7038)
XXX
PROPOSED / EXISTING DRAINAGE FLOW ARROW
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
CONTROL POINTS
CULVERT END
AGGREGATE SURFACING (CV) CLASS 1
TH 61 RIVER OAKS RCUT
INTERSECTION DETAILS
65
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
POINTSCONTROL
NO.POINT X Y Z NOTES
SMUT
100 487362.945 115634.255 889.524
101 487365.881 115636.972 889.444 (2)
102 487382.479 115632.917 889.357 (3)
103 487393.269 115633.026 889.406
104 487419.203 115642.674 889.575 (1)
105 487393.083 115670.864 889.699 (1)
106 487380.526 115665.550 889.352
107 487366.897 115665.945 889.077 (2)(1)
108 487350.826 115671.935 888.829 (3)
109 487346.570 115674.270 888.857
110 487329.473 115688.060 889.356 (2)
LOONHEADS
111 487448.564 115652.018 889.698
112 487455.905 115658.809 889.498
113 487438.376 115719.006 889.226
114 487420.366 115738.481 889.084
115 487366.034 115758.940 889.646
116 487323.747 115804.669 889.664
117 487314.949 115796.508 889.904
160 487446.373 115688.264 889.269
161 487394.478 115744.382 888.851
162 487396.037 115748.522 889.282
163 487418.358 115718.559 889.042
164 487429.486 115672.648 889.728
165 487401.472 115702.943 889.785
166 487408.814 115709.733 889.462
167 487357.224 115750.793 889.886
168 487377.592 115728.767 889.836
169 487384.934 115735.556 889.408
170 487429.371 115728.743 889.155
171 487457.373 115660.167 889.418
172 487447.858 115689.637 889.210
173 487367.502 115760.299 889.566
INTERSECTION
118 487017.528 116024.906 889.727
119 486984.476 116048.822 889.824
120 486981.545 116046.100 889.904
121 486963.748 116071.202 889.860
122 486965.216 116072.561 889.820
123 486971.085 116077.997 889.640
124 486988.053 116093.712 889.980
POINTSCONTROL
NO.POINT X Y Z NOTES
125 486993.922 116099.148 890.180
126 486995.390 116100.507 890.220
127 486991.314 116104.910 890.190
128 486989.846 116103.551 890.150
129 486983.977 116098.115 889.920
130 486967.008 116082.399 889.580
131 486961.139 116076.963 889.800
132 486959.671 116075.604 889.840
133 486983.637 116113.204 890.166
134 486986.574 116115.920 890.246
135 486923.265 116166.595 890.322
LOONHEADN
136 486588.891 116434.423 889.129
137 486580.386 116425.946 888.888
138 486575.060 116431.706 888.870
139 486520.740 116452.161 888.195
140 486502.886 116471.473 888.146
141 486483.872 116530.339 888.508
142 486492.681 116538.488 888.787
174 486573.593 116430.347 888.790
NMUT
143 486521.294 116548.937 888.782 (1)
144 486529.736 116553.765 888.599 (3)
145 486547.235 116558.602 888.995
146 486574.635 116554.660 890.407 (2)
147 486540.869 116596.992 890.539
148 486611.058 116503.577 890.295 (2)
149 486593.949 116517.368 889.635
150 486573.611 116525.688 888.972 (2)(1)
151 486559.967 116526.074 888.664
152 486557.035 116525.376 888.652 (3)
153 486547.403 116520.739 888.857 (1)
NOTES:
(1) RADIUS) (ENDER
(2) RADIUS) (BEGINBR
(3) POINT) (LOWLP
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\0N1129262\CAD\MS\plans\Intersection Details\cd129262_int004.dgnS.P. 8205-156 (TH 61)
SHEET
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DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Panel Layout\cd129262_cpj001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHFNGG
GGV
V
V
V
380 385
380 385
2526STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
A
A
C C
TH 61 RIVER OAKS RCUT
CONCRETE JOINTING PLAN
66
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
CONSTRUCTION LIMITS
LEGEND
SEE STANDARD PLATE 1070
SUPPLEMENTAL STEEL REQUIRED
EXISTING RIGHT-OF-WAY
(EPOXY COATED)
DRILL AND GROUT DOWEL BARS
A
B
C
(INCIDENTAL)
JOINT AT 4" AND 10" FROM JOINT
PERPENDICULAR TO LONGITUDINAL
AT TRANSVERSE JOINT. PLACE BARS
BARS WHERE LONGITUDINAL JOINT ENDS
PLACE 2 NO. 4 X 18" REINFORCING
PROPOSED TENSION CABLE GUARDRAIL
MATCH EXISTING TRANSVERSE JOINTS
BARS (EPOXY COATED)
DRILL AND GROUT REINFORCEMENT
MATCHLINE STA. 386+50{ SMUT
{ EX TH 61 SB
{ EX TH 61 NB
L2TU
C1U-DC1U-D
E1H
L2TU
L1TU
C1U-DC1U-D
B
L2TU
BE CHANGED IF APPROVED BY THE ENGINEER.
PANEL LAYOUT AND JOINT TYPE IN THE PLAN MAY-
AND NO DIRECT PAYMENT WILL BE MADE.
CONSTRUCTION HEADER JOINTS ARE INCIDENTAL-
GENERAL NOTES:
SHEET
ben.johnson7:30:20 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Panel Layout\cd129262_cpj002.dgnS.P. 8205-156 (TH 61)PCGHHHCCFCFGCCHHFFF390
390
A
A
TH 61 RIVER OAKS RCUT
CONCRETE JOINTING PLAN
67
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
CONSTRUCTION LIMITS
LEGEND
SEE STANDARD PLATE 1070
SUPPLEMENTAL STEEL REQUIRED
EXISTING RIGHT-OF-WAY
(EPOXY COATED)
DRILL AND GROUT DOWEL BARS
A
B
C
(INCIDENTAL)
JOINT AT 4" AND 10" FROM JOINT
PERPENDICULAR TO LONGITUDINAL
AT TRANSVERSE JOINT. PLACE BARS
BARS WHERE LONGITUDINAL JOINT ENDS
PLACE 2 NO. 4 X 18" REINFORCING
PROPOSED TENSION CABLE GUARDRAIL
MATCH EXISTING TRANSVERSE JOINTS
BARS (EPOXY COATED)
DRILL AND GROUT REINFORCEMENT
MATCHLINE STA. 386+50MATCHLINE STA. 394+00W POINT DOUGLAS RD
E POINT DOUGLAS RD
{ EX TH 61 SB
L2TU
L2TU
C1U-D
C1U-D
BE CHANGED IF APPROVED BY THE ENGINEER.
PANEL LAYOUT AND JOINT TYPE IN THE PLAN MAY-
AND NO DIRECT PAYMENT WILL BE MADE.
CONSTRUCTION HEADER JOINTS ARE INCIDENTAL-
GENERAL NOTES:
{ EX TH 61 SB
WHERE TAPERED PANELS ARE LESS THAN 6 FEET WIDE
AND ALONG EACH SIDE OF THE LONGITUDINAL JOINT
PLACE NO.4 REINFORCEMENT BAR 4 INCHES FROM
WHERE TAPERED PANELS ARE LESS THAN 6 FEET WIDE
AND ALONG EACH SIDE OF THE LONGITUDINAL JOINT
PLACE NO.4 REINFORCEMENT BAR 4 INCHES FROM
SHEET
ben.johnson7:30:21 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Panel Layout\cd129262_cpj003.dgnS.P. 8205-156 (TH 61)HCF395 400
395 400
25
26
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
A
A
CC
TH 61 RIVER OAKS RCUT
CONCRETE JOINTING PLAN
68
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
CONSTRUCTION LIMITS
LEGEND
SEE STANDARD PLATE 1070
SUPPLEMENTAL STEEL REQUIRED
EXISTING RIGHT-OF-WAY
(EPOXY COATED)
DRILL AND GROUT DOWEL BARS
A
B
C
(INCIDENTAL)
JOINT AT 4" AND 10" FROM JOINT
PERPENDICULAR TO LONGITUDINAL
AT TRANSVERSE JOINT. PLACE BARS
BARS WHERE LONGITUDINAL JOINT ENDS
PLACE 2 NO. 4 X 18" REINFORCING
PROPOSED TENSION CABLE GUARDRAIL
MATCH EXISTING TRANSVERSE JOINTS
BARS (EPOXY COATED)
DRILL AND GROUT REINFORCEMENT
MATCHLINE STA. 394+00{ NMUT
{ EX TH 61 SB
{ EX TH 61 NB
L2TU
L2TU
L1TU
E1H
C1U-D
C1U-D
L2TU
C1U-D
B
BE CHANGED IF APPROVED BY THE ENGINEER.
PANEL LAYOUT AND JOINT TYPE IN THE PLAN MAY-
AND NO DIRECT PAYMENT WILL BE MADE.
CONSTRUCTION HEADER JOINTS ARE INCIDENTAL-
GENERAL NOTES:
SHEET
ben.johnson7:30:22 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Drainage\cd129262_drp001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHFNGG
GGV
V
V
V
380 385
380 385
2526TH 61 RIVER OAKS RCUT
DRAINAGE PLAN
69
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJ
STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
5000 5001
5004 5005
LEGEND
DRAINAGE STRUCTURE NUMBER
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
PROPOSED STORM SEWER AND/OR CULVERT
XXXX
PROPOSED 4" SUBDRAIN (UNLESS NOTED)
PROPOSED APRON
PROPOSED PRECAST CONC HEADWALL
PROP./EXIST. SURFACE FLOW DIRECTION
PROPOSED TENSION CABLE GUARDRAIL
MATCHLINE STA. 386+50{ EX TH 61 SB
{ EX TH 61 NB
12' THRU LANE (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
2' GRAVEL SHLD (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
12' LT TURN LANE
31' MEDIAN
10' PAVED SHLD
{ SMUT
SINGLE DISCHARGE DETAIL
SEE STANDARD PLAN 5-297.433
SHEET
ben.johnson7:30:22 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Drainage\cd129262_drp002.dgnS.P. 8205-156 (TH 61)PCGHHHCCFCFGCCHHFFF390
390
TH 61 RIVER OAKS RCUT
DRAINAGE PLAN
70
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJ
LEGEND
DRAINAGE STRUCTURE NUMBER
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
PROPOSED STORM SEWER AND/OR CULVERT
XXXX
PROPOSED 4" SUBDRAIN (UNLESS NOTED)
PROPOSED APRON
PROPOSED PRECAST CONC HEADWALL
PROP./EXIST. SURFACE FLOW DIRECTION
PROPOSED TENSION CABLE GUARDRAIL
MATCHLINE STA. 386+50MATCHLINE STA. 394+00{ EX TH 61 SB
{ EX TH 61 NB
W POINT DOUGLAS RD
E POINT DOUGLAS RD
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
12' RT TURN LANE (INP)
2' GRAVEL SHLD (INP)
SLOPE TO DISCHARGE
HAVE MINIMUM 0.2%
SUBSURFACE DRAIN TO
SLOPE TO DISCHARGE
HAVE MINIMUM 0.2%
SUBSURFACE DRAIN TO
SHEET
ben.johnson7:30:23 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Drainage\cd129262_drp003.dgnS.P. 8205-156 (TH 61)HCF395 400
395 400
25
26
TH 61 RIVER OAKS RCUT
DRAINAGE PLAN
71
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJ
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
5002
5003
LEGEND
DRAINAGE STRUCTURE NUMBER
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
PROPOSED STORM SEWER AND/OR CULVERT
XXXX
PROPOSED 4" SUBDRAIN (UNLESS NOTED)
PROPOSED APRON
PROPOSED PRECAST CONC HEADWALL
PROP./EXIST. SURFACE FLOW DIRECTION
PROPOSED TENSION CABLE GUARDRAIL
MATCHLINE STA. 394+00{ EX TH 61 SB
{ EX TH 61 NB
E POINT DOUGLAS RD
31' MEDIAN
12' THRU LANE (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
2' GRAVEL SHLD (INP)
10' PAVED SHLD (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
2' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
10' PAVED SHLD
{ NMUT
12' LT TURN LANE
"Y" DISCHARGE DETAIL
SEE STANDARD PLAN 5-297.433
SINGLE DISCHARGE DETAIL
SEE STANDARD PLAN 5-297.433
880
875
885
890
895
880
875
885
890
895
880
875
885
890
895
880
875
885
890
895
PROPOSED SURFACE(TYP)
PROPOSED SURFACE(TYP)
EXISTING SURFACE(TYP)
EXISTING SURFACE(TYP)
TH 61 RIVER OAKS RCUT
DRAINAGE PROFILES & TABULATION
72
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJ
880
875
885
890
895895
890
885
880
875
PROPOSED SURFACE(TYP)
EXISTING SURFACE(TYP)
(3) DRAINAGESUBSURFACE DR-2
ALIGN
STATION
LOCATION STRUCTUREOUTLET
2502
DRAIN
PIPEPE
PERF4"
DRAIN
PIPE4"TP
HEADWALL
CONCRETE
PRECAST
4"
FROM
FLOWS
TO
FLOWS
FTLIN FTLIN EACH
8205-156S.P.
NB 61T.H.
390+33 395+20 LT HEADWALLPRECAST 482 10 1
395+20 396+78 LT HEADWALLPRECAST 167 8 1
395+36 396+78 LT 153
SB 61T.H.
389+86 386+81 RT 305
386+81 383+61 RT HEADWALLPRECAST 320 8 1
385+76 383+77 RT 209
TOTALS 8205-156S.P.1636 26 3
NOTES:
TO REQUIRED APPURTENANCES AND FITTINGS PIPE ALL (3)
INCIDENTAL ARE CONNECTIONS MAKE
TABULATIONDRAINAGE DR-1
NO.STRUCTURE
LOCATION
(1)
INVERT
UPSTREAM
(1)
INVERT
DOWNSTREAM
2501 2451 2554
3006DESIGN
(2)
61:
APRON
SAFETY
RC
1:6
3128
DES
GRATE
APRON
SAFETY
CS
(CV) BEDDING AGGREGATEFINE SPECIAL TYPE POSTGUIDEREMARKS
TYPE STATION ALIGN. (FT)OFFSET
CULVERT PIPERC
FROM
FLOWS
TO
FLOWS VCL12" VCL15"12"15" FTLIN FTLIN EACH EACH YDCU EACH
5001 5000 384+87.0 NBTH61 33.5 LT 887.04 886.92 117 1 72.35 1
5000 OUTLET 383+70.0 NBTH61 37.7 LT 886.92 1 1
5002 5003 395+72.5 NBTH61 41.0 LT 886.80 886.69 110 1 68.26 1
5003 OUTLET 396+82.5 NBTH61 39.9 LT 886.69 1 1
5005 5004 385+08.7 NBTH61 56.4 RT 884.00 883.00 150 1 82.84 1
5004 OUTLET 383+58.4 NBTH61 55.4 RT 883.00 1 1
SUBTOTAL 8205-156 S.P.TH61 150 227 2 4 223 6
NOTES:
AT: IS OFFSET AND STA. -
OTHERWISE NOTED UNLESS CASTING, OF CENTER - APRON THE OF END THE TO ARE ELEVATIONS INVERT THE(1)
APRON PIPE OF END - LENGTH. APRON INCLUDE NOT DO TABULATIONS IN LENGTHS PIPE(2)
SECTIONS. END FLARED ON REQUIRED NOT ARE GRATES - LENGTH. APRON INCLUDE NOT DO PROFILES IN LENGTHS PIPE
ben.johnson7:30:24 AM4/24/2024pdf-B and W.pltcfgbmi.tblH:\COTT\0N1129262\CAD\MS\plans\Drainage\cd129262_drp004.dgnSHEET
OF
DATEBYREV.
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
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.
R
FEETSCALE
250 50
S.P. 8205-156
5001
I=887.04
5000
I=886.92
117 LF
RCP CL V
@ 0.10%
15"
5002
I=886.80
LF
RCP CL V
@ 0.10%
5003
I=886.69
15"
110
I=883.00
5004
I=884.00
5005
V CLRCP
150
12"
0.67%@
SCALE
25 FEET2.5 FEET
SHEET
ben.johnson7:30:25 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Grading\cd129262_con001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHFNGG
GGV
V
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V
874
8
7
5
875875876876
876
877
877
8
7
8
878
8788
7
9
879
8798
8
0880880
880
880880 8
8
1
8818
8
1
881881
882882882
882883883883
883883
883
883
884
8
8
4
884884
884884884884884
884884
8858858858858858858858858858858858
8
5
8
8
5885
885885 885 885885885
885885885885885885885885
885885885
8858858858
8
6
886
886 886886886886886
886
8
8
6886
887
887887887887 887887887
887887
887887887887887
887
887887887888
888888
888 888888888888
888888888888
888 888
888
888888888889889
8
8
9
889889889889889 889 889 889
889889889889889 889
889889889890890 8908
9
0
890
891
891891 8928
9
2 8938
9
3
894894894894380 385
380 385
889888
889888883
884
885885885
886886
887
887
888889887887888888888887
888
889889889889 2526STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
T.H. 61 RIVER OAKS RCUT
GRADING PLAN
73
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
LEGEND
EXISTING RIGHT OF WAY
CONSTRUCTION LIMITS
EXISTING CONTOURS
PROPOSED CONTOURS
MATCHLINE STA. 386+50{ EX TH 61 NB
{ EX TH 61 SB
{ SMUT
SHEET
ben.johnson7:30:26 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Grading\cd129262_con002.dgnS.P. 8205-156 (TH 61)PCGHHHCCFCFGCCHHFFF883883883884
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4
884885885885885
885885885
885
885885885885 886886886886
886886
886
8
8
6886886886
886 886886886886886886886 886886886886886887887887
88
7887887
887
887887887887887887
887
887887
887887887887887887887887887887887887887887888888 888888888 888888 888
888888
888
888888 888888
888
888
888888
888888888
888888888888888888
888 888889
889
889 889889
889889889 889
889
889 889889889 889889889889889
889
889889889889889889889889889889889889890890890890890890890
890 890
890
890 890 890890890890890
890
890
891
891891 892892893390
390
888
889
889889
889890890890889889
890888889890888
889
890T.H. 61 RIVER OAKS RCUT
GRADING PLAN
74
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
LEGEND
EXISTING RIGHT OF WAY
CONSTRUCTION LIMITS
EXISTING CONTOURS
PROPOSED CONTOURS
MATCHLINE STA. 386+50MATCHLINE STA. 394+00{ EX TH 61 NB
{ EX TH 61 SB
SHEET
ben.johnson7:30:27 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Grading\cd129262_con003.dgnS.P. 8205-156 (TH 61)HCF879880880880880881881881882882882882882882 882882882882882882882
882882883883883883883883
883883883883883883
883883883883884884884884884884884884884884884
884884884
88588588588588588588588588
5885885
885885
885
885 885885885885885885885
886886886886 886886
886886886
886
886886886886886886886887887887887887
887
887 887887887887
887
887887887887887887887
887 887887887
887 888888888888
888 888 888 888888888888888888888888888888
888
888888888888888888 888888888888889889889
889 889 889 889889889889889
889
889889889889889889889
889890
890890890890890890890890 890 890 890 890 890
890 890
8908
9
0
8908908918
9
2
395 400
395 400
888889890887887888
890889
88888788588688788888925
26
0.02
+55 +73 +35 +89
0.02
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
T.H. 61 RIVER OAKS RCUT
GRADING PLAN
75
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
0.03
0.05
LEGEND
EXISTING RIGHT OF WAY
CONSTRUCTION LIMITS
EXISTING CONTOURS
PROPOSED CONTOURSMATCHLINE STA. 394+00{ EX TH 61 SB
{ NMUT
{ EX TH 61 NB
SHEET
ben.johnson7:30:28 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Turf\cd129262_tep001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHFNGG
GGV
V
V
V
2526STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
TH 61 RIVER OAKS RCUT
TURF ESTABLISHMENT & EROSION CONTROL PLAN
76
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJ
CP
CP
LEGEND
SEED MIX 25-131
FERTILIZER TYPE 3
FIBER MATRIX
HYDRAULIC REINFORCED
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
TYPE WOOD FIBER
SEDIMENT CONTROL LOG (SCL)
CP CULVERT END CONTROLS
CATEGORY 20
ROLLED EROSION PREVENTION
(MACHINE SLICED)
SILT FENCE, TYPE MS
MATCHLINE STA. 386+502' GRAVEL SHLD (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
{ EX TH 61 NB
{ EX TH 61 SB
{ SMUT
2' GRAVEL SHLD (INP)
10' PAVED SHLD (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
12' LT TURN LANE
31' MEDIAN
380 385
380 385
SHEET
ben.johnson7:30:28 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Turf\cd129262_tep002.dgnS.P. 8205-156 (TH 61)PCGHHHCCFCFGCCHHFFFTH 61 RIVER OAKS RCUT
TURF ESTABLISHMENT & EROSION CONTROL PLAN
77
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJ
LEGEND
SEED MIX 25-131
FERTILIZER TYPE 3
FIBER MATRIX
HYDRAULIC REINFORCED
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
TYPE WOOD FIBER
SEDIMENT CONTROL LOG (SCL)
CP CULVERT END CONTROLS
CATEGORY 20
ROLLED EROSION PREVENTION
(MACHINE SLICED)
SILT FENCE, TYPE MS
MATCHLINE STA. 386+50MATCHLINE STA. 394+0012' THRU LANE (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
{ EX TH 61 NB
31' MEDIAN
12' THRU LANE (INP)
12' THRU LANE (INP)
12' RT TURN LANE (INP)
2' GRAVEL SHLD (INP)
E POINT DOUGLAS RD
W POINT DOUGLAS RD
{ EX TH 61 SB
390
390
SHEET
ben.johnson7:30:29 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Turf\cd129262_tep003.dgnS.P. 8205-156 (TH 61)HCF25
26
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
TH 61 RIVER OAKS RCUT
TURF ESTABLISHMENT & EROSION CONTROL PLAN
78
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJCPLEGEND
SEED MIX 25-131
FERTILIZER TYPE 3
FIBER MATRIX
HYDRAULIC REINFORCED
EXISTING RIGHT-OF-WAY
CONSTRUCTION LIMITS
TYPE WOOD FIBER
SEDIMENT CONTROL LOG (SCL)
CP CULVERT END CONTROLS
CATEGORY 20
ROLLED EROSION PREVENTION
(MACHINE SLICED)
SILT FENCE, TYPE MS
MATCHLINE STA. 394+00{ NMUT
{ EX TH 61 NB
12' LT TURN LANE (INP)
31' MEDIAN
12' THRU LANE (INP)
12' THRU LANE (INP)
10' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
2' GRAVEL SHLD (INP)
10' PAVED SHLD (INP)
12' THRU LANE (INP)
12' THRU LANE (INP)
2' PAVED SHLD (INP)
2' GRAVEL SHLD (INP)
{ EX TH 61 SB
395 400
395 400
TH 61 RIVER OAKS RCUT
STORMWATER POLLUTION PREVENTION PLAN
79
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJ
CITY OF COTTAGE GROVE JOE FOX 651-458-2826
CITY OF COTTAGE GROVE JOE FOX 651-458-2826
1.68
0.0
0.69
491
312
EACH
823
1.35
297
5267
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG TYPE WOOD FIBER
CULVERT END CONTROLS
ROLLED EROSION PREVENTOIN CATEGORY 20
SEEDING
SEED MIXTURE 25-131
HYDRAULIC REINFORCED FIBER MATRIX
3
1
LIN FT
LIN FT
SQ YD
DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT:
Construction activities include: Site grading, median turnaround and turn lane shoulder construction,
temporary erosion and sediment control, and permanent stabilization.
Stormwater on SB TH61 sheet flows to the median ditch or the roadside ditch, and may infiltrate into
sandy soils before draining NE through municipal storm pipe. Stormwater may also drain west to an
unnamed pond or south to an unnamed pond, with both located on the adjacent golf course. Stormwater
on NB TH61 sheet flows to the roadside and median ditches.
After construction is complete stormwater will sheet flow west off the north median turnaround into the
median ditch. Stormwater from the north turn lane shoulder will drain to the roadside ditch and then to
existing storm pipe or to the unnamed ponds. Stormwater from the south median turnaround will also
drain to the median ditch, and from the south turn lane shoulder to the roadside ditch. Existing drainage
patterns will remain the same.
This project will not include permanent BMPs, as it creates less than 1 acre of new impervious. This
project will include the following temporary BMPs: silt fence, erosion control blanket, seeding, and biologs.
meeting the minimum requirements of Section 1717 of the Minnesota Standard Specifications for Construction.
The Contractor is required to provide an updated schedule and site management plan IMPLEMENTATION SCHEDULE AND PHASING:
considered complete.
Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is 11)
Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner.10)
Ensure final stabilization measures are complete.9)
Add additional temporary BMPs as necessary during construction based on inspection reports. 8)
Stabilize site with erosion control blanket 7)
Install temporary erosion and sediment control 6)
Construct improvements as per plan set5)
Conduct removals as per plan set4)
Grade site3)
Install perimeter sediment control, inlet protection, and construction exit.2)
Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes.
Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion & Sediment
Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to: 1)
ACRE
POUND
POUND
STABILIZED CONSTRUCTION EXIT LUMP SUM
SHEET
ben.johnson7:30:30 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SWPPP\cd129262_swppp001.dgnS.P. 8205-156 (TH 61)
PLAN (SWPPP)
POLLUTION PREVENTION
STORMWATER
PERMANENT STORMWATER MANAGEMENT SYSTEM:
Type of storm water management used if more than 1 acre of new impervious surface is created:
LOCATION
PROJECT
BOUNDARY
1-MILE
WATERS
RECEIVING
WASHINGTON
COTTAGE GROVE
TH61-RIVER OAKS RCUT-2024
COUNTY, MINNESOTA
CITY OF
PROJECT LOCATION:
also been incorporated.TMDLs and those BMPs listed for construction related waste load allocations have
activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in approved
7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to construction
Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1-mile of the project boundary are identified on the USGS
RECEIVING WATERS:
project will include the following temporary BMPs: silt fence, erosion control blanket, seeding, and biologs.
This project will not include permanent BMPs, as it creates less than 1 acre of new impervious. This
patterns will remain the same.
drain to the median ditch, and from the south turn lane shoulder to the roadside ditch. Existing drainage
existing storm pipe or to the unnamed ponds. Stormwater from the south median turnaround will also
median ditch. Stormwater from the north turn lane shoulder will drain to the roadside ditch and then to
After construction is complete stormwater will sheet flow west off the north median turnaround into the
on NB TH61 sheet flows to the roadside and median ditches.
unnamed pond or south to an unnamed pond, with both located on the adjacent golf course. Stormwater
sandy soils before draining NE through municipal storm pipe. Stormwater may also drain west to an
Stormwater on SB TH61 sheet flows to the median ditch or the roadside ditch, and may infiltrate into
temporary erosion and sediment control, and permanent stabilization.
Site grading, median turnaround and turn lane shoulder construction,
information shall be kept up to date until the project NOT is filed.
documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This
the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training
training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on
The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing
A Construction SWPPP Manager must be available for an on-site inspection within 72 hours upon request by the MPCA.
and maintenance of the erosion prevention and sediment control BMPs.
of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection
The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application
by the National Pollutant Discharge Elimination System (NPDES) Phase II program.
The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required
RESPONSIBLE PARTIES:
digital format upon written request to the Engineer.
Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in
Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater
The range of soil particle sizes expected to be present on the site.4.
Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 3.
The nature of stormwater runoff and run-on at the site 2.
The expected amount, frequency, intensity, and duration of precipitation. 1.
have been included in the preparation of this SWPPP. These include but are not limited to:
All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge
GENERAL STORMWATER DISCHARGE REQUIREMENTS
and for three (3) years following the NOT.
required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit
Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information
DOCUMENT RETENTION
accommodate Contractor phasing.
Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of BMPs to
sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction
authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and
Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise
ADDITIONAL COMPENSATION
FEETSCALE
0 1500 3000
Permanent Stormwater Management Not Required
Regional Pond
Infiltration/Filtration
Wet Sedimentation Basin
X*
25,26,35,36R21WT027NWashington
LONGITUDELATITUDESECTIONRANGETOWNSHIPCOUNTY
-Biologs
-Seeding
-Erosion Control Blanket
-Silt Fence
UNITQUANTITY BMP SUMMARY
Nutrients, TSSYesYesRiverMississippi River
-YesNoPond/WetlandUnnamed Ponds/Wetlands
3TMDL
Construction Related
USEPA Approved
2Water Within 1-Mile
Flows to Impaired
1Restricted Water
Special, Prohibited,
wetland, lake, etc.)
TYPE (ditch, pond,
NAME OF WATER BODY
XXX-XXX-XXXXXXXXXXXXXX
TBDTBDTBD
TBDTBDTBD
651-318-5045Dominic DiVitaBolton & Menk, Inc.
XXX-XXX-XXXXXXXXXXXXXX
PARTY RESPONSIBLE FOR LONG TERM O&M:
CONSTRUCTION SWPPP MANAGER:
CONTRACTOR:
SWPPP DESIGNER:
OWNER:
PHONECONTACT PERSONCOMPANY
10/31/2024
05/01/2024
0.69
0.69
0.0
1.68
Estimated Construction Completion Date:
Planned Construction Start Date:
ACRESTotal new impervious surface area created =
ACRESPost construction area of impervious surface =
ACRESExisting area of impervious surface =
ACRESTotal Project Size (disturbed area) =
PROJECT AREAS:
PROJECT LOCATION
PROJECT BOUNDARY
NATIONAL WETLANDS INVENTORY
IMPAIRED, SPECIAL OR PROTECTED WATERSOR
1-MILE BOUNDARY
LEGEND
RECEIVING WATERS
R
Construction Related TMDLs include those related to: phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota.3
Identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota.2
Special, prohibited, and restricted waters are listed in Section 23 of the MN Construction Stormwater General Permit (MNR100001).1
*Less than 1 acre of new impervious is created
TH 61 RIVER OAKS RCUT
STORMWATER POLLUTION PREVENTION PLAN
80
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJ
SHEET
ben.johnson7:30:35 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SWPPP\cd129262_swppp002.dgnS.P. 8205-156 (TH 61)
Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT AUTHORIZATION TO
DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN Rl0000l (Permit) as they apply to this project. All
provisions of the Permit including those not specifically cited herein shall apply to this project. The Contractor is responsible to be
familiar with and comply with all conditions of the permit. The full text of the Permit is available at:
https://www.pca.state.mn.us/sites/default/files/wq-strm2-80a.pdf
SWPPP AMENDMENTS AND SUBMITTALS
Contractor must prepare and submit to the Engineer a SWPPP amendment as necessary to include additional Best Management
Practices (BMPs) to correct problems identified or address the following situations.
1.Contact information and training documentation for Construction SWPPP Manager and BMP Installer,
2.There is a change in construction method of phasing, operation, maintenance, weather or seasonal conditions not
anticipated during the design of the SWPPP including but not limited to:
a.Types and/or Locations of BMPs
b.Material Storage and Spill Response
c.Fueling Plans
d.Locations for Stockpiles, Concrete Washout, and Sanitation Facilities and
e.Project Phasing
3.It is determined that the SWPPP is not achieving objectives of minimizing pollutants in stormwater discharges associated with
construction activity, or
4.The SWPPP is not consistent with the terms and conditions of the permit.
The Contractor may implement SWPPP amendments immediately and is not required to wait for Engineer review of the submittal.
The responsibility for completeness of SWPPP amendments and compliance with the Permit lies with the Contractor. Review,
comment, or lack of comment by the Engineer on a SWPPP amendment shall not absolve the responsibilities of the Contractor in
any way.
If a change order is issued for a design change the SWPPP amendment will be prepared by the Engineer and included in the
change order.
In addition to SWPPP amendments, the Contractor shall submit to the Engineer Weekly Erosion and Sediment Control Schedule
meeting the requirements of MnDOT 1717.
The Contractor shall keep copies of all SWPPP amendments, Weekly Erosion and Sediment Control Schedules, inspection logs, and
maintenance logs with the field copy of the SWPPP. A PDF copy of these documents will be provided along with a copy of the
final Field Copy of the SWPPP to the Engineer along with the signed Notice of Termination when final stabilization is complete.
EROSION PREVENTION PRACTICES
Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity dissipation devices
shall be used at outlets within and along the length of any constructed conveyance channel.
The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the
site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of
connection.
Temporary or permanent ditches or swales used as sediment containment during construction do not need to be stabilized during
temporary period of use and shall be stabilized within 24 hours after no longer used as sediment containment.
Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of the wetted perimeter of a temporary or
permanent drainage ditch or swale section with a continuous slope of greater than 2 percent.
Energy dissipation shall be installed at all temporary or permanent pipe outlets within 24 hours of connection to a surface water
or permanent stormwater treatment system.
The Contractor shall phase construction and use construction methods to the extent practical to minimize exposed soils. The
project phasing shall be documented in the Weekly Erosion and Sediment Control Schedule.
SEDIMENT CONTROL PRACTICES
Down gradient BMPs including perimeter BMPs must be in place before up gradient land- disturbing activities begin and shall
remain in place until final stabilization.
All BMPs that have been adjusted or removed to accommodate short-term activities shall be re-installed or replaced the earlier of
the end of the work day or before the next precipitation event even if the activity is not complete.
Inlet BMPs may be removed for specific safety concerns. The BMPs shall be replaced as soon as the safety concern is resolved.
The removal shall be documented in the SWPPP as a SWPPP amendment.
Temporary stockpiles must have sediment control BMPs. The Contractor shall prepare and submit to the Engineer a SWPPP
amendment showing the location of temporary stockpiles and the BMPs for each stockpile. The SWPPP amendment must meet
the minimum requirements of Section 9 of the Permit.
Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil
compaction or topsoil stripping.
The use of polymers, flocculants, or other sedimentation treatment chemicals are not proposed as part of this SWPPP as designed
by the Engineer. If methods or phasing of construction require the use of any of these chemicals, the Contractor shall prepare and
submit to the Engineer a SWPPP amendment that meets the minimum requirements of Section 9 of the Permit.
TEMPORARY SEDIMENTATION BASINS
A temporary sedimentation basin has not been included in this SWPPP as designed by the Engineer. If a basin is later determined
to be desirable or necessary the Contractor shall prepare and submit to the Engineer a SWPPP amendment. Temporary
sedimentation basins shall meet or exceed the minimum requirements of Section 14 of the Permit and shall include a basin
draining plan meeting or exceeding the minimum requirements of Section 10 of the Permit. Where the site discharges to Special
and/or Impaired Waters the SWPPP amendment shall also meet or exceed the minimum requirements of Section 23 of the
permit.
DEWATERING
A dewatering plan has not been included in this SWPPP as designed by the Engineer. If dewatering is required for this project, the
Contractor shall prepare and submit to the Engineer a SWPPP amendment. All dewatering shall meet or exceed the minimum
requirements of Section 10 of the Permit.
POLLUTION PREVENTION
Products and materials that have the potential to leach pollutants that are stored on the site must be stored in a manner designed
to minimize contact with stormwater. Materials that are not a source of potential contamination to stormwater or that are
designed for exposure to stormwater are not required to be covered.
Hazardous materials including but not limited to pesticides, fertilizer, petroleum products, curing compounds and toxic waste
must be properly stored and protected from stormwater exposure as recommended by the manufacturer in an access restricted
area.
Solid waste must be stored, collected and disposed of in compliance with Minnesota Administrative Rules Chapter 7035.
Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be
disposed of properly in accordance with Minn. R. CH 7041.
Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. No engine degreasing is
allowed on site. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper
facilities for disposal of concrete and other washout wastes.
The Contractor shall prepare and submit a SWPPP amendment detailing the location and BMPs proposed for storage of materials,
solid waste, portable toilets, and exterior vehicle or equipment washing on the site. The SWPPP amendment shall include a spill
prevention and response plan that is appropriate for the materials proposed to be on the site. The SWPPP amendment shall meet
or exceed the minimum requirements of Section 12 of the Permit.
INSPECTION & MAINTENANCE
A trained person shall routinely inspect the entire construction site at the time interval indicated on this sheet of the SWPPP
during active construction and within 24-hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection
that occurs within 24-hours after a rainfall event, the next inspection must be conducted at the time interval indicated in the
Receiving Waters Table found on the SITE PLAN AND INFORMATION SHEET of the SWPPP.
All inspections and maintenance conducted during construction must be recorded on the day it is completed and must be retained
with the SWPPP. Inspection report forms are available in the Project Specifications. Inspection report forms other than those
provided shall be approved by the engineer.
The Contractor may request a change in inspection schedule for the following conditions:
a.Inspections of areas with permanent cover to be reduced to once per month,
b.Inspections of areas that have permanent cover and have had no construction activity for 12 months to be suspended
until construction resumes,
c.Inspections of areas where construction is suspended due to frozen ground conditions, inspections to be suspended until
the earlier of within 24 hours of runoff occurring, or upon resuming construction.
No change in inspection schedule shall occur until authorized by the Engineer.
Inspections must include:
1.All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and
effectiveness.
2.Surface waters, including drainage ditches and conveyance systems for evidence of erosion and sediment deposition.
3.Construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for
sedimentation from erosion or tracked sediment from vehicles.
4.Infiltration areas to ensure that no sediment from ongoing construction activity is reaching the infiltration area and that
equipment is not being driven across the infiltration area.
5.Findings of inspections, including the specific location where corrective actions are needed
6.Corrective actions taken, including dates, times, and party completing maintenance activities
8.Date and amount of rainfall events greater than 0.5 inches in 24 hours. Rainfall amounts must be obtained by a properly
maintained rain gauge installed onsite, or by a weather station that is within one mile or by a weather reporting system.
9.Observations including descriptions and photographs of any discharge that may be occurring during the inspection.
All non-functioning BMPs and those BMPs where sediment reaches one-half (1/2) of the depth of the BMP, or in the case of
sediment basins one-half (1/2) of the storage volume, must be repaired, replaced, or supplemented by the end of the next
business day after discovery, or as soon as field conditions allow.
Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day
after discovery, or as soon as field conditions allow.
Any sediment that escapes the site must be removed and the area stabilized within 7 calendar days of discovery unless precluded
by legal, regulatory, or physical access in which case the work shall be completed within 7 calendar days of authorization. Paved
surfaces such as streets shall have any escaped or tracked sediment removed by the end of the day that it is discovered.
Sediment release, other than paved surfaces that can be cleaned up with street sweeping shall be reported immediately upon
discovery to the Engineer.
PUBLIC WATER RESTRICTIONS:
For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all exposed soil
areas that are within 200 feet of the water's edge, and drain to these waters must complete stabilization within 24-hours during
the time period. MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by
an Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not required. There
is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and the water is later designated as
infested, the Contractor shall halt all work covered by the MN DNR Permit until an Infested Waters Permit is obtained or that
written notification is obtained stating that such permit is not required.
FINAL STABILIZATION
Final Stabilization is not complete until all the following requirements have been met:
1.Substantial Completion has been reached and no ground disturbing activities are anticipated.
2.Permanent cover has been installed with an established minimum uniform perennial vegetation density of 70 percent of its
expected final growth. Vegetation is not required in areas where no vegetation is proposed by this project such as
impervious surfaces or the base of a sand filter.
3.Accumulated sediment has been removed from all permanent stormwater treatment systems as necessary to ensure the
system is operating as designed.
4.All sediment has been removed from conveyance systems
5.All temporary synthetic erosion prevention and sediment control BMPs have been removed. BMPs designated on the SWPPP
to remain to decompose on-site may remain.
6.For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary
erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the
permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner.
7.For agricultural land only (e.g., pipelines across cropland), the disturbed land must be returned to its preconstruction
agricultural use prior to submitting the NOT.
SITE STABILIZATION COMPLETION:
SITE INSPECTION INTERVAL:
SPECIAL ENVIRONMENTAL CONSIDERATIONS AND PERMITS:
TYPE OF PERMIT PERMITTING AGENCY PERMIT STATUS AND CONDITIONS
Construction Stormwater NPDES MPCA IN PROGRESS
1)
or sale that includes all or any portion of this project?
Was an environmental review required for this project or any part of a common plan of development
NO
2)
critical habitat?
Does any portion of the site have the potential to affect threatened or endangered species or their
NO
3)Does any portion of this site discharge to a Calcareous fen.NO
4)
or a known or discovered archeological site?
Will any portion of the site potentially affect properties listed on the National Register of Historic Places
NO
5)Have any Karst features have been identified in the project vicinity?NO
6)
for this project?
Is compliance with temporary or permanent stormwater management design requirements infeasible
NO
7)
during fish spawning?
Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to
NO
site during active construction at an interval of no more than:
A trained person shall routinely inspect the entire construction
7 calendar days
SWPPP DESIGNER TRAINING DOCUMENTATION:
permanently ceased no later than:
completed after the construction activity has temporarily or
Stabilization of exposed soils shall begin immediately and shall be
7 calendar days
TH 61 RIVER OAKS RCUT
STORMWATER POLLUTION PREVENTION PLAN
80A
105BRENT H JOHNSON
20378 03-14-2024
BDJ
BDJ
BHJ
TH 61 NB
TH 61 SB
SHEET
ben.johnson7:30:37 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SWPPP\cd129262_swppp003.dgnS.P. 8205-156 (TH 61)
327
8B
LEGEND
PROJECT BOUNDARY
SOIL TYPE
NATIONAL WETLANDS INVENTORY
RECEIVING WATERS
ASparta loamy sand, 2 to 6 percent slopes8B
ADickman sandy loam, 0 to 2 percent slopes327
Group
Hyd. Soil
Soil NameSymbol
Map Unit
SOIL TYPE SUMMARY
FEETSCALE
0 100 200
R
S - SOLID
B - BROKEN
K - DOUBLE BROKEN
H - DOUBLE DOTTED
___
NOTES & GUIDELINES
___
C=CONTRAST
W=WET REFLECTIVE
E=ENHANCED SKID RESISTANCE
G=GROUND IN
EXAMPLE:
4SW
GCW
GROUND IN, CONTRAST, WET REFLECTIVE
4" SOLID LINE WHITE PREF THERMO
=
___
STRIPING KEY
SYMBOLS & MATERIALS LEGEND
PATTERN
2ND DIGIT
B - BLACK
Y - YELLOW
W - WHITE
COLOR
3RD DIGIT
WIDTH
1ST DIGIT
4", 8", ETC.
CIRCLE-MULTI COMP
GENERAL INFORMATION:
NOTES & GUIDELINES
CLEANING AND BEFORE THE MARKING MATERIAL IS APPLIED.
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
PROVISIONS ARE MADE TO PREVENT SPILLAGE OF MATERIAL.
4. THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED PAVEMENT SURFACES UNLESS ADEQUATE
D - DOUBLE SOLID
T - DOTTED
1. SEE 2582 IN THE SPECIAL PROVISIONS FOR PAVEMENT MARKING SPOTTING RESPONSIBILITIES.
___
PAVEMENT MESSAGE (RIGHT ARROW)
PAVEMENT MESSAGE (U-TURN ARROW)
SIGNING & STRIPING TITLE SHEET
PROPOSED SIGNING & STRIPING PLAN
81
PERMANENT SIGNING & STRIPING PLAN INDEX PLAN INDEX
PERMANENT SIGNING AND STRIPING
UNLESS SHOWN OTHER WISE IN THE PLAN
BROKEN LINE-50' CYCLE (10' LINE, 40' GAP),
BOX-PREFORMED TAPE
PLACED YIELD SIGN, STOP SIGN OR TRAFFIC SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE MAINLINE RADIUS.
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
PLANSSTANDARD
NUMBER DESCRIPTION
5-297.701 PLACEMENT SIGNSTANDARD
5-297.702 PLACEMENT MARKER ANDDELINEATOR
5-297.718 DETAILS MOUNTING SIGN TUBESQUARE
5-297.719 DETAILS MOUNTING SIGN SIDE-BY-SIDE TUBESQUARE
5-297.721 POST RISER TUBE SQUARE 1-3/4" FOR - BASE WALLTHREE
5-297.722 SOIL IN POST RISER TUBE SQUARE 2" FOR BASEFIN
5-297.724 POST RISER TUBE SQUARE 2-1/2" FOR BASESLIP
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
LIC. NO.DATE
ABBREVIATIONS
U CHANNELU
SQ-CONC
SQ-SOIL
SQUARE TUBE ON CONCRETE
SQUARE TUBE IN SOIL
SIGN
SIGNING LEGEND
SIGN BACK TO BACK
82-84
85-86
EXISTING SIGNING PLAN87-89
90-92
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
81
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
CONTRAST MARKINGS:
1. CONTRAST MARKINGS ARE DEFINED AS STANDARD LINEAR PAVEMENT MARKINGS, CROSSWALK MARKINGS AND PAVEMENT MESSAGES WITH 1.5 INCH NON REFLECTIVE BLACK BORDERS.
PREFORM THERMOPLASTIC GROUND IN CONTRAST
PREFORM THERMOPLASTIC GROUND IN CONTRAST
PANEL LAYOUTS93
___OCTAGON-PREFORMED THERMO
SIGNING & STRIPING TABULATIONS
PAVEMENT MARKING DETAILS
7. ERECT SIGNS AFTER FINAL GRADING IS COMPLETE.
SIGNS BEING REMOVED OR SALVAGED MAY NOT INCLUDE PANEL OR SUPPORT INFORMATION IN THE TABULATION.
6. SIGNS AND DELINEATOR/MARKER TABULATIONS DISPLAY SIGN PANEL AND SUPPORT INFORMATION FOR NEW SIGNS.
THESE PANELS BASED OPON THE CORRESPONDING DIMENSIONS FROM THE TABULATIONS.
INSTEAD ARE LENGTHS OF THEIR SIDES OR DIAMETER. SEE THE MNDOT STANDARD SIGNS AND MARKINGS MANUAL FOR ACTUAL DIMENSIONS OF
5. STANDARD SIGN PANELS ARE LISTED IN THE TABULATIONS WITH TWO DIMENSIONS THAT MAY NOT BE THEIR ACTUAL WIDTH OR HEIGHT, BUT
4. SEE STANDARD PLANS AND DETAILS FOR SIGN STRUCTURE INSTALLATION AND PLACEMENT.
3. SEE PANEL LAYOUTS FOR SIGNS WTH THE CODE "DESIGN."
2. SEE CURRENT MNDOT STANDARD SIGNS AND MARKING MANUAL FOR STANDARD SIGNS DESIGNS, SPLICE PLATES, STRINGERS AND PUNCHING CODES.
1. MOUNTING HEIGHT IS MINIMUM (WITH A+6 INCH TOLERANCE).
GENERAL INFORMATION:
SHEET
ben.johnson7:30:38 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_stp_tsh001.dgnS.P. 8205-156 (TH 61)
TABULATIONS
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
82
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
SHEET
ben.johnson7:30:38 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_stp_tb001.dgnS.P. 8205-156 (TH 61)
TABULATION MARKER / DELINEATOR ANDSIGN I
PANEL SUPPORT
SIGN
REMOVE
SIGN
/MARKER
DELINEATOR
REMOVE
/MARKER
DELINEATOR
PANEL
/MARKER
DELINEATOR
SIGN
LEGEND H) x(W
SIZE
HEIGHT
MOUNTING
POSTS
OFNUMBER
TYPE SIZE
POSTRISER
TYPE
SURFACENUMBERPANEL
CODE
INCH FEET INCHES EACH FTSQ EACH EACH EACH
S-1
M3-3 (WHITE)SOUTH 36 X 18
7 1 SQ 2-1/2 SOIL
4.50
M1-4 61US 36 X 36 9.00
M3-2 (WHITE)EAST 36 X 18 4.50
M1-4 10US 36 X 36 9.00
S-2 R3-4 U-TURNNO 36 X 36 7 1 SQ 2 SOIL 9.00
S-3
R6-1L LEFT WAYONE 54 X 18 7 1 SQ 2-1/2 SOIL
6.75
R1-2 YIELD 48 48 48 6.93
X4-3 (WHITE) DELINEATORGUIDE X 4 1
S-4 USEDNOT
S-5 OM3-1C MARKER OBJECT 2TYPE 12 X 36 4 1 SQ 1-3/4 SOIL 1
S-6 R5-1 ENTER NOTDO 36 X 36 7 1 SQ 2-1/2 SOIL 9.00
S-7 R6-1L LEFT WAYONE 54 X 18 7 1 SQ 2 SOIL 6.75
S-8 DESIGN RT RD DOUGLAS POINTE 114 X 66 7 2 SQ 2-1/2 SOIL 52.25
S-9 R3-7L LEFT TURN MUST LANELEFT X 1
S-10 R3-X5 ONLY TURNU 30 X 36 7 1 SQ 2 SOIL 7.50
S-11
M3-1 (WHITE)NORTH 36 X 18
7 2 SQ 2-1/2 SOIL
4.50
M1-4 61US 36 X 36 9.00
M6-X2 (WHITE) TURNU 36 X 36 9.00
M3-4 (WHITE)WEST 36 X 18 4.50
M1-4 10US 36 X 36 9.00
M6-X2 (WHITE) TURNU 36 X 36 9.00
S-12 R5-1 ENTER NOTDO 36 X 36 7 1 SQ 2-1/2 SOIL 1 9.00
S-13 R6-1R RIGHT WAYONE 54 X 18 7 1 SQ 2-1/2 SOIL 6.75
S-14
R6-1R RIGHT WAYONE X
1R1-2 YIELD X
X4-1 (WHITE) DELINEATORGUIDE X
S-15 X4-3 (WHITE) DELINEATORGUIDE X 1
S-16 R6-1L LEFT WAYONE X 1
S-17
R6-1L LEFT WAYONE X
1
R6-1R RIGHT WAYONE X
R1-1 STOP X
R6-3a INTERSECTION TEE HIGHWAYDIVIDED X
X4-3 (WHITE) DELINEATORGUIDE X
S-18
R6-1R RIGHT WAYONE 54 X 18
7 1 SQ 2-1/2 SOIL
6.75
R1-1 STOP 36 X 36 9.00
R3-7MR RIGHT TURN MUST TRAFFICALL 36 X 36 9.00
X4-3 (WHITE) DELINEATORGUIDE X 4 1
S-19 R6-1L LEFT WAYONE X 1
X4-1 (WHITE) DELINEATORGUIDE X
S-20
R6-1R RIGHT WAYONE X
1R1-2 YIELD X
X4-1 (WHITE) DELINEATORGUIDE X
S-21 R6-1R RIGHT WAYONE 54 X 18 7 1 SQ 2 SOIL 6.75
S-22
R6-1L LEFT WAYONE X
1
R6-1R RIGHT WAYONE X
R1-1 STOP X
R6-3a INTERSECTION TEE HIGHWAYDIVIDED X
X4-3 (WHITE) DELINEATORGUIDE X
S-23
R6-1R RIGHT WAYONE 54 X 18
7 1 SQ 2-1/2 SOIL
6.75
R1-1 STOP 36 X 36 9.00
R3-7MR RIGHT TURN MUST TRAFFICALL 36 X 36 9.00
X4-3 (WHITE) DELINEATORGUIDE X 4 1
S-24 R5-1 ENTER NOTDO 36 X 36 7 1 SQ 2-1/2 SOIL 1 9.00
TABULATIONS
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
83
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
SHEET
ben.johnson7:30:39 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_stp_tb002.dgnS.P. 8205-156 (TH 61)
SUMMARY SIGNINGPERMANENT H
NOITEM UNIT 8205-156SP
2104 DELINEATOR/MARKERREMOVE EACH 1
2104 SIGNREMOVE EACH 10
2564 SIGN FTSQ 421
2564 PANEL MARKER /DELINEATOR EACH 4
2564 MARKER /DELINEATOR EACH 2
TABULATION MARKER / DELINEATOR ANDSIGN I
PANEL SUPPORT
SIGN
REMOVE
SIGN
/MARKER
DELINEATOR
REMOVE
/MARKER
DELINEATOR
PANEL
/MARKER
DELINEATOR
SIGN
LEGEND H) x(W
SIZE
HEIGHT
MOUNTING
POSTS
OFNUMBER
TYPE SIZE
POSTRISER
TYPE
SURFACENUMBERPANEL
CODE
INCH FEET INCHES EACH FTSQ EACH EACH EACH
S-25
M3-3 (WHITE)SOUTH 36 X 18
7 2 SQ 2-1/2 SOIL
4.50
M1-4 61US 36 X 36 9.00
M6-X2 (WHITE) TURNU 36 X 36 9.00
M3-2 (WHITE)EAST 36 X 18 4.50
M1-4 10US 36 X 36 9.00
M6-X2 (WHITE) TURNU 36 X 36 9.00
S-26 R3-7L LEFT TURN MUST LANELEFT X 1
S-27 R3-X5 ONLY TURNU 30 X 36 7 1 SQ 2 SOIL 7.50
S-28 USEDNOT
S-29 OM3-1C MARKER OBJECT 2TYPE 12 X 36 4 1 SQ 1-3/4 SOIL 1
S-30
R6-1L LEFT WAYONE 54 X 18
7
1 SQ 2-1/2 SOIL
6.75
R1-2 YIELD 48 48 48 6.93
X4-1 (WHITE) DELINEATORGUIDE X 4 1
S-31 DESIGN RT RD DOUGLAS POINTW 114 X 66 7 2 SQ 2-1/2 SOIL 52.25
S-32 R6-1L LEFT WAYONE 54 X 18 7 1 SQ 2 SOIL 6.75
S-33 R5-1 ENTER NOTDO 36 X 36 7 1 SQ 2-1/2 SOIL 9.00
S-34 R3-4 U-TURNNO 36 X 36 7 1 SQ 2 SOIL 9.00
S-35
M3-1 (WHITE)NORTH 36 X 18
7 2 SQ 2-1/2 SOIL
4.50
M1-4 61US 36 X 36 9.00
M3-4 (WHITE)WEST 36 X 18 4.50
M1-4 10US 36 X 36 9.00
TOTALS 8205-156S.P.10 421 1 2 4
TABULATIONS
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
84
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
SHEET
ben.johnson7:30:45 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_stp_tb003.dgnS.P. 8205-156 (TH 61)
STRIPING AND MARKINGS PAVEMENTPERMANENT J
ROADWAY
2582
MEASUREMENTS
RETROREFLECTOMETER
MOBILE
(WR) INGROUND
COMPONENTMULTI-
LINE SOLID6"
CONTRAST
INGROUND
THERMOPLASTIC
PREFORM
LINE SOLID24"
CONTRAST
(WR) INGROUND
TAPEPREFORM
LINE SOLID6"
CONTRAST
(WR) INGROUND
TAPEPREFORM
LINE BROKEN6"
CONTRASTIN
GROUNDTHERMOPLASTIC
PREFORM
MESSAGEPAVEMENT
MEASUREMENTS
RETROREFLECTOMETER
WET
(1)WHITE WHITE WHITE (3)(4)(5)(6)WHITE
FTLIN FTLIN FTLIN FTLIN (2) FTLIN FTSQ SUMLUMP
8205-156S.P.
61T.H.7185 4994 355 1316 520 260 1
TOTAL 7185 4994 355 1316 520 260 1
NOTES:
YELLOW OF FT LIN 2584 AND WHITE OF FT LIN 2410(1)
GAP. 40' STRIPE, 10' IS LINE BROKEN GAPS. INCLUDE NOT DOES LENGTH(2)
TRIANGLES YIELD 18 ARROWS, TURN RIGHT 4 ARROWS, U-TURN 4(3)
FT. SQ 19.06 IS ARROW TURN RIGHT(4)
FT. SQ 27.46 IS ARROW U-TURN(5)
FT. SQ 4.13 IS TRIANGLE YIELD(6)
MEDIAN
A
A
SHLD.
SHLD.
SHLD.
FOUR LANES
SECTION A-A
2" +/- 1"
SHOULDER
2" +/- 1"
CL
MEDIAN
WIDTH
VARIABLE
50' CYCLE
10'
40'
LANE
THRU
LANE
THRU
2" +/- 1"2" +/- 1"
2" +/- 1"2" +/- 1"
CL
LANE
THRU
LANE
THRU
2" +/- 1"
SHLD.
SHOULDER
FOUR-LANE DIVIDED LANE
MODIFIED:
2" +/- 1"
2" +/- 1"
THRU LANE
2" +/- 1"
2" +/- 1"
TURN LANE THRU LANE TURN LANE
LEFT TURN LANE RIGHT TURN LANE
MODIFIED:
2" +/- 1"2" +/- 1"
TURN LANE WITH ARROW MESSAGE
PUBLISHED BY OTE: 16 NOV 2021
50'
20'
30' - 80'
12'
50'
50'
30' - 80'
OVER 200'
20'
LINE WHITE
6" SOLID
LINE YELLOW
6" SOLID
LINE WHITE
6" SOLID LINE YELLOW
6" SOLID
LINE YELLOW
6" SOLID LINE WHITE
6" SOLID
PUBLISHED BY OTE: 16 NOV 2021
LINE WHITE
6" SOLID
LINE WHITE
6" SOLID
RADIUS
BEGINNING OF
MARKINGS AT
END PAVEMENT
NOTE:
50'
OR LESS
200'"L"
"L"
1/2
LINE
OR SOLID
BROKEN
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
85
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
LINE WHITE
6" BROKEN LINE WHITE
6" BROKEN
LINE WHITE
6" SOLID
LINE YELLOW
6" SOLID
LINE WHITE
OR SOLID
6" BROKEN
LINE
OR SOLID
6" BROKEN
LINE WHITE
6" BROKEN 1:151:101:5 OR 1:10SHEET
ben.johnson7:30:45 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_stp_det001.dgnS.P. 8205-156 (TH 61)
YIELD AHEAD PAVEMENT MARKING
72"72"
36"
30'
156"240"8"8"20' TALL
RECOMMENDED YIELD LINE LAYOUT
MODIFIED:
15.5 TALL
PUBLISHED BY OTE: 16 NOV 2021
12'
DIMENSIONS
MINIMUM
DIMENSIONS
MAXIMUM
24"
36"
12"
18"
6"
6"
STANDARD
3-12"
3-12"
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
86
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
SHEET
ben.johnson7:30:46 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_stp_det002.dgnS.P. 8205-156 (TH 61)
SHEET
ben.johnson7:30:47 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\SignStrip\Existing Signing\cd129262_sgn001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHFV
V
V
V
NGG
GG380 385
380 385
STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
87
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
2 INPLACE
4 REMOVE
LEGEND
MATCHLINE STA. 386+50EXISTING
{ EX TH 61 SB
{ EX TH 61 NB
SHEET
ben.johnson7:30:48 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\SignStrip\Existing Signing\cd129262_sgn002.dgnS.P. 8205-156 (TH 61)PPCGHHHCCFCFGCCHHFFF390
390
S-9S-26424 4444
24 2
4
4 442S-12S-14S-15
S-16S-17S-19
S-20
S-22 S-24MUSTLEFT LANETURN LEFTMUSTTURN RIGHTRIGHT LANEDO NOT
ENTER
ONEWAYWAYONEYIELD WAYONEONEWAYSTOPHIGHWAYDIVIDED ONEWAY
WAYONEYIELD
DO NOTENTERWAYONEONEWAY
STOP
HIGHWAY
DIVIDED MUSTTURN RIGHTRIGHT LANEMUSTLEFT LANETURN LEFTTH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
88
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
2 INPLACE
4 REMOVE
LEGEND
MATCHLINE STA. 386+50MATCHLINE STA. 394+00EXISTING
W POINT DOUGLAS RD
E POINT DOUGLAS RD
{ EX TH 61 NB
{ EX TH 61 SB
SHEET
ben.johnson7:30:48 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\SignStrip\Existing Signing\cd129262_sgn003.dgnS.P. 8205-156 (TH 61)HCF395 400
395 400
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
89
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
2 INPLACE
4 REMOVE
LEGEND
MATCHLINE STA. 394+00EXISTING
{ EX TH 61 NB
{ EX TH 61 SB
E POINT DOUGLAS RD
SHEET
ben.johnson7:30:49 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_stp001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHFNGG
GGV
V
V
V
380 385
380 385
111111S-1S-2S-3S-5S-6S-71S-8ONEWAYDO NOTENTERYIELDONEWAY61 SOUTH 10E PointDouglas RdGC
24SW 2526STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
90
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
6SW
6SY
6SW
6SW 6SW
6BW
GCW
GW
GW
GW
GW
GCW
LEGEND
1
2
F&I
INPLACE
MATCHLINE STA. 386+50PROPOSED
{ EX TH 61 NB
{ EX TH 61 SB
{ SMUT
YIELD TRIANGLE (9)
SHEET
ben.johnson7:30:50 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_stp002.dgnS.P. 8205-156 (TH 61)PCGHHHCCFCFGCCHHFFF390
390
21
21 2
211111S-10S-13S-18S-11S-21
S-23 S-251S-12 1S-24MUSTTURN RIGHTRIGHT LANEWAYONESTOPWAYONE
STOP MUSTTURN RIGHTRIGHT LANE 61SOUTHWAYONEWAYONE 61NORTHONLYMUSTTURN RIGHTALL TRAFFICMUST
TURN RIGHT
ALL TRAFFIC 10 10DO NOT
ENTER DO NOTENTERTH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
91
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
6SY
6SW
6SY
6SW
6SW
GW
GW
6SW
6SW
6BW
GCW
6SW
6SWGW
GW
GW
AREA = 15 SQ'REM = 48 SQ '
PERIMETER = 30 '
AREA = 15 SQ'
RE
M = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 'AREA = 15 SQ'REM = 48 SQ 'PERIMETER = 30 '6SW
GW
GCW
GCW
GCW
GCW
LEGEND
1
2
F&I
INPLACE
MATCHLINE STA. 386+50MATCHLINE STA. 394+00PROPOSED
{ EX TH 61 NB
W POINT DOUGLAS RD
E POINT DOUGLAS RD
{ EX TH 61 SB
SHEET
ben.johnson7:30:51 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_stp003.dgnS.P. 8205-156 (TH 61)HCF395 400
395 400
1111
1
1
1S-27S-29S-30
S-32
S-33
S-351S-31S-3461 NORTHYIELD
ONEWAY
ONEWAY
DO NOT
E
NT
E
RONLY 10W PointDouglas RdGC
24SW
25
26
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
92
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
6SW
6SW
6SY6BW
GCW
6SW
GW
GW
GW
GCW
LEGEND
1
2
F&I
INPLACE
MATCHLINE STA. 394+00PROPOSED
{ NMUT
{ EX TH 61 NB
{ EX TH 61 SB
31' MEDIAN
YIELD TRIANGLE (9)
PANEL LAYOUTSALL DIMENSIONS ARE IN INCHES.2.
FRACTION, AND ROUTE MARKER DETAILS.
SEE CURRENT MNDOT STANDARD SIGNS AND MARKINGS MANUAL FOR ARROW, 1.
NOTES:
NOT TO SCALE TH 61 RIVER OAKS RCUT
SIGNING AND STRIPING PLAN
93
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
S-8 S-31
SHEET
ben.johnson7:30:51 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\SignStrip\Proposed Signing and Striping\cd129262_spa001.dgnS.P. 8205-156 (TH 61)
WITH BOTTOM OF CONCRETE CHAMFER.EXCAVATED DIRT. GRADE DIRT LEVELFILL AROUND FOUNDATION TOP WITHROADWAYSHOULDER
VAR. 6'-10'
23' (19' MIN.)
EDGE OF DRIVING LANE OR TURN LANE.
DISTANCES SHALL BE MEASURED FROM THE
WITH 2545.3F2.
LIGHT BASES SHALL BE INSTALLED IN ACCORDANCE
CONTACT THE DISTRICT/DIVISION TRAFFIC ENGINEER
IF THE MINIMUM DISTANCE CANNOT BE OBTAINED
USE THE MAXIMUM DISTANCE WHENEVER POSSIBLE,
TH 61 RIVER OAKS RCUT
LIGHTING PLAN
94
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58850 03-14-2024
BDJ
BDJ
MSL
TYPICAL PLACEMENT OF LIGHTING UNIT TYPE 9-40 AND 9D-40
LIGHTINGPERMANENT K
PROJECT
2545
SYSTEM
LIGHTING
SUMLUMP
8205-156S.P.1
TOTALS 1
SYSTEMLIGHTING
FOUNDATIONS & UNITSLIGHTING
NO.ALIGNMENT STATION LT.RT.TYPE BASE FOUNDATIONLIGHT FIXTURE
P4-6/P4-1 NB 61T.H.384+53 X 9D-40 BREAKAWAY EDESIGN LED
P4-5 NB 61T.H.391+09 X 9-40 BREAKAWAY EDESIGN LED
P4-2 NB 61T.H.389+87 X 9-40 BREAKAWAY EDESIGN LED
P4-4/P4-3 NB 61T.H.396+06 X 9D-40 BREAKAWAY EDESIGN LED
PROJECT. THIS OF PORTION LIGHTING THE ON APPLYSHALL
ADMINISTRATION HIGHWAY FEDERAL THE ANDTRANSPORTATION
OF DEPT. THE BY APPROVED PLATES STANDARD FOLLOWINGTHE
PLATESSTANDARD
NO.PLATE DESCRIPTION
8107A PLACE) IN (CAST LAYOUT FOUNDATION PAD EQUIPMENTRLF
8127E SHEETS) (2 LESS OR POLE FT 40 PRECAST E DESIGN - FOUNDATIONLIGHT
8129A LIGHTING) ROADWAY AND SIGNALS CONTROL (TRAFFIC WASHER ANDSHIM
SHEET
ben.johnson7:30:52 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Lighting\cd129262_lig_tb001.dgnS.P. 8205-156 (TH 61)
(BREAKAWAY)
40' MOUNTING HEIGHT LED
LUMINAIRE WITH WIRE HOLDER
TRANSFORMER BASE
ALUMINUM
HIGH BASE
STAINLESS STEEL
TRANSFORMER BASE
ALUMINUM
HIGH BASE
STAINLESS STEEL
(BREAKAWAY)
LIGHTING UNIT TYPE 9-40
9'
40' MOUNTING HEIGHT LED
LUMINAIRE WITH WIRE HOLDER
MAST ARM LENGTH RADIUS
6
9
RADIUS CHART (ENGLISH)
12
5
8
10
9'9'
LIGHTING UNIT TYPE 9D-40
LIGHT FOUNDATION LIGHT FOUNDATION
DESIGN E DESIGN E
TH 61 RIVER OAKS RCUT
LIGHTING PLAN
95
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
SHEET
ben.johnson7:30:53 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Lighting\cd129262_lig_det001.dgnS.P. 8205-156 (TH 61)
SHEET
ben.johnson7:30:54 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Lighting\cd129262_lig001.dgnS.P. 8205-156 (TH 61)CHUUULUUUUMLBBBBCCGFPFMHFNGG
GGV
V
V
V
380 385
380 385
2526STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
TH 61 RIVER OAKS RCUT
LIGHTING PLAN
96
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
MNDOT R/W
MNDOT R/W
LEGEND
PERMANENT GROUND ROD
(25 OHMS OR LESS)
Y
XX
=LIGHTING UNIT NUMBER
LIGHT FOUNDATION DES. E
LIGHTING UNIT TYPE 9D-40
LIGHT FOUNDATION DES. E
LIGHTING UNIT TYPE 9-40
CABLE 4 CONDUCTOR NO. 4
DIRECT BURIED LIGHTING
SERVICE CABINET
OTHERWISE NOTED)
3" NMC (DIR. BORED UNLESS
MATCHLINE STA. 386+50{ EX TH 61 NB
{ EX TH 61 SB
{ SMUT
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
1-4/C #4
3" NMC (DIR. BORE)
CABLE IN CONDUIT:
DIRECT BURIED LIGHTING
P4
6
P4
1
SHEET
ben.johnson7:30:54 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Lighting\cd129262_lig002.dgnS.P. 8205-156 (TH 61)PCGHHHCCFCFGCCHHFFF390
390
A
3-1/C #2
2" RSC FROM SOP WITH:
(XCEL ENERGY)
POLE MOUNTED TRANSFORMER
SOURCE OF POWER
A
TH 61 RIVER OAKS RCUT
LIGHTING PLAN
97
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
MNDOT R/W MNDOT R/W
MNDOT R/WMNDOT R/W
B
B
120/240 VOLT
G DENOTES GROUND CONDUCTOR
W DENOTES NEUTRAL CONDUCTOR
B AND R DENOTE CURRENT CARRYING CONDUCTORS
B
WR
B
WR
1-4/C#4
SERVICE CABINET TYPE RLF
6
1-4/C#4
1 5 2 4
3
2 CIRCUIT BREAKERS
FD. PT. 82P4
P4 P4
P4
P4 P4
P4
LIGHTING SYSTEM
3-1/C #2
2" RSC TO SOP
EQUIPTMENT PAD
120/240 VOLT
SERVICE CABINET - TYPE RLF
FEED POINT 82P4
LIGHT SYSTEM
LEGEND
PERMANENT GROUND ROD
(25 OHMS OR LESS)
Y
XX
=LIGHTING UNIT NUMBER
LIGHT FOUNDATION DES. E
LIGHTING UNIT TYPE 9D-40
LIGHT FOUNDATION DES. E
LIGHTING UNIT TYPE 9-40
CABLE 4 CONDUCTOR NO. 4
DIRECT BURIED LIGHTING
SERVICE CABINET
OTHERWISE NOTED)
3" NMC (DIR. BORED UNLESS
MATCHLINE STA. 386+50MATCHLINE STA. 394+00{ EX TH 61 NB
{ EX TH 61 SB
W POINT DOUGLAS RD
E POINT DOUGLAS RD
1-4/C #4
3" NMC (DIR. BORE)
CABLE IN CONDUIT:
DIRECT BURIED LIGHTING
1-4/C #4
3" NMC (DIR. BORE)
CABLE IN CONDUIT:
DIRECT BURIED LIGHTING
P4
5
P4
2
SHEET
ben.johnson7:30:55 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
250 50
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\0N1129262\CAD\MS\plans\Lighting\cd129262_lig003.dgnS.P. 8205-156 (TH 61)HCF395 400
395 400
25
26
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
TH 61 RIVER OAKS RCUT
LIGHTING PLAN
98
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
MNDOT R/W
MNDOT R/W
LEGEND
PERMANENT GROUND ROD
(25 OHMS OR LESS)
Y
XX
=LIGHTING UNIT NUMBER
LIGHT FOUNDATION DES. E
LIGHTING UNIT TYPE 9D-40
LIGHT FOUNDATION DES. E
LIGHTING UNIT TYPE 9-40
CABLE 4 CONDUCTOR NO. 4
DIRECT BURIED LIGHTING
SERVICE CABINET
OTHERWISE NOTED)
3" NMC (DIR. BORED UNLESS
MATCHLINE STA. 394+00{ EX TH 61 SB
{ NMUT
{ EX TH 61 NB
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
P4
4
P4
3
1-4/C #4
3" NMC (DIR. BORE)
CABLE IN CONDUIT:
DIRECT BURIED LIGHTING
SHEET
ben.johnson7:30:56 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Traffic Control\cd129262_tsh001.dgnS.P. 8205-156 (TH 61)
GENERAL INFORMATION:
NOTES & GUIDELINES
PAVEMENT MARKING:
CONSTRUCTION INFORMATION SIGNING:
SIGNING:
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
U-CHANNEL (KNEE BRACE) SIGN SUPPORT IS NOT ALLOWED.
ACQUIRED BY THE CONTRACTOR PRIOR TO DECEMBER 31ST, 2019. THE MINNESOTA TYPE "C" AND "D" BRACED LEG
COOPERATIVE HIGHWAY RESEARCH PROGRAM REPORT 350 (NCHRP-350) MAY BE USED PROVIDED THE DEVICES WERE
HARDWARE 2016 (MASH-2016). TEMPORARY SIGN STRUCTURES THAT ARE CRASHWORTHY UNDER THE NATIONAL
1. ALL TEMPORARY SIGNS ARE REQUIRED TO BE CRASHWORTHY PER THE AASHTO MANUAL FOR ASSESSING SAFETY
8. AFTER REMOVAL OF SIGN AND/OR SIGN BASE, BACK FILL, COMPACT, AND LEVEL SOIL TO MATCH SURROUNDING SOIL.
LATERALLY AND LONGITUDINALLY.
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
STAGING NARRATIVE:
SIGNING IS PLACED.
ASSURE THAT THE FINAL SIGNS ARE PLACED AS NEEDED, OR PROVIDE TEMPORARY SIGNING UNTIL THE FINAL
2. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FINAL SIGNS WITH THE FIELD ENGINEER TO
SPECIFIED.
AT RIGHT ANGLES TO DIRECTION OF AND FACING THE TRAFFIC THEY ARE INTENDED TO SERVE, UNLESS OTHERWISE
6. TEMPORARY SIGNS SHALL BE PLACED AND ORIENTED APPROXIMATELY AS SHOWN IN THE PLAN AND STANDARD DETAILS,
OR APPROVED BY THE ENGINEER.
MASK OR REMOVE ANY CONFLICTING PAVEMENT MARKINGS AS SHOWN IN THE PLAN, STANDARD DETAILS,
LONGITUDINAL DROP OFF & DELINEATION:
TRAFFIC CONTROL FIELD MANUAL.
CONTRACTOR IS RESPONSIBLE FOR MANAGING LONGITUDINAL DROP-OFF GUIDELINES PER THE MINNESOTA TEMPORARY
THE CONTRACTOR SHALL USE CONSTRUCTION INFORMATION SIGNING AS SHOWN IN THE PLAN AND STANDARD
DETAILS, WHICH ARE TO BE USED AS FOLLOWS:
TO THE PUBLIC.
PLACE PORTABLE MESSAGE SIGNING 10 DAYS PRIOR TO ANY PLANNED LANE CLOSURES FOR ADVANCED NOTICE
TH 61 RIVER OAKS RCUT
TRAFFIC CONTROL PLAN
99
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
CONTROL TRAFFICTEMPORARY L
STAGE
2563 2581 2581
(1)
SIGN
MESSAGE
CHANGEABLE
PORTABLE
(3)
WRTAPE
MARKING
PAVEMENT
PREFORMED
REMOVABLE
(BLACK)
MASK
PLASTIC
PREFORMED
REMOVABLE
EACH FTLIN FTLIN
8205-156 S.P. 61T.H.
(2) SETUPSMULTIPLE 2 4240 640
TOTALSPROJECT 2 4240 640
NOTES:
ENGINEER. BY ASSIGNED AND DETERMINED BE TO DURATION DEPLOYMENT AND LOCATION(1)
INCIDENTAL). IS PCMS OF (MOVING 4 IS PLAN CONTROL TRAFFIC PER SETUPS ANTICIPATED(2)
YELLOW FT LIN 2120 WHITE, FT LIN 2120(3)
ALL DISTANCES ARE APPROXIMATE.1.
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
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
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.
1.
1.
1.
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
1.
FOR PUBLIC INFORMATION, ONE ON BOTH DIRECTIONS OF TRAFFIC.
PORTABLE MESSAGE SIGNING SHALL BE UTILIZED THROUGHOUT THE ENTIRE CONSTRUCTION DURATION
ALL PORTABLE MESSAGE SIGNING PER ANY STAGE NEEDS TO BE APPROVED BY THE FIELD ENGINEER. THE
DURATION. SHOULDER CLOSURES CAN BE UTILIZED THROUGHOUT THE ENTIRE PROJECT DURATION.
CONTRACTOR SHALL MAKE A REASONABLE EFFORT TO MINIMIZE THRU LANE CLOSURES DURING THE PROJECT
MEDIAN WORK MUST NOT OCCUR WITHOUT BOTH THE NORTHBOUND AND SOUTHBOUND INSIDE LANES CLOSED.
PRIOR TO ANY STAGING SETUPS.
MNDOT TRAFFIC OFFICE. THE MNDOT TRAFFIC OFFICE SHALL BE GIVEN 14 CONSECUTIVE DAYS FOR REVIEW AND COMMENT
TRAFFIC CONTROL PLAN SHOWING ALL SIGN PLACEMENTS, BARRELS, TYPE 3 SIGNS, ETC. AND WILL NEED APPROVAL FROM THE
THE PROJECT SHALL BE CONSTRUCTED UTILZING SHOULDER AND LANE CLOSURES. THE CONTRACTOR IS TO PROVIDE A
2.
CONTROL IS NEEDED FOR DELAYED CABLE MEDIAN BARRIER PLACEMENTS, INSIDE SHOULDER CLOSURES SHALL BE USED.
CONSTRUCT THE LOON-HEADS FIRST, AND THEN INSIDE LANE CLOSURES TO COMPLETE THE MEDIAN. IF ADDITIONAL TRAFFIC
THE GENERAL STAGING NARRATIVE IS SHOULDER CLOSURES FOR ANY PRE-WORK NEEDED, OUTSIDE LANE CLOSURES TO
3.
AS A BASE OF THE TRAFFIC CONTROL SETUP. SEE SPECIFICATIONS FOR THOSE REFERENCE SHEETS.
THE CONTRACTOR SHALL UTILIZE THE MNDOT TEMPORARY TRAFFIC CONTROL SETUPS FOR A MULTI-LANE DIVIDED CORRIDOR
4.
5.
PROCESS SO THE GENERAL PUBLIC DOES NOT TRY AND CROSS TH 61 DURING CONSTRUCTION ACTIVITY.
TYPE 3S SHALL BE PLACED AT THE EXISTING INTERSECTION IN A TIGHT FORMATION DURING THE PAVEMENT REMOVAL
FOR PUBLIC USE, SUCH AS THE LOON HEADS WHEN THE MEDIAN IS BEING CONSTRUCTED.
THE TRAFFIC CONTROL PLAN SHALL ADDRESS NEEDED CLOSURES OF RECENTLY CONSTRUCTED AREAS THAT ARE NOT OPEN
6.
7.
4
WORK
TO
BEGINS
ROAD
AUGUST 31
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
TEMPORARY SQUARE TUBE GROUND MOUNTED SIGN PLACEMENT
PUBLISHED BY OTE 03/15/2021
NOT TO SCALE TH 61 RIVER OAKS RCUT
TRAFFIC CONTROL PLAN
100
105MICHAEL S LARSON
58850 03-14-2024
BDJ
BDJ
MSL
SHEET
ben.johnson7:30:56 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
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\0N1129262\CAD\MS\plans\Traffic Control\cd129262_tdt001.dgnS.P. 8205-156 (TH 61)
STA 380+12.00
TH 61 NB
BEGIN S.P. 8205-156
BEGIN CONSTRUCTION
STA 397+12.64
TH 61 NB
END S.P. 8205-156
END CONSTRUCTION
INDEX SECTIONCROSS
ALIGNMENT
TH 61
SHEET NO
XS1-XS15
TH 61 RIVER OAKS RCUT
CROSS SECTION MATCHLINE LAYOUT
105
105DEREK J ARENS
52673 03-14-2024
BDJ
BDJ
DJA
380 385 390 395 400 405
380 385 390 395 400 405
PCGCHHHHUUULUUUUMLBBBBCCHCCCFFCFGCCHHFFFGFPFMHF384+00.00384+50.00385+00.00385+50.00386+00.00386+50.00387+00.00387+50.00388+00.00388+50.00389+00.00389+50.00390+00.00390+50.00391+00.00391+50.00392+00.00392+50.00393+00.00393+50.00394+00.00394+50.00395+00.00395+50.00396+00.00396+50.00396+78.78390+18.00390+75.00383+78.87384+25.00384+75.00396+25.00395+75.00396+88.95383+50.00383+00.00382+50.00382+00.00381+50.00381+00.00380+50.00380+13.86382+35.00SHEET
ben.johnson7:30:57 AM4/24/2024pdf-B and W.pltcfgbmi.tblOF
DATEBYREV.
FEETSCALE
1000 200
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\0N1129262\CAD\MS\plans\XS Matchline Layout\cd129262_xsl001.dgnS.P. 8205-156 (TH 61)
{ TH 61 NB
{ TH 61 SB
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:30:58 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
870 870380+13.860
880 880
890 890
900 900
870 870
380+50.000
880 880
890 890
900 900
870 870
381+00.000
XS1 XS15
STA. 380+13.860 - 381+00.000
CLTH 61 NB INP
380+13.860
889.512
CL TH 61 SB INP
380+13.860
889.475
INP R/W
INP R/W
0.0%
EOC
EOBEOG
EOC EOG EOCEOG EOC
EOB
EOG
CBL GRDL INP
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
380+50.000
889.546
CL TH 61 SB INP
380+50.000
889.409
INP R/W
INP R/W0.0%
EOCEOB
EOG
EOC EOG EOCEOG EOC EOB EOG
CBL GRDL INP
1
:6
.0 1:8.7
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
381+00.000
889.474
CL TH 61 SB INP
381+00.000
889.594
INP R/W
INP R/W
0.0%
EOCEOB
EOG
EOC EOG EOCEOG EOC EOB EOG
CBL GRDL INP
1
:5
.8 1:7.8
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOXCEL= XCEL ENERGY
TMS = TRANSPORTATION MANAGEMENT SYSTEM
CMST = COMCAST
CLK = CENTURYLINK
CP = CENTERPOINT ENERGY
- UTILITY COMPANY ABBREVATIONS:
LOCATIONS.
TABULATIONS FOR ADDITIONAL OVERHEAD
-SEE EXISTING CONDITIONS AND PRIVATE UTILITY
RECENTLY CONSTRUCTED AND MAY NOT BE SHOWN.
ABANDONED.SOME UTILITIES MAY HAVE BEEN
- SOME UTILITIES MAY HAVE BEEN REMOVED OR
APPROXIMATE.
- UTILITY ELEVATIONS AND LOCATIONS ARE
ARE INPLACE.
STRUCTURES SHOWN ON THE CROSS SECTIONS
- ALL UTILITIES, LANDSCAPING, AND DRAINAGE
GENERAL CROSS SECTION NOTES:
INFORMATION NOT SHOWN ON THE CROSS SETIONS.
-SEE GRADING SHEETS FOR ADDITIONAL GRADING
CBL GRDL = CABLE BARRIER GUARDRAIL
EOF = EDGE OF FIELD
EOG = EDGE OF GRAVEL
EOC = EDGE OF CONCRETE
EOB = EDGE OF BITUMINOUS
- OTHER ABBREVATIONS:
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:30:59 AMben.johnson4/24/2024(TH )8205-156 61
870 870
880 880
890 890
900 900
860 860
381+50.000
870 870
880 880
890 890
900 900
860 860
382+00.000
880 880
890 890
900 900
870 870
382+35.000
XS2 XS15
STA. 381+50.000 - 382+35.000
CLTH 61 NB INP
381+50.000
889.259
CL TH 61 SB INP
381+50.000
889.233
INP R/W
INP R/W
EOC EOC EOCEOC EOBEOBEOGEOG
EOG
EOG
CBL GRDL INP
EOF
0.0%
1
:6
.2 1:7.6
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOGRDL INP
CLTH 61 NB INP
382+00.000
889.292
CL TH 61 SB INP
382+00.000
889.287
INP R/W
INP R/W
EOC EOC EOCEOC EOBEOBEOGEOG EOGEOG
CBL GRDL INP
EOF
0.0%
1
:5
.8 1:8.4
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOGRDL INP
CLTH 61 NB INP
382+35.000
889.361
CL TH 61 SB INP
382+35.000
889.308
INP R/W
INP R/W
EOC EOC EOCEOC
EOC
EOC
EOBEOBEOGEOG EOGEOG
CBL GRDL INP
EOF
0.0%
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:00 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
870 870
382+50.000
880 880
890 890
900 900
870 870
383+00.000
880 880
890 890
900 900
870 870
383+50.000
XS3 XS15
STA. 382+50.000 - 383+50.000
CLTH 61 NB INP
382+50.000
889.384
CL TH 61 SB INP
382+50.000
889.321
INP R/W
INP R/W
EOC EOC EOCEOC EOBEOBEOGEOG EOGEOG
CBL GRDL INP
EOF
1:7.4
0.0%
1
:6
.4
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
383+00.000
889.517
CL TH 61 SB INP
383+00.000
889.360
INP R/W
INP R/W
EOC EOC EOCEOC EOBEOBEOGEOG EOGEOG
CBL GRDL INP
EOF
0.0%
1
:6
.5 1:6.9
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
383+50.000
889.618
CL TH 61 SB INP
383+50.000
889.420
INP R/W INP R/WEOCEOCEOCEOCEOBEOBEOGEOGEOGEOG
CBL GRDL INP
EOF
0.0%1:6.71
:6
.6
EX OH ELEC - XCEL EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:01 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
870 870
383+78.875
880 880
890 890
900 900
870 870
384+00.000
880 880
890 890
900 900
870 870
384+25.000
XS4 XS15
STA. 383+78.875 - 384+25.000
CLTH 61 NB INP
383+78.875
CL TH 61 SB INP
383+78.875
INP R/W
INP R/W
EOFEOCEOCEOCEOCEOBEOBEOGEOG
EOGEOG
2.0%
1
:6
.0
889.67 889.46 CBL GRDL INP
1
:5
.8 3.9%1:6.0
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
384+00.000
CL TH 61 SB INP
384+00.000
INP R/W INP R/W
EOF
EOC
EOC
EOCEOC EOBEOB
EOG
EOG
EOGEOG
6.6%
1
:6
.0
0.7%2.1%
889.70 889.49 CBL GRDL INP
EX OH ELEC - XCEL EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
384+25.000
CL TH 61 SB INP
384+25.000
INP R/W INP R/W
EOF
EOC EOC EOCEOC EOBEOB
EOG EOG
EOGEOG
2.0%
1
:6
.0
1.3%0.9%2.0%
889.73 889.52 CBL GRDL INP
EX OH ELEC - XCEL EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO1
1
1
HEAD CROSS SLOPE DESIGN.
SEE INTERSECTION DETAILS FOR LOON
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:02 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
870 870
384+50.000
880 880
890 890
900 900
870 870
384+75.000
880 880
890 890
900 900
870 870
385+00.000
XS5 XS15
STA. 384+50.000 - 385+00.000
CLTH 61 NB INP
384+50.000
CL TH 61 SB INP
384+50.000
INP R/W
INP R/W
EOF
EOC EOC EOCEOC EOBEOBEOGEOG EOGEOG
2.0%
1:4.2
1
:6
.0
1.8%3.9%
1
:4
.9
889.76 889.55
CBL GRDL INP
EX OH ELEC - XCEL EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
384+75.000
CL TH 61 SB INP
384+75.000
INP R/W
INP R/W
EOF
EOC EOC EOCEOC EOB
EOB
EOG EOG EOGEOG
1:6.5
1
:4
.
0
2.0%
1
:5
.0
889.80 889.58 CBL GRDL INP
EX OH ELEC - XCEL EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
385+00.000
CL TH 61 SB INP
385+00.000
INP R/W
INP R/W
EOF
EOC EOC EOCEOC EOB
EOB
EOG EOG EOGEOG
2.0%1:4.
0
1
:6
.0 1:5.2
889.84 889.61 CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO1
1
1
HEAD CROSS SLOPE DESIGN.
SEE INTERSECTION DETAILS FOR LOON1
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:03 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
870 870
385+50.000
880 880
890 890
900 900
870 870
386+00.000
880 880
890 890
900 900
870 870
386+50.000
XS6 XS15
STA. 385+50.000 - 386+50.000
CLTH 61 NB INP
385+50.000
CL TH 61 SB INP
385+50.000
INP R/W
INP R/W
EOFEOCEOCEOCEOCEOBEOBEOG
EOG EOGEOG2.0%2.0%
1
:6
.0 1:6.0
1
:4
.
0
889.830 889.64
CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
386+00.000
CL TH 61 SB INP
386+00.000
INP R/W INP R/W
EOF
EOC EOC EOCEOCEOB
EOG
EOG EOG
EOG
2.0%
1
:6
.0 1:7.0
889.76 889.67
CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
386+50.000
CL TH 61 SB INP
386+50.000
INP R/W INP R/W
EOF
EOC EOC EOCEOCEOBEOG
EOG
EOGEOG
1:8.11
:6
.0
2.0%
889.66 889.69 CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:04 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
870 870
387+00.000
880 880
890 890
900 900
910 910
870 870
387+50.000
880 880
890 890
900 900
870 870
388+00.000
XS7 XS15
STA. 387+00.000 - 388+00.000
CLTH 61 NB INP
387+00.000
CL TH 61 SB INP
387+00.000
INP R/W INP R/W
EOF
EOC EOC
EOC
EOCEOB EOG
EOG
EOG
EOG
2.0%1
:6
.0 1:8.7
889.81 889.75
CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
387+50.000
CL TH 61 SB INP
387+50.000
INP R/W
INP R/W
EOF
EOC EOC EOC
EOCEOB EOG
EOG EOGEOG
1:9.12.0%1
:6
.0
889.92 889.82 CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
388+00.000
CL TH 61 SB INP
388+00.000INP R/W
INP R/W
EOF
EOC EOC EOC
EOCEOB EOG EOG EOGEOG
2.0%9.9%1
:6
.0
890.00 889.85 CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:05 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
870 870
388+50.000
880 880
890 890
900 900
910 910
870 870
389+00.000
880 880
890 890
900 900
910 910
870 870
389+50.000
XS8 XS15
STA. 388+50.000 - 389+50.000
CLTH 61 NB INP
388+50.000
CL TH 61 SB INP
388+50.000INP R/W
INP R/W
EOF
EOC EOC EOCEOCEOBEOGEOG EOGEOG
2.0%1
:6
.8
9.5%
890.07 889.91 CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
389+00.000
CL TH 61 SB INP
389+00.000INP R/W
INP R/W
EOF
EOC
EOC EOCEOCEOBEOGEOG EOGEOG
2.0%1:8.3
9.5%
890.19 889.94 CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
389+50.000
CL TH 61 SB INP
389+50.000
INP R/W
INP R/W
EOF
EOC EOC EOCEOCEOBEOGEOG EOG
EOG 2.0%9.0%
9.3%
890.25 889.96 CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:06 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
910 910
870 870
390+00.000
880 880
890 890
900 900
910 910
870 870
390+18.000
880 880
890 890
900 900
910 910
870 870
390+50.000
XS9 XS15
STA. 390+00.000 - 390+50.000
CLTH 61 NB INP
390+00.000
CL TH 61 SB INP
390+00.000
INP R/W
INP R/W
EOC EOC
EOCEOC
EOB
EOB
EOGEOG
EOG EOG EOG
EOG
6.2%7.1%
890.30 889.91
CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
390+18.000
CL TH 61 SB INP
390+18.000
2.3%1.5%1.5%2.5%
890.28
889.83
INP R/W
EOC
EOB EOG EOG
EOC
INP R/W
EX OH ELEC - XCELEX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTF/O - CLKF/O - ZAYOCLTH 61 NB INP
390+50.000
CL TH 61 SB INP
390+50.000INP R/W
INP R/W EOF
EOCEOC
EOB
EOG EOG
2.0%
8.3%9.9%
890.33
889.82
EX OH ELEC - XCEL
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTF/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:07 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
910 910
870 870
390+75.000
880 880
890 890
900 900
910 910
870 870
391+00.000
880 880
890 890
900 900
910 910
870 870
391+50.000
XS10 XS15
STA. 390+75.000 - 391+50.000
CLTH 61 NB INP
390+75.000
CL TH 61 SB INP
390+75.000
INP R/W INP R/W EOF
EOCEOC EOCEOC
EOB
EOB
EOG EOG
EOG
8.3%1:8.1 2.0%
890.41
889.71
EX OH ELEC - XCEL
EX OH ELEC - XCEL EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTF/O - CLKF/O - ZAYOCLTH 61 NB INP
391+00.000CLTH 61 SB INP
391+00.000
INP R/W
INP R/W
EOF
EOCEOC EOC
EOC
EOB EOB
EOG EOG
EOG EOG
EOG
2.0%
8.2%1:6.6
890.60
889.39
CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTF/O - CLKF/O - ZAYOCLTH 61 NB INP
391+50.000CLTH 61 SB INP
391+50.000
INP R/W INP R/W
EOC
EOC
EOC
EOC EOB
EOB EOB
EOG
EOG EOGEOG
1:9.8
1:5.9 2.0%
890.64
889.62
CBL GRDL INP
EX OH ELEC - XCEL
EX OH ELEC - XCEL EX OH ELEC - XCEL
GAS - CPELEC - TMSF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:08 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
910 910
870 870
392+00.000
880 880
890 890
900 900
910 910
870 870
392+50.000
880 880
890 890
900 900
910 910
870 870
393+00.000
XS11 XS15
STA. 392+00.000 - 393+00.000
CLTH 61 NB INP
392+00.000CLTH 61 SB INP
392+00.000
INP R/W INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOG
EOG EOGEOG
1:8.9 1:5.7 2.0%
890.69
889.52
CBL GRDL INP
EX OH ELEC - XCELEX OH ELEC - XCEL EX OH ELEC - XCEL
GAS - CPELEC - TMSF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
392+50.000CLTH 61 SB INP
392+50.000
INP R/W INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOG
EOG EOGEOG
1:8.4
1:5.6 2.0%
890.70
889.40
CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
393+00.000CLTH 61 SB INP
393+00.000
INP R/W INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOG
EOG EOGEOG
1:7
.4 1:5.5 2.0%
890.71
889.37
CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:09 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
910 910
870 870
393+50.000
880 880
890 890
900 900
910 910
870 870
394+00.000
880 880
890 890
900 900
910 910
870 870
394+50.000
XS12 XS15
STA. 393+50.000 - 394+50.000
CLTH 61 NB INP
393+50.000CLTH 61 SB INP
393+50.000
INP R/W INP R/W
EOC
EOC
EOCEOC EOB
EOB EOB
EOG
EOG
EOGEOG
1
:6
.5
1:5.4 2.0%
890.74
889.29 CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
394+00.000CLTH 61 SB INP
394+00.000
INP R/W
INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOG
EOG EOGEOG
1
:6
.0 1:5.3
2.0%
890.76
889.19 CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
394+50.000CLTH 61 SB INP
394+50.000
INP R/W
INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOG
EOG
EOG
EOG
1
:5
.6
1:5.2 2.0%
890.76
889.10
CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:09 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
910 910
870 870
395+00.000
880 880
890 890
900 900
910 910
870 870
395+50.000
880 880
890 890
900 900
910 910
870 870
395+75.000
XS13 XS15
STA. 395+00.000 - 395+75.000
CLTH 61 NB INP
395+00.000CLTH 61 SB INP
395+00.000
INP R/W
INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOG
EOG
EOG
EOG
1
:5
.2
1:5.0
2.0%
890.75
889.00 CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
395+50.000CLTH 61 SB INP
395+50.000
INP R/W
INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOB
EOG
EOG EOG
EOG
2.0%
1
:4
.8
1:5.0 3.0%
1:6.0
890.72
889.08
CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
395+75.000CLTH 61 SB INP
395+75.000
INP R/W
INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOB
EOG
EOG EOG
EOG
2.0%1
:5
.3
1:4.9 3.1%
1:6.0
890.68
889.00 CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:10 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
910 910
870 870
396+00.000
880 880
890 890
900 900
910 910
870 870
396+25.000
880 880
890 890
900 900
910 910
870 870
396+50.000
XS14 XS15
STA. 396+00.000 - 396+50.000
CLTH 61 NB INP
396+00.000CLTH 61 SB INP
396+00.000
INP R/W
INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOB
EOG
EOG EOGEOG
2.0%
1:6.0 1:4.2 9.5%4.0%
1
:6
.6
890.66
888.94 CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
396+25.000CLTH 61 SB INP
396+25.000
INP R/W
INP R/W
EOC
EOC
EOC
EOC
EOB
EOB EOB
EOB
EOG
EOG EOGEOG
2.0%
1:6.0
4.7%
2.0%1.6%6.5%
890.65
888.89 CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYOCLTH 61 NB INP
396+50.000CLTH 61 SB INP
396+50.000
INP R/W
INP R/W
EOC
EOC
EOC
EOC
EOB
EOB
EOB
EOG
EOG
EOG
EOG
2.0%
1:6.0
2.0%
4.1%
3.5%1.6%
890.63
888.84 CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
0000 10101010 20202020 30303030 40404040 50505050 60606060 70707070 80808080 90909090 100100100100 110110110110 120120120120 130130130130 140140140140150150160160
STATE PROJ. NO. SHEET NO.OF SHEETSbmi.tblH:\COTT\0N1129262\CAD\MS\plans\XS\cd129262_xsp_TH61_001.dgnpdf-B and W.pltcfg7:31:11 AMben.johnson4/24/2024(TH )8205-156 61
880 880
890 890
900 900
910 910
870 870
396+78.775
880 880
890 890
900 900
910 910
870 870
396+88.950
XS15 XS15
STA. 396+78.775 - 396+88.950
CLTH 61 NB INP
396+78.775CLTH 61 SB INP
396+78.775
INP R/W
INP R/W
EOC
EOC
EOC
EOC
EOB
EOB
EOG
EOG EOGEOG
2.0%1:6 3.1%
2.6%
890.59
888.78 CBL GRDL INP
EX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO2.0%
CLTH 61 NB INP
396+88.950CLTH 61 SB INP
396+88.950
888.76
890.57
EOC EOB
EOG
EOCEOG
EOCEOB
EOG
EOC EOGINP R/W
INP R/W
CBL GRDL INP
F/O - CMSTF/O - CMSTEX OH ELEC - XCEL
GAS - CPELEC - TMSCOMM - CLKF/O - CMSTEX OH COMM - CLK
F/O - CLKF/O - ZAYO
1
City Council Action Request
7.S.
Meeting Date 5/1/2024
Department Public Works
Agenda Category Action Item
Title Yard Waste Facility Agreement
Staff Recommendation Approve the First Amendment to the Yard Waste Facility Agreement
with Rumpca Companies, Inc.
Budget Implication N/A
Attachments 1. Approve Compost Site Agreements_2024-4-26
2. First Amendment to Yardwaste Agreement 4-16-24
To:Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From:Ryan Burfeind, PE, Public Works Director
Date:April 26, 2024
Re:Approve Amendment to Yard Waste Facility Agreement
Background
The compost site in Cottage Grove is operated by Rumpca Companies and was historically
located on property owned by WAG Farms. Compost site services are often supported by or
provided by local government units as they serve multiple benefits to the community. One of
these benefits is to help meet the County’s material reuse goals per their recycling grant
program. This is accomplished by turning yard/garden waste into compost, tree debris into
mulch, and rock/concrete debris into landscape materials. Another benefit is to provide a
convenient drop-off location for these various materials, keeping them from being dumped
along City roadways and property. Finally, having a compost site located in Cottage Grove
offers great efficiency and cost savings for City operations, given the large amount of trees and
brush that the City removes each year.
With the pending development of Kwik Trip on approximately half of the historic compost site
location, it was necessary for the operations to be relocated over the winter to the east side of
Glendening Road. Over the winter, the City also purchased the land east of Glendening Road,
to be used for future regional stormwater management. At the December 6, 2023, City Council
meeting, a right-to-enter was approved that would allow Rumpca to immediately begin
relocating their operations to the new City property. This relocation was required to be
completed by March 1, 2024, which Rumpca accomplished. While the full 2022 Yard Waste
Facility Agreement is still in effect, an amendment was required to memorialize the new lease
area.
Discussion
An amendment to the Yard Waste Facility agreement was approved at the December 6, 2023,
City Council meeting. Since that time, there have been additional discussions regarding the
time Rumpca has to vacate the new location. Given the City will eventually need to excavate
the area for regional ponding, this is only a temporary location. The time to vacate the entire
site was set at 120 days, however this creates a major challenge as compost takes one year to
be processed and meet the required specifications to sell. Another consideration is that part of
the new compost site area will need to be excavated to provide fill material for the WAG
property in the northeast corner of Jamaica Ave & 100th Street. Finally, fill is needed for the
Kwik Trip property, which is located outside of the new compost site area and is readily
available. A detailed analysis was completed on the fill that is available; this information was
then used to create a phased approach if Rumpca needs to vacate the new compost site.
Honorable Mayor, City Council, and Jennifer Levitt
Approve Amendment Yard Waste Facility Agreement
April 26, 2024
Page 2
Below is a figure showing the new compost site area.
A revised amendment to the Yard Waste Facility agreement has been drafted by the City
Attorney. Under this agreement, Rumpca will need to vacate Area 2 within 120 days if the
lease is terminated, which would provide the necessary fill for development of the WAG parcel
in the northeast corner of Jamaica Ave & 100th Street. There were also temperature restrictions
added to the agreement, in the case of winter conditions. If a new location is not available to
relocate to, Rumpca will have one year to vacate Area 1, so they can process and sell all of the
compost on the site. Rumpca has signed the amendment, which is enclosed for approval.
Recommendation
It is recommended the City Council approve the First Amendment to the Yard Waste Facility
Agreement with Rumpca Companies, Inc.
1
FIRST AMENDMENT TO YARDWASTE FACILITY AGREEMENT
THIS FIRST AMENDMENT TO YARDWASTE FACILITY AGREEMENT (this
“First Amendment”) is entered into as of , 2024 (the “Effective
Date”), by and between the City of Cottage Grove, a Minnesota municipal corporation (“City”), and
Rumpca Companies, Inc., a Minnesota corporation (“Rumpca”).
RECITALS
Recital No. 1. City and Rumpca entered into that certain Agreement between the City
and Rumpca for Operation and Maintenance of Yardwaste Facility dated August 17, 2022
(“Agreement”), to allow Rumpca to operate and maintain a site for receiving, storage, debagging,
composting, transferring, and processing of Yardwaste and other materials, located on real
property controlled by the City and depicted and described on Exhibit A to the Agreement
(“Original Property”).
Recital No. 2. A First Amendment to Yardwaste Facility Agreement was approved and
executed by the City Council on December 6, 2023, however, Rumpca did not agree to its terms,
did not execute it and therefore the First Amendment to Yardwaste Facility Agreement approved
on that date is null and void.
Recital No. 3. Pursuant to Section 7(B) of the Agreement, City sent a Notice of
Termination of Agreement on October 17, 2023 to Rumpca, requiring Rumpca to remove all of its
personal property, including any finished compost, unprocessed materials, equipment, tools,
supplies and other materials necessary to operate is business (“Yardwaste Facility”) from the
Original Property no later than February 1, 2024.
Recital No. 4. Rumpca has removed the Yardwaste Facility from the Original Property
to a new location owned by the City, which is depicted on new Exhibit A, attached hereto and
incorporated herein.
Recital No. 5. The parties desire to enter into a new First Amendment outlining new
termination terms and identifying the new location of the Yardwaste Facility.
NOW, THEREFORE, in consideration of the mutual promises and covenants of each to
the other contained in this First Amendment and other good and valuable consideration, receipt of
which is hereby acknowledged, the parties hereto do covenant and agree as follows:
1. The First Amendment to Yardwaste Facility that was approved by the City Council on
December 6, 2023 is null and void.
2. The entire Agreement is hereby incorporated into this First Amendment, except as
modified below.
3. The Recitals above are hereby incorporated into the Agreement.
2
4. Section 7(B) shall be removed and replaced in its entirety with the following:
B. No Cause Termination.
(1) If Rumpca has a new site available for the relocation of its operations, then upon
written notice of termination, Rumpca will have 120 days to fully vacate all of the
Property. Only days with a high temperature above 10 degrees will count towards
the 120-day requirement.
(2) If Rumpca does not have a new site available for the relocation of its operations,
Rumpca will fully vacate Area 1 depicted on Exhibit A within 120 days of written
notice of termination. Only days with a high temperature above 10 degrees will
count towards the 120-day requirement. Rumpca will fully vacate Area 2 depicted
on Exhibit A within one year from the written notice of termination. Rumpca may
continue to operate and sell Finished Products in Area 2 up to the date of vacation.
There is no temperature requirement during the one-year period. Rumpca agrees that
it will not accept any new Yardwaste or Acceptable Materials during the one-year
period.
5. Exhibit A of the Agreement shall be removed and replaced in its entirety with the attached
Exhibit A.
6. Except as provided for above, the terms and provisions of the Agreement shall remain in
full force and effect.
7. This First Amendment and all disputes or controversies arising out of or relating to this
First Amendment, or the transactions contemplated hereby shall be governed by, and
construed in accordance with, the internal laws of the State of Minnesota, without regard
to the laws of any other jurisdiction that might be applied because of the conflicts of laws
principles of the State of Minnesota.
8. Nothing contained herein shall be deemed a waiver by the City of any governmental
immunity defenses, statutory or otherwise. Further, any and all claims brought by
Developer or its successors or assigns, shall be subject to any governmental immunity
defenses of the City and the maximum liability limits provided by Minnesota Statutes,
Chapter 466.
9. This First Amendment may be executed in two or more counterparts, all of which shall be
considered one and the same instrument and shall become effective when one or more
counterparts have been signed by the parties and delivered to the other parties.
10. This First Amendment shall not be amended, modified or supplemented, except by a
written instrument signed by an authorized representative of each party.
[remainder of page intentionally blank]
3
IN AGREEMENT, the parties hereto have hereunto set their hands as of the Effective
Date.
CITY OF COTTAGE GROVE
By ________________________________
Myron Bailey
Its Mayor
By ________________________________
Tamara Anderson
Its City Clerk
A-1
EXHIBIT A
DEPICTION OF PROPERTY
1
City Council Action Request
7.T.
Meeting Date 5/1/2024
Department Public Works
Agenda Category Action Item
Title Title VI Policy
Staff Recommendation Adopt Resolution 2024-070 implementing the Title VI policy.
Budget Implication N/A
Attachments 1. Title VI Plan CC Memo
2. Title VI Plan Resolution
3. Title VI Plan
To: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From: Crystal Raleigh, P.E., Assistant City Engineer
Date: April 24, 2024
Re: Title VI Policy
Background
Title VI of the Civil Rights Act of 1964 provides that no person shall be excluded from
participation in, be denied the benefits of, or be subjected to discrimination on the grounds of
race, color, or national origin under any program or activity receiving federal financial assistance.
Nondiscrimination laws are also found in other statutes, regulations, and Executive Orders. The
Minnesota Human Rights Act prohibits discrimination in the provision of public services on the
basis of race, color, creed, religion, national origin, sex, marital status, disability, gender identity,
sexual orientation, and status with regard to public assistance.
Discussion
The City of Cottage Grove, as a recipient of federal financial assistance, must comply with Title
VI of the Civil Rights Act of 1964, Department of Transportation regulation 49 CFR Part 21, and
related statutes and regulations. The City of Cottage Grove mu st prepare a Title VI
implementation plan, in accordance with these regulations.
The policy applies to all departments and operations of the City of Cottage Grove, its contractors
and anyone who acts on behalf of the City of Cottage Grove . It prohibits the denial of services,
segregation, or separate treatment, and discrimination in activities related to infrastructure or
facility construction or repairs.
The U.S. DOT has provided a list of Standard Title VI/Non-Discrimination Assurances. These
assurances provide the City with specific non -discrimination language to include in bid
solicitations, requests for proposals, contracts, and real estate agreements.
The City of Cottage Grove Title VI policy identifies Human Resources Manager, Joe Fischbach,
as the Title VI Coordinator. It also identifies several program areas to actively engage in non-
discrimination practices. These program areas include contracting, capital project planning,
public engagement, and maintenance. The plan also includes a complaint policy and complaint
form.
Finally, the policy includes a section on language access and limited English proficiency (LEP)
and it was found that the City demographics do not currently meet thresholds requiring
translation of written documents. This is to be reevaluated every 5 years. The City does provide
a language service that is utilized as needed.
Honorable Mayor, City Council, and Jennifer Levitt
Title VI Policy
April 24, 2024
Page 2 of 2
Implementation of the Title VI policy will involve the adoption of the U.S. DOT standard
assurances, publishing a Notice of Rights within City public spaces, and making the policy and
complaint form available to the public.
Recommendation
It is recommended the City Council adopt Resolution 2024-070 implementing the Title VI policy.
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-070
RESOLUTION APPROVING AND ADOPTING THE
CITY OF COTTAGE GROVE TITLE VI PLAN
WHEREAS, Title VI of the Civil Rights Act of 1964 provides that no person
shall be excluded from participation in, be denied the benefits of, or be subjected
to discrimination on the grounds of race, color, or national origin under any
program or activity receiving federal financial assistance.
WHEREAS, the Minnesota Human Rights Act prohibits discrimination in the
provision of public services on the basis of race, color, creed, religion, national
origin, sex, marital status, disability, gender identity, sexual orientation, and status
with regard to public assistance; and
WHEREAS, the City of Cottage Grove, as a recipient of federal financial
assistance, must comply with Title VI of the Civil Rights Act of 1964, Department
of Transportation regulation 49 CFR Part 21, and related statutes and regulations
and has therefore prepared a Title VI implementation plan, in accordance with
these regulations.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of
Cottage Grove, County of Washington, State of Minnesota, that the attached Title
VI Plan for the City of Cottage Grove is hereby adopted.
Passed this 1st day of May 2024.
__________________________
Myron Bailey, Mayor
Attest:
___________________________
Tamara Anderson, City Clerk
Title VI Plan For MnDOT FHWA Subrecipient
CITY OF COTTAGE GROVE, MN
12800 Ravine Parkway S, Cottage Grove, MN 55016 651-458-2800 | CottageGroveMN.gov
DATE APPROVED:
City of Cottage Grove Title VI Policy 1
Title VI Plan Revision Log
Date
Month/day/year Section Revised Summary of Revisions
Plan established and approved
City of Cottage Grove Title VI Policy 2
Table of Contents
Title VI Plan Revision Log ....................................................................................................... 1
I. Introduction ....................................................................................................................... 3
II. Legal Authorities .............................................................................................................. 4
III. Title VI and Non-Discrimination Policy Statement ......................................................... 5
V. Organization, Staffing, and Structure .............................................................................. 7
VI. Training ............................................................................................................................. 8
VII. Primary Program Area Descriptions & Review Procedures .......................................... 9
VIII. Data Collection .................................................................................................................11
IX. Title VI Complaint Procedures ........................................................................................12
X. Environmental Justice .....................................................................................................16
XI. Public Participation .........................................................................................................18
XII. Limited English Proficiency (LEP) & Language Access ...............................................19
XIII. Notice of Rights ...............................................................................................................27
Appendix A – Title VI Assurances
Appendix B – Title VI Complaint Form
City of Cottage Grove Title VI Policy 3
I. Introduction
Title VI of the Civil Rights Act of 1964 prohibits discrimination on the basis of race, color, or
national origin in any program or activity receiving federal financial assistance. Several other
federal legal authorities supplement Title VI by extending protections based on age, sex,
disability, limited English proficiency, and low-income status. In addition, the Civil Rights
Restoration Act of 1987 clarified Title VI enforcement by mandating that Title VI requirements
apply to all programs and activities of federal-aid recipients regardless of whether any particular
program or activity involves federal funds. Taken together, these laws require recipients and
subrecipients of federal funds to ensure all programs and services are delivered to the public
without discrimination.
The City of Cottage Grove, as a recipient of federal financial assistance, will ensure full
compliance with Title VI of the Civil Rights Act of 1964; 49 C.F.R. Part 21 (Department of
Transportation Regulations for the Implementation of Title VI of the Civil Rights Act of 1964); 49
C.F.R. Part 21; and related statutes and regulations. The City of Cottage Grove acknowledges it
is subject to and will comply with Federal Highway Administration Title VI Assurances.
This plan explains how The City of Cottage Grove incorporates the requirements of Title VI and
related legal authorities into its operations. The plan will be used a reference for the City of
Cottage Grove and an informational resource for the public. The plan will be updated every 5
years to reflect changes in Title VI compliance operations.
City of Cottage Grove Title VI Policy 4
II. Legal Authorities
The City of Cottage Grove Title VI compliance program is governed by many legal authorities,
including, but not limited to, the list below.
Legal Authority Summary
Title VI of the Civil
Rights Act of 1964, 42
U.S.C. § 2000d et
seq.
Prohibits discrimination on the basis of race, color, and national
origin in programs and activities receiving federal financial
assistance.
Federal-Aid Highway
Act of 1973, 23 U.S.C.
§ 324.
Prohibits discrimination on the basis of sex in programs and
activities receiving federal financial assistance.
Age Discrimination
Act of 1975, 42 U.S.C.
§ 6101 et seq.
Prohibits discrimination on the basis of age in programs and
activities receiving federal financial assistance.
Section 504 of the
Rehabilitation Act of
1973, 29 U.S.C. §
794.
Prohibits discrimination on the basis of disability in programs and
activities receiving federal financial assistance.
Uniform Relocation
Act of 1970, 42 U.S.C.
§ 4601 et seq.
Requires fair treatment of persons displaced by federal-aid programs
and projects.
Environmental Justice
Executive Order
(Exec. Order No.
12898, 59 Fed. Reg.
7629 (Feb. 11, 1994).)
Requires federal agencies and federal-aid recipients to identify and
address “disproportionately high and adverse human health or
environmental effects of its programs, policies and activities on
minority populations and low-income populations.”
Limited English
Proficiency Executive
Order (Exec. Order
No. 13166, 65 Fed.
Reg. 50121 (Aug. 11,
2000).)
Recipients of federal financial assistance must provide meaningful
access to limited English proficiency (LEP) applicants and
beneficiaries.
49 C.F.R. Part 21 Nondiscrimination in Federally-Assisted Programs of the Department
of Transportation.
23 C.F.R. Part 200 Title VI Program and Related Statutes - Implementation and Review
Procedures.
City of Cottage Grove Title VI Policy 5
III. Title VI and Non-Discrimination Policy Statement
It is the policy of the City of Cottage Grove that no person shall on the grounds of race, color,
creed, religion, national origin, sex, marital status, disability, gender identity, sexual orientation
or status with regard to public assistance be excluded from participation in, be denied the
benefits of, or be subjected to discrimination in any operation of The City of Cottage Grove as
provided by Title VI of the Civil Rights Act of 1964 and related statutes.
In addition, Executive Order No. 12898, 59 Fed. Reg. 7629 (Feb. 11, 1994) requires The City of
Cottage Grove to ensure fair treatment and meaningful involvement of low income populations
in all programs and activities, and Executive Order No. 13166, 65 Fed. Reg. 50121 (Aug. 11,
2000) requires agency programs to incorporate access for people with limited English
proficiency.
This policy applies to all operations of The City of Cottage Grove, including its contractors and
anyone who acts on behalf of The City of Cottage Grove. This policy also applies to the
operations of any department or agency to which The City of Cottage Grove extends federal
financial assistance. Federal financial assistance includes grants, training, use of equipment,
donations of surplus property, and other assistance.
The Minnesota Human Rights Act prohibits discrimination in the provision of public services on
the basis of race, color, creed, religion, national origin, sex, marital status, disability, gender
identity, sexual orientation, and status with regard to public assistance. Public services are
defined to include any department or agency managed by any city or county in Minnesota.
Prohibited discrimination may be intentional or unintentional. Seemingly neutral acts that have
disparate impacts on individuals of a protected group and lack a substantial legitimate
justification are a form of prohibited discrimination. Harassment and retaliation are also
prohibited forms of discrimination.
Examples of prohibited types of discrimination based on race, color, creed, national origin, sex,
marital status, disability, gender identity, sexual orientation, or status with regard to public
assistance include: Denial to an individual any service, financial aid, or other benefit;
Distinctions in the quality, quantity, or manner in which a benefit is provided; Segregation or
separate treatment; Restriction in the enjoyment of any advantages, privileges, or other benefits
provided; and Discrimination in any activities related to highway and infrastructure or facility built
or repaired.
Title VI compliance is a condition of receipt of federal funds. The Title VI Coordinator is
authorized to ensure compliance with this policy, Title VI of the Civil Rights Act of 1964, 42
U.S.C. § 2000d et seq. and related statutes, and the requirements of 23 C.F.R. Part 200 and 49
C.F.R. Part 21.
_____________________________ ________________________
(Top Agency or Department Official) Date
City of Cottage Grove Title VI Policy 6
IV. Title VI Assurances
The U.S. DOT requires that federal financial assistance be provided on the condition that the
recipient provides an assurance that its programs and activities will be conducted in compliance
with Title VI of the Civil Rights Act of 1964. The requirement is located at 49 CFR 21.7(a). To
support the implementation of this requirement, the U.S. DOT provided an assurances
agreement in U.S. DOT Order 1050.2A that federal fund recipients and subrecipients must sign
as a condition of receiving federal financial assistance.
The assurances agreement provides specific non-discrimination language The City of Cottage
Grove is required to include in bid solicitations or requests for proposal, contracts, and real
estate agreements. The City of Cottage Grove is committed to ensuring the necessary language
is used as prescribed in the assurances agreement.
In accordance with this requirement, The City of Cottage Grove has signed the U.S. DOT
Standard Title VI/Non-Discrimination Assurances. The document is attached as Appendix A.
City of Cottage Grove Title VI Policy 7
V. Organization, Staffing, and Structure
The City of Cottage Grove is ultimately responsible for assuring full compliance with the
provisions of Title VI of the Civil Rights Act of 1964 and related statutes and has directed that
non-discrimination is required of all agency employees, contractors, and agents pursuant to 23
C.F.R. Part 200 and 49 C.F.R. Part 21.
The City of Cottage Grove has assigned Joe Fischbach, Human Resources Manager, to
perform the duties of the Title VI Coordinator and ensure implementation of the agency’s Title VI
program. The position of Human Resources Manager is located within the Administration
Department.
City of Cottage Grove – Administrative Organizational Chart
The Title VI Coordinator is responsible for:
● Maintaining and updating the Title VI plan on the agency’s behalf;
● Ensuring relevant agency staff receive necessary Title VI training;
● Ensuring prompt processing of Title VI complaints and referral to Minnesota Department
of Transportation;
● Developing procedures for the collection and analysis of statistical data;
● Developing a program to conduct Title VI reviews of program areas; and
● Developing Title VI information for dissemination internally and externally.
City of Cottage Grove Title VI Policy 8
VI. Training
The City of Cottage Grove will ensure that its staff understand Title VI of the Civil Rights Act of
1964 and how it may apply to their work. The following options are available for providing
training:
· Review of the City of Cottage Grove Title VI Plan
· Reasonable attendance at available Title VI trainings provided by the Minnesota
Department of Transportation, U.S. Department of Transportation or its applicable
operating administrations, or the U.S. Department of Justice.
· Viewing the video Understanding and Abiding by Title VI of the Civil Rights Act of 1964
produced by the U.S. Department of Justice
The City of Cottage Grove will maintain records indicating that staff have received sufficient
training on a periodic basis.
City of Cottage Grove Title VI Policy 9 VII. Primary Program Area Descriptions & Review Procedures The City of Cottage Grove engages in the following program areas: Program Area General Description Title VI/Non-Discrimination Concerns and Responsibilities Review Procedures for Ensuring Non-Discrimination Contracting Develops and manages contracts and contracting opportunities, including specifications, bidding process, and contract execution. Maintaining an open and fair bidding process for all contracts. Ensure Title VI Assurances appendices are included in contracts as specified within the assurances document. Reviewing contracts for necessary Title VI language. Reviewing any available data on contract recipients to ensure nondiscrimination in contracting. Reviewing bidding procedures to ensure nondiscrimination and equal opportunity. Capital Project Planning Short-term and long-term planning of transportation projects Ensuring no communities are subject to a disparate lack of transportation based on a protected class. Ensuring comprehensive public participation to meet environmental justice requirements. Providing language access as needed. Review planning decisions through equity lens to ensure nondiscrimination. Reviewing public engagement activities periodically to determine whether engagement opportunities were offered to all communities. Documenting language access requests. Public Engagement Coordinates public engagement activities for planning and project development, as well as relationship-Ensuring no communities are subject to a disparate lack of public engagement based on a protected Reviewing public engagement activities periodically to determine whether engagement opportunities
City of Cottage Grove Title VI Policy 10 Program Area General Description Title VI/Non-Discrimination Concerns and Responsibilities Review Procedures for Ensuring Non-Discrimination building engagement activities. class. Comprehensive public participation to meet environmental justice requirements. Providing language access as needed. Disseminating Title VI information to the public to ensure they are aware of their rights to be free from discrimination. were offered to all communities. Reviewing public engagement activities periodically to determine whether engagement opportunities were offered to all communities. Documenting language access requests. Maintenance Services roadways and rights of way including, but not limited to, providing: · Curb and pavement repairs · Signage · Drainage · Utilities · Pedestrian ways · Snow and ice removal Ensuring no communities are subject to a disparate lack of maintenance services based on a protected class. Reviewing resources provided to the community and determining whether any protected class communities have disproportionately benefited or been harmed by the delivery of maintenance services.
City of Cottage Grove Title VI Policy 11 VIII. Data Collection Program Area Type of Data Collected & Process for Collecting Intended Outcome of Data Analysis (i.e. Title VI Purpose for Collecting the Data) Contracting Identifying contractors who are a: · Disadvantaged Business Enterprise (DBE) by the Minnesota Unified Certification Program · Targeted Group Business (TGB) by the Minnesota Department of Administration · Veteran-Owned/Service-Disabled Business by the United States Department of Veterans Affairs Ensuring equal opportunity in contracting to all individuals and groups. Capital Project Planning Reviewing data from the U.S. Census Bureau and other credible sources to determine demographic make-up of the local community. Ensuring project impacts do not disproportionately impact any individuals or groups based on a protected class status. Public Engagement Reviewing data from the U.S. Census Bureau and other credible sources to determine demographic make-up of the local community. Ensuring communications and interactions with the public sufficiently reach all local demographics. Ensure people with limited English Proficiency are able to effectively participate and engage in public meetings. Maintenance Reviewing maintenance activities by geography and demographic makeup of communities receiving the maintenance services Ensuring no communities are subject to a disparate lack of maintenance services based on a protected class.
City of Cottage Grove Title VI Policy 12
IX. Title VI Complaint Procedures
Scope of Title VI Complaints
No person or groups of persons shall, be excluded from participation in, be denied the benefits
of, or be otherwise subjected to discrimination under any and all programs, services, or activities
administered by The City of Cottage Grove, and its contractors on the grounds of race, color,
creed, religion, national origin, sex, marital status, disability, gender identity, sexual orientation,
or status with regard to public assistance.
The scope of Title VI covers all internal and external activities of The City of Cottage Grove.
The following types of actions are prohibited under Title VI protections (See 49 C.F.R. 21.5):
· Excluding individuals or groups from participation in programs or activities
· Denying program services or benefits to individuals or groups
· Providing a different service or benefit or providing them in a manner different from what
is provided to others
· Denying an opportunity to participate as a member of a planning, advisory or similar
body that is an integral part of the program
· Retaliation for making a complaint or otherwise participating in any manner in an
investigation or proceeding related to Title VI of the Civil Rights Act of 1964
The complaint procedure below is available from the Minnesota Department of Transportation
(MnDOT) in Spanish, Somali, and Hmong.
How to File a Formal Title VI Complaint
Any person(s) or organization(s) believing they have been discriminated against on the basis of
the protected classes stated above by The City of Cottage Grove or its contractors may file a
Title VI complaint.
Discrimination complaints must be received no more than 180 days after the alleged
incident unless the time for filing is extended by the processing agency.
Complaints should be in writing and signed and may be filed by mail, fax, in person, or e-mail. A
complaint should contain the following information:
· A written explanation of the alleged discriminatory actions;
· The complainant’s contact information, including, if available: full name, postal address,
phone number, and email address;
· The basis of the complaint (e.g., race, color, national origin, etc.);
· The names of specific persons and respondents (e.g., agencies/organizations) alleged
to have discriminated;
City of Cottage Grove Title VI Policy 13
· Sufficient information to understand the facts that led the complainant to believe that
discrimination occurred in a program or activity that receives Federal financial
assistance; and
· The date(s) of the alleged discriminatory act(s) and whether the alleged discrimination is
on-going.
Complainants are encouraged to submit complaints directly to Minnesota Department of
Transportation (MnDOT) via its online complaint form available here:
https://www.dot.state.mn.us/civilrights/nondiscrimination-complaint-form.html.
Complaints can also be filed by completing and submitting The City of Cottage Grove ’s Title VI
Complaint Form available in Appendix B or by sending an email or letter with the necessary
information to:
The City of Cottage Grove
12800 Ravine Parkway South
Cottage Grove, MN 55116
Email: jfischbach@cottagegrovemn.gov
Phone: 651-458-2883
The complaint form is also available in hard copy at Cottage Grove City Hall. Language
assistance is available for limited English proficient individuals. MnDOT has hard copy
complaint forms available in Spanish, Somali, and Hmong. Other languages can be
accommodated as needed.
If necessary, the complainant may use the phone number above and provide the allegations by
telephone. The Title VI Coordinator will transcribe the allegations of the complaint as provided
over the telephone and send a written complaint to the complainant for correction and signature.
Complaints can also be filed directly with the following agencies:
Federal Highway Administration
U.S. Department of Transportation Office of Civil Rights
1200 New Jersey Avenue, SE
8th Floor E81-105
Washington, DC 20590
Email: CivilRights.FHWA@dot.gov
Fax: 202-366-1599
Phone: 202-366-0693
Minnesota Department of Transportation
Office of Civil Rights
385 John Ireland Boulevard, Mail Stop 170
St. Paul, MN 55105
City of Cottage Grove Title VI Policy 14
Online: Complaint Form
Fax: 651-366-3129
Phone: 651-366-3073
After submitting a complaint, the complainant will receive a correspondence informing them of
the status of the complaint within ten (10) business days of The City of Cottage Grove or other
agency receiving the complaint.
Complaints received by The City of Cottage Grove’s Title VI Coordinator are forwarded to the
MnDOT Office of Civil Rights (OCR). MnDOT OCR will forward the complaint to the FHWA
Minnesota Division Office, along with a preliminary processing recommendation. The FHWA
Minnesota Division Office will forward the complaint to FHWA Headquarters Office of Civil
Rights (HCR).
FHWA HCR is responsible for all determinations regarding whether to accept, dismiss, or
transfer Title VI complaints. There are four potential outcomes for processing complaints:
· Accept: if a complaint is timely filed, contains sufficient information to support a claim
under Title VI, and concerns matters under the FHWA’s jurisdiction, then HCR will send
to the complainant, the respondent agency, and the FHWA Minnesota Division Office a
written notice that it has accepted the complaint for investigation.
· Preliminary review: if it is unclear whether the complaint allegations are sufficient to
support a claim under Title VI, then HCR may (1) dismiss it or (2) engage in a
preliminary review to acquire additional information from the complainant and/or
respondent before deciding whether to accept, dismiss, or refer the complaint.
· Procedural Dismissal: if a complaint is not timely filed, is not in writing and signed, or
features other procedural/practical defects, then HCR will send the complainant,
respondent, and FHWA Minnesota Division Office a written notice that it is dismissing
the complaint.
· Referral\Dismissal: if the complaint is procedurally sufficient but FHWA (1) lacks
jurisdiction over the subject matter or (2) lacks jurisdiction over the respondent entity,
then HCR will either dismiss the complaint or refer it to another agency that does have
jurisdiction. If HCR dismisses the complaint, it will send the complainant, respondent,
and FHWA Division Office a copy of the written dismissal notice. For referrals, FHWA
will send a written referral notice with a copy of the complaint to the proper Federal
agency and a copy to the USDOT Departmental Office of Civil Rights.
Complaints are not investigated by The City of Cottage Grove. FHWA HCR is responsible for
investigating all complaints. FHWA HCR may also delegate the investigation to MnDOT OCR,
who would then conduct all data requests, interviews, and analysis and create a Report of
Investigation (ROI). MnDOT OCR will have sixty (60) business days from the date the
City of Cottage Grove Title VI Policy 15
investigation is delegated to prepare the ROI and send it to HCR. HCR will review the ROI and
compose a Letter of Finding based on the ROI.
For further information about the FHWA investigation process and potential complaint
outcomes, please visit the Questions and Answers for Complaints Alleging Violations of Title VI
of the Civil Rights Act of 1964.
City of Cottage Grove Title VI Policy 16
X. Environmental Justice
Executive Order 12898, Federal Actions to Address Environmental Justice in Minority
Populations and Low-Income Populations, requires federal agencies to make achieving
environmental justice a part of its mission by identifying and addressing disproportionately high
and adverse human health and environmental effects of their programs, policies, and activities
on minority and low-income populations. The requirements are to be carried out to the greatest
extent practicable and permitted by law.
In May 2012, USDOT issued an update to DOT Order 5610.2(a), DOT Actions to Address
Environmental Justice in Minority Populations and Low-Income Populations, which was
originally published in April 1997. The revised Order continues to be a key component of DOT’s
environmental justice strategy. It updates and clarifies certain aspects of the original Order
while maintaining its general framework and procedures and DOT’s commitment to promote the
principles of environmental justice in all DOT programs, policies, and activities.
Similarly, the City of Cottage Grove will institutionalize the same key components of DOT’s
environmental justice strategy and commitment to promote the principles of environmental
justice in all the City of Cottage Grove’s programs, policies, and activities. These policies outline
actions and factors to address environmental justice in order to identify and avoid discrimination
and disproportionality high and adverse effects on minority and low-income populations:
1. Identify and evaluate environmental, public health, and interrelated social and economic
effects of the City of Cottage Grove programs, policies, and activities;
2. Propose measures to avoid, minimize, and/or mitigate disproportionately high and
adverse environmental and public health effects and interrelated social and economic
effects, and provide offsetting benefits and opportunities to enhance communities,
neighborhoods, and individuals affected by the City of Cottage Grove programs, policies,
and activities, where permitted by law and consistent with Executive Order 12898;
3. Consider alternatives to proposed programs, policies, and activities where such
alternatives would result in avoiding and/or minimizing disproportionately high and adverse
human health or environmental impacts, consistent with Executive Order 12898; and
4. Elicit public involvement opportunities and consider the results thereof, including soliciting
input from affected minority populations and low-income populations in considering
alternatives.
The City of Cottage Grove supports environmental justice through every stage of the planning,
construction, and maintenance processes, consistent with the factors outlined above. This
ensures the City of Cottage Grove gains input from the community that will help shape how the
City of Cottage Grove builds and maintains roads, sidewalks, stormwater infrastructure, sanitary
sewers, water treatment facilities and distribution infrastructure, and parks.
City of Cottage Grove Title VI Policy 17
Some ways in which the City of Cottage Grove accomplishes this include:
· Ensuring the full and fair participation by all potentially affected communities in the
transportation decision-making process;
· Avoiding, minimizing or mitigating disproportionately high and adverse human health and
environmental effects, including social and economic effects, on minority populations and low-
income populations;
· Providing timely information to area residents and businesses affected by transportation plans
and projects;
· Performing periodic reviews of public involvement process to gauge effectiveness, making
revisions as necessary;
· Performing periodic reviews of public involvement process to determine whether public
participants in engagement activities adequately reflect the demographics of the community;
and
· Preventing the denial of, reduction in, or significant delay in the receipt of benefits by minority
and low-income populations.
City of Cottage Grove Title VI Policy 18
XI. Public Participation
The City of Cottage Grove is committed to providing a means of public participation for every
resident. To enable participation for all communities within Cottage Grove, the city will collect
demographic information through the U.S. Census Bureau. The city will analyze the data to
determine if there are communities of limited English proficiency of sufficient size (i.e. 1,000 or
more people or 5% or more of the Cottage Grove population) to warrant special provisions.
Special provisions mean verbal and written translation services. The city will also use the EPA’s
Environmental Justice Screening and Mapping Tool to analyze geographical areas with
significant socioeconomic disparities to ensure equitable public outreach is sustained.
The city’s public participation process consists of sending letters to every residence and
business that has frontage on an upcoming project. The letters describe the project and give
contact information for the city project manager. The letters also give information for a
neighborhood meeting that is led by the developer of the project or by the city for city projects.
The city utilizes both printed and online reports as well as social media to promote public
engagement for community events for residents of every demographic and income level.
City of Cottage Grove Title VI Policy 19
XII. Limited English Proficiency (LEP) & Language Access
Legal Background
Executive Order 13166, “Improving Access to Services for Persons with Limited English
Proficiency,” reprinted at 65 FR 50121, August 16, 2000, directs each Federal agency to
examine the services it provides and to develop and implement a system by which LEP
individuals can meaningfully access those services. Federal agencies were instructed to publish
guidance to assist states and local governments who receive federal funds with their obligations
to LEP individuals under Title VI. The Executive Order states that federal fund recipients, like
City of Cottage Grove, must take reasonable steps to ensure meaningful access to their
programs and activities for LEP individuals.
Section 601 of Title VI of the Civil Rights Act of 1964, 42 U.S.C. 2000d, provides that no person
shall “on the ground of race, color, or national origin, be excluded from participation in, be
denied the benefits of, or be subjected to discrimination under any program or activity receiving
Federal financial assistance.” Courts have interpreted Title VI's prohibition of discrimination on
the basis of national origin to include discrimination based on English proficiency. Under Title VI,
recipients of federal financial assistance are required to provide LEP individuals with meaningful
access to their programs and services.
The U.S. Department of Transportation (DOT) published revised guidance for its recipients on
December 14, 2005. This document states that Title VI and its implementing regulations require
that U.S. DOT recipients take reasonable steps to ensure meaningful access to the benefits,
services, information, and other important portions of their programs and activities for LEP
individuals. Recipients use the DOT LEP Guidance to determine how best to comply with
statutory and regulatory LEP obligations.
Identifying Limited English Proficient Populations (Four-Factor Analysis)
Title VI and its regulations require City of Cottage Grove to take reasonable steps to ensure
meaningful access to its information and services. What constitutes reasonable steps to ensure
meaningful access is flexible, fact-dependent, and contingent on a four-factor analysis
established by the U.S. Department of Justice. The four-factor analysis is an individualized
assessment that should be applied to determine what reasonable steps must be taken to ensure
meaningful access for LEP individuals. The analysis below is updated at least once every
five years.
FACTOR #1: THE NUMBER OR PROPORTION OF LEP INDIVIDUALS ELIGIBLE TO BE
SERVED OR LIKELY TO BE ENCOUNTERED
The greater the number or proportion of LEP individuals from a particular language group
served or encountered in the eligible service population, the more likely language assistance
services are necessary. Ordinarily, “individuals eligible to be served or likely to be encountered”
by a program or activity are those who are in fact, served or encountered in the eligible service
City of Cottage Grove Title VI Policy 20
population. This population will be program-specific and includes people who are in the
program’s geographic area.
City of Cottage Grove should first examine their prior experiences with LEP individuals and
determine the breadth and scope of language assistance services needed. It is also important to
include LEP populations that are eligible beneficiaries of programs, activities, or services but
may be underserved because of existing language barriers.
Generally, City of Cottage Grove will use reliable external data sources to determine the number
or proportion of LEP individuals likely to be served or encountered.
City of Cottage Grove relies on MnDOT’s LEP Data Tool to provide the necessary data. In the
most recent analysis conducted in April 2024, the findings on the next two pages were
documented.
City of Cottage Grove Title VI Policy 21 American Community Survey (5-Year Estimate 2017-2021)
City of Cottage Grove Title VI Policy 22
City of Cottage Grove Title VI Policy 23
Safe Harbor Provision (Written Documents)
U.S. DOT LEP Guidance provides a “safe harbor” to help ensure greater clarity regarding
whether City of Cottage Grove is meeting its obligation to provide written translations. These
safe harbor provisions only apply to the translation of written documents and do not affect the
requirement to provide meaningful access to LEP individuals through competent oral
interpreters where oral language assistance services are needed and reasonable.
The following actions are considered strong evidence of compliance with the Department’s
written-translation obligations:
(a) Providing written translations of vital documents for each eligible LEP language group that
constitutes 5% or 1,000 people of the population of individuals eligible to be served or likely to
be affected or encountered. Translation of non-vital documents, if needed, can be provided
orally; or
(b) If there are fewer than 50 individuals in a language group that reaches the 5% trigger in (a),
the vital written materials are not translated, but written notice of the right to receive free,
competent oral interpretation of those vital written materials in the primary language of the LEP
language group of is provided.
The above findings from the graphs on the preceding pages did not indicate any LEP
language groups meet the safe harbor threshold. Therefore, City of Cottage Grove will not
proactively translate written documents at this time. However, efforts will be made to reasonably
accommodate any language access requests that arise.
FACTOR #2: THE FREQUENCY WITH WHICH LEP INDIVIDUALS COME IN CONTACT
WITH THE PROGRAM, ACTIVITY, OR SERVICE
City of Cottage Grove should assess, as accurately as possible, the frequency with which they
have or should have contact with LEP individuals from different language groups seeking
assistance. If LEP individuals access a program or service on a regular, consistent basis, then
that program or service provider has greater language access duties than a program or service
whose contact with LEP individuals is unpredictable or infrequent.
However, even if there are infrequent or unpredictable interactions with LEP individuals, City of
Cottage Grove must be prepared to provide language assistance services to LEP individuals.
In applying this factor City of Cottage Grove should also consider whether outreach to LEP
individuals could increase the frequency of contact with LEP language groups and remain
mindful of the data analysis conducted under Factor #1 to identify the proportion of LEP
population present in the service area.
City of Cottage Grove Title VI Policy 24
LEP persons may interact in several ways with City of Cottage Grove, including but not limited
to:
· Public meetings
· Community events
· Project-specific meetings, events, and discussions
· Online engagement
· Walk-in requests for information
· Phone communications
· Customer service interactions
· Surveys for information
· Requests for permits, licenses, or materials
· Real estate transactions (i.e., right of way)
In its most recent review conducted in April of 2024, City of Cottage Grove has not noted
minimal interactions with the above LEP language groups in the past 5 years.
City of Cottage Grove will assess, as accurately as possible over the next 5-year period, the
frequency with which LEP persons from different language groups come into contact with City of
Cottage Grove programs and activities.
FACTOR #3: THE NATURE AND IMPORTANCE OF THE PROGRAM, ACTIVITY, OR
SERVICE TO PEOPLE'S LIVES
The more important the activity, information, service, or program, or the greater the possible
consequences of the contact to the LEP individuals, the greater the need for language
assistance services. City of Cottage Grove must determine whether denial or delay of access to
services or information could have serious implications for the LEP individual. Generally,
programs providing information and services related to accessing benefits, opportunities, or
rights are considered high importance.
The City of Cottage Grove Title VI Plan program areas generally would not have serious
consequences if communication was delayed with an LEP individual. Interactions with the public
such as right of way acquisition, notices, public hearings, and permitting programs, all allow time
in the process for a LEP individual to access these services without serious implications.
Vital Documents
As part of its analysis, a district, office, or program may determine that necessary language
assistance measures include the translation of vital documents into the language of each LEP
group that is frequently encountered, eligible to be served, or likely to be affected. Vital
documents are paper or electronic written material containing information that is (1) critical for
accessing programs, services, benefits, or activities, (2) directly and substantially related to
public safety, or (3) required by law. Whether a document (or the information it solicits) is “vital”
City of Cottage Grove Title VI Policy 25
may depend upon the importance of the program, information, encounter, or service involved,
and the consequence to the LEP person if the information in question is neither accurate nor
timely.
Examples of vital documents in the U.S. DOT LEP Guidance include:
· Emergency transportation information
· Notices of public hearings regarding proposed transportation plans or projects
· Notices advising LEP individuals of free language assistance
· Applications or instructions on how to participate in a program or activity or receive
benefits or services
· Consent forms
Sometimes a large document may include both vital and non-vital information. For these
documents, vital information may include providing notice in the necessary non-English
languages explaining where an LEP individual can obtain an interpretation or translation of the
document.
Because no languages were identified as meeting the safe harbor threshold for
translating vital written materials, City of Cottage Grove is not at this time providing a list
of documents considered vital. Should future analysis indicate an LEP group meeting the
safe harbor threshold, City of Cottage Grove will evaluate its vital documents and
provide translations in accordance with the analysis and federal guidance.
FACTOR #4: THE RESOURCES AVAILABLE TO CITY OF COTTAGE GROVE AND THE
COST OF LANGUAGE ASSISTANCE
The resources available to City of Cottage Grove and the costs of providing language
assistance services may impact the steps taken to provide meaningful access to LEP
individuals. Additionally, reasonable steps may cease to be reasonable where the costs
imposed substantially exceed the benefits. City of Cottage Grove will determine on a case-by-
case basis whether language assistance costs outweigh the benefits.
The four-factor analysis necessarily implicates a spectrum of language assistance measures.
For instance, written translations can range from translation of an entire document to translation
of a short description of the document, and interpretation services may range from using
telephone-based interpretation services to providing in-person interpretation at a public event.
Language assistance measures should be based on what is necessary and reasonable after
considering the four-factor analysis. City of Cottage Grove will proactively identify how to
provide language assistance services efficiently and cost-effectively while ensuring meaningful
access to LEP individuals.
Language Services
City of Cottage Grove Title VI Policy 26
Currently, City of Cottage Grove has the following language service available:
· Google Translate will be used if feasible
· Bilingual staff if willing and qualified
· Language Line: Provides telephone-based, on-demand access to language interpreters
24 hours a day, 7 days a week, year-round. The service assists staff in communicating
effectively with LEP individuals.
City of Cottage Grove Title VI Policy 27
XIII. Notice of Rights
The City of Cottage Grove disseminates Title VI information including this Notice of Rights as
part of the most current Title VI Plan using the City website. Copies of the complete Title VI Plan
are not currently provided in other languages.
Your Rights Against Discrimination under Title VI of the Civil Rights Act of 1964
The City of Cottage Grove is committed to ensuring that no person is excluded from
participation in, denied the benefits of, or otherwise subjected to discrimination on the basis of
race, color, or national origin in any and all programs, activities, or services administered by the
City in accordance with Title VI of the Civil Rights Act of 1964 and related nondiscrimination
legal authorities.
In addition, the Minnesota Human Rights Act prohibits discrimination in the provision of public
services on the basis of race, color, creed, religion, national origin, sex, marital status, disability,
gender identity, sexual orientation, and status with regard to public assistance.
If you believe you have been aggrieved by an unlawful discriminatory practice, or wish to
request more information about the department’s obligations under Title VI, please contact us at
the following address and telephone number:
Joe Fischbach – Human Resources Manager
City of Cottage Grove
12800 Ravine Parkway South
Cottage Grove, MN 55016
Email: jfischbach@cottagegrovemn.gov
Phone: 651-458-2883
A Title VI complaint may also be submitted to MnDOT online at
https://www.dot.state.mn.us/civilrights/nondiscrimination-complaint-form.html or using the
contact information:
Minnesota Department of Transportation
Office of Civil Rights
395 John Ireland Blvd, Mail Stop 170
St. Paul, MN 55155
Phone: 651-366-3073
Fax: 651-366-3129
City of Cottage Grove Title VI Policy
Appendix A
Title VI Assurances
The United States Department of Transportation (USDOT)
Standard Title VI/Non-Discrimination Assurances
DOT Order No. 1050.2A
The ________________________________________ (herein referred to as the "Recipient"), HEREBY
AGREES THAT, as a condition to receiving any Federal financial assistance from the U.S. Department of
Transportation (DOT), through the Federal Highway Administration (FHWA), is subject to and will comply
with the following:
Statutory/Regulatory Authorities •Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits
discrimination on the basis of race, color, national origin);
•49 C.F.R. Part 21 (entitled Non-discrimination In Federally-Assisted Programs Of The Department Of
Transportation-Effectuation Of Title VI Of The Civil Rights Act Of 1964);
•28 C.F.R. section 50.3 (U.S. Department of Justice Guidelines for Enforcement of Title VI of the Civil
Rights Act of 1964 );
Modal Operating Administration may include additional Statutory/Regulatory Authorities here.
The preceding statutory and regulatory cites hereinafter are referred to as the "Acts" and "Regulations,"
respectively.
General Assurances
In accordance with the Acts, the Regulations, and other pertinent directives, circulars, policy, memoranda,
and/or guidance, the Recipient hereby gives assurance that it will promptly take any measures necessary to
ensure that:
"No person in the United States shall, on the grounds of race, color, or national origin, be
excluded.from participation in, be denied the benefits of, or be otherwise subjected to
discrimination under any program or activity, "for which the Recipient receives Federal
financial assistance.from DOT, including the FHWA.
The Civil Rights Restoration Act of 1987 clarified the original intent of Congress, with respect to Title VI and
other Non-discrimination requirements (The Age Discrimination Act of 1975, and Section 504 of the
Rehabilitation Act of 1973), by restoring the broad, institutional-wide scope and coverage of these non
discrimination statutes and requirements to include all programs and activities of the Recipient, so long as any
portion of the program is Federally assisted.
Modal Operating Administration may include additional General Assurances in this section, or reference an
addendum here.
Specific Assurances
More specifically, and without limiting the above general Assurance, the Recipient agrees with and gives the
following Assurances with respect to its Federally assisted FHWA Program:
1.The Recipient agrees that each "activity," "facility," or "program," as defined in§§ 21.23 (b) and 21.23
(e)of 49 C.F.R. § 21 will be (with regard to an "activity") facilitated, or will be (with regard to a
2
"facility") operated, or will be (with regard to a "program") conducted in compliance with all
requirements imposed by, or pursuant to the Acts and the Regulations.
2.The Recipient will insert the following notification in all solicitations for bids, Requests For Proposals
for work, or material subject to the Acts and the Regulations made in connection with all FHWA
Programs and, in adapted form, in all proposals for negotiated agreements regardless of funding
source:
"The ________________________________________ , in accordance with the provisions
of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 US.C. §§ 2000d to 2000d-4) and
the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract
entered into pursuant to this advertisement, disadvantaged business enterprises will be
afforded full and fair opportunity to submit bids in response to this invitation and will not be
discriminated against on the grounds of race, color, or national origin in consideration for
an award."
3.The Recipient will insert the clauses of Appendix A and E of this Assurance in every contract or
agreement subject to the Acts and the Regulations.
4.The Recipient will insert the clauses of Appendix B of this Assurance, as a covenant running with the
land, in any deed from the United States effecting or recording a transfer of real property, structures, use,
or improvements thereon or interest therein to a Recipient.
5.That where the Recipient receives Federal financial assistance to construct a facility, or part of a facility,
the Assurance will extend to the entire facility and facilities operated in connection therewith.
6.That where the Recipient receives Federal financial assistance in the form, or for the acquisition ofreal
property or an interest in real property, the Assurance will extend to rights to space on, over, or under
such property.
7.That the Recipient will include the clauses set forth in Appendix C and Appendix D of this Assurance, as
a covenant running with the land, in any future deeds, leases, licenses, permits, or similar instruments
entered into by the Recipient with other parties:
a.for the subsequent transfer of real property acquired or improved under the applicable activity,
project, or program; and
b.for the construction or use of, or access to, space on, over, or under real property acquired or
improved under the applicable activity, project, or program.
8.That this Assurance obligates the Recipient for the period during which Federal financial assistance is
extended to the program, except where the Federal financial assistance is to provide, or is in the form of,
personal property, or real property, or interest therein, or structures or improvements thereon, in which
case the Assurance obligates the Recipient, or any transferee for the longer of the following periods:
a.the period during which the property is used for a purpose for which the Federal financial
assistance is extended, or for another purpose involving the provision of similar services or
benefits; or
b.the period during which the Recipient retains ownership or possession of the property.
9.The Recipient will provide for such methods of administration for the program as are found by the
Secretary of Transportation or the official to whom he/she delegates specific authority to give reasonable
guarantee that it, other recipients, sub-recipients, sub-grantees, contractors, subcontractors, consultants,
transferees, successors in interest, and other participants of Federal financial assistance
3
under such program will comply wi th all requirements imposed or pursuant to the Acts, the Regulations,
and this Assurance.
10.The Recipient agrees that the United States has a right to seek judicial enforcement with regard to any
matter arising under the Acts, the Regulations, and this Assurance.
Modal Operating Administration may include additional Specific Assurances in this section.
By signing this ASSURANCE, ________________________________________ also agrees to comply (and
require any sub-recipients, sub-grantees, contractors, successors, transferees, and/or assignees to comply) with
all applicable provisions governing the FHWA access to records, accounts, documents, information, facilities,
and staff. You also recognize that you must comply with any program or compliance reviews, and/or complaint
investigations conducted by the FHWA. You must keep records, reports, and submit the material for review
upon request to FHWA, or its designee in a timely, complete, and accurate way. Additionally, you must
comply with all other reporting, data collection, and evaluation requirements, as prescribed by law or detailed
in program guidance.
________________________________________ gives this ASSURANCE in consideration of and for
obtaining any Federal grants, loans, contracts, agreements, property, and/or discounts, or other Federal-aid and
Federal financial assistance extended after the date hereof to the recipients by the U.S. Department of
Transportation under the FHWA. This ASSURANCE is binding on
________________________________________ , other recipients, sub-recipients, sub-grantees, contractors,
subcontractors and their subcontractors', transferees, successors in interest, and any other participants in its
programs. The person(s) signing below is authorized to sign this ASSURANCE on behalf of the Recipient.
(Name of Recipient)
by _______________________ _ (Signature of Autliorized Official)
DATED ---------------
4
APPENDIX A
During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter
referred to as the "contractor") agrees as follows:
1.Compliance with Regulations: The contractor (hereinafter includes consultants) will comply with the
Acts and t he Regulations relative to Non-discrimination in Federally-assisted programs of the U.S.
Department of Transportation, Federal Highway Administration (FHWA), as they may be amended
from time to time, which are herein incorporated by reference and made a part of this contract.
2.Non-discrimination: The contractor, with regard to the work performed by it during the contract, will
not discriminate on the grounds of race, color, or national origin in the selection and retention of
subcontractors, including procurements of materials and leases of equipment. The contractor will not
participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations,
including employment practices when the contract covers any activity, project, or program set forth in
Appendix B of 49 CFR Part 21. [Include Modal Operating Administration specific program
req uirements.J
3.Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all
solicitations, either by competitive bidding, or negotiation made by the contractor for work to be
performed under a subcontract, including procurements of materials, or leases of equipment, each
potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under
this contract and the Acts and the Regulations relative to Non-discrimination on the grounds ofrace,
color, or national origin. [Include Modal Operating Administration specific program requirements.]
4.Information and Reports: The contractor will provide all information and reports required by the Acts,
the Regulations, and directives issued pursuant thereto and will permit access to its books, records,
accounts, other sources of information, and its facilities as may be determined by the Recipient or the
FHWA to be pertinent to ascertain compliance with such Acts, Regulations, and instructions. Where any
information required of a contractor is in the exclusive possession of another who fails or refuses to
furnish the information, the contractor will so certify to the Recipient or the FHWA, as appropriate, and
will set forth what efforts it has made to obtain the information.
5.Sanctions for Noncompliance: In the event of a contractor's noncompliance with the Non
discrimination provisions of this contract, the Recipient will impose such contract sanctions as it or the
FHWA may determine to be appropriate, including, but not limited
to:
a.withholding payments to the contractor under the contract until the contractor complies; and/or
b.cancelling, terminating, or suspending a contract, in whole or in part.
6.Incorporation of Provisions: The contractor will include the provisions of paragraphs one through six
in every subcontract, including procurements of materials and leases of equipment, unless exempt by the
Acts, the Regulations and directives issued pursuant thereto. The contractor will take action with respect
to any subcontract or procurement as the Recipient or the FHWA may direct as a means of enforcing
such provisions including sanctions for noncompliance. Provided, that if the contractor becomes
involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the
contractor may request the Recipient to enter into any litigation to protect the interests of the Recipient.
In addition, the contractor may request the United States to enter into the litigation to protect the interests
of the United States.
A
APPENDIXB
CLAUSES FOR DEEDS TRANSFERRING UNITED STATES PROPERTY
The following clauses will be included in deeds effecting or recording the transfer of real property, structures, or
improvements thereon, or granting interest therein from the United States pursuant to the provisions of
Assurance 4:
NOW, THEREFORE, the U.S. Department of Transportation as authorized by law and upon the condition that
the ________________________________________ will accept title to the lands and maintain the project
constructed thereon in accordance with the Regulations for the Administration of Federal Highway Administration
(FHWA), and the policies and procedures prescribed by the FHWA of the U.S. Department of Transportation in
accordance and in compliance with all requirements imposed by Title 49, Code of Federal Regulations, U.S.
Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in
Federally-assisted programs of the U.S Department of Transportation pertaining to and effectuating the
provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252; 42 U.S.C. § 2000d to 2000d-4), does hereby
remise, release, quitclaim and convey unto the ________________________________________ all the right,
title and interest of the U.S. Department of Transportation in and to said lands described in Exhibit A attached
hereto and made a part hereof.
(HABENDUM CLAUSE)
TO HA VE AND TO HOLD said lands and interests therein unto
________________________________________ and its successors forever, subject, however, to the covenants,
conditions, restrictions and reservations herein contained as follows, which will remain in effect for the period
during which the real property or structures are used for a purpose for which Federal financial assistance is
extended or for another purpose involving the provision of similar services or benefits and will be binding on the
________________________________________ , its successors and assigns.
The ________________________________________ , in consideration of the conveyance of said lands and
interests in lands, does hereby covenant and agree as a covenant running with the land for itself, its successors
and assigns, that ( 1) no person will on the grounds of race, color, or national origin, be excluded from
participation in, be denied the benefits of, or be otherwise subjected to discrimination with regard to any facility
located wholly or in part on, over, or under such lands hereby conveyed [,] [and]* (2) that the
________________________________________ will use the lands and interests in lands and interests in
lands so conveyed, in compliance with all requirements imposed by or pursuant to Title 49, Code of Federal
Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination
in Federally-assisted programs of the U.S. Department of Transportation, Effectuation of Title VI of the Civil
Rights Act of 1964, and as said Regulations and Acts may be amended[, and (3) that in the event of breach of
any of the above-mentioned non-discrimination conditions, the Department will have a right to enter or re-enter
said lands and facilities on said land, and that above described land and facilities will thereon revert to and vest in
and become the absolute property of the U.S. Department of Transportation and its assigns as such interest
existed prior to this instruction].*
(*Reverter clause and related language to be used only when it is determined that such a clause is necessary in
order to make clear the purpose of Title VI.)
B
APPENDIXC
CLAUSES FOR TRANSFER OF REAL PROPERTY ACQUIRED OR IMPROVED UNDER
THE ACTIVITY, FACILITY, OR PROGRAM
The following clauses will be included in deeds, licenses, leases, permits, or similar instruments entered into by
the ________________________________________ pursuant to the provisions of Assurance 7(a):
A.The (grantee, lessee, permittee, etc. as appropriate) for himself/herself, his/her heirs, personal
representatives, successors in interest, and assigns, as a part of the consideration hereof, does hereby
covenant and agree [in the case of deeds and leases add "as a covenant running with the land"] that:
1.In the event facilities are constructed, maintained, or otherwise operated on the property described in
this (deed, license, lease, permit, etc.) for a purpose for which a U.S. Department of Transportation
activity, facility, or program is extended or for another purpose involving the provision of similar
services or benefits, the (grantee, licensee, lessee, permittee, etc.) will maintain and operate such
facilities and services in compliance with all requirements imposed by the Acts and Regulations (as
may be amended) such that no person on the grounds of race, color, or national origin, will be
excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in
the use of said facilities.
B.With respect to licenses, leases, permits, etc., in the event of breach of any of the above Non-discrimination
covenants, ________________________________________ will have the right to terminate the (lease,
license, permit, etc.) and to enter, re-enter, and repossess said lands and facilities thereon, and hold the same
as if the (lease, license, permit, etc.) had never been made or issued.*
C.With respect to a deed, in the event of breach of any of the above Non-discrimination covenants, the
________________________________________ will have the right to enter or re-enter the lands and
facilities thereon, and the above described lands and facilities will there upon revert to and vest in and
become the absolute property of the ________________________________________ and its assigns.*
(*Reverter clause and related language to be used only when it is determined that such a clause is necessary to
make clear the purpose of Title VI.)
C
APPENDIXD
CLAUSES FOR CONSTRUCTION/USE/ACCESS TO REAL PROPERTY ACQUIRED
UNDER THE ACTIVITY, FACILITY OR PROGRAM
The following clauses will be included in deeds, licenses, permits, or similar instruments/agreements entered
into by ________________________________________ pursuant to the provisions of Assurance 7(b ):
A.The (grantee, licensee, permittee, etc., as appropriate) for himself/herself, his/her heirs, personal
representatives, successors in interest, and assigns, as a part of the consideration hereof, does hereby
covenant and agree (in the case of deeds and leases add, "as a covenant running with the land") that ( 1) noperson on the ground of race, color, or national origin, will be excluded from participation in, denied the
benefits of, or be otherwise subjected to discrimination in the use of said facilities, (2) that in theconstruction of any improvements on, over, or under such land, and the furnishing of services thereon, no
person on the ground of race, color, or national origin, will be excluded from participation in, denied the
benefits of, or otherwise be subjected to discrimination, (3) that the (grantee, licensee, lessee, permittee, etc.)will use the premises in compliance with all other requirements imposed by or pursuant to the Acts andRegulations, as amended, set forth in this Assurance.
B.With respect to (licenses, leases, permits, etc.), in the event of breach of any of the above Nondiscriminationcovenants, ________________________________________ will have the right to terminate the (license,permit, etc., as appropriate) and to enter or re-enter and repossess said land and the facilities thereon, andhold the same as if said (license, permit, etc., as appropriate) had never been made or issued.*
C.With respect to deeds, in the event of breach of any of the above Non-discrimination covenants,
________________________________________ will there upon revert to and vest in and become the
absolute property of ________________________________________ and its assigns.*
(*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.)
D
APPENDIXE
During the performance of this contract, the contractor, for itself, its assignees, and successors in interest
(hereinafter referred to as the "contractor") agrees to comply with the following non-discrimination statutes and
authorities; including but not limited to:
Pertinent Non-Discrimination Authorities:
• Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits
discrimination on the basis of race, color, national origin); and 49 CFR Part 21.
• The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. §
4601 ), (prohibits unfair treatment of persons displaced or whose property has been acquired because of
Federal or Federal-aid programs and projects);
• Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of
sex);
• Section 504 ofthe Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits
discrimination on the basis of disability); and 49 CFR Part 27;
• The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination
on the basis of age);
• Airport and Airway Improvement Act of 1982, ( 49 USC § 4 71, Section 4 7123 ), as amended, (prohibits
discrimination based on race, creed, color, national origin, or sex);
• The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and
applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and
Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or
activities" to include all of the programs or activities of the Federal-aid recipients, sub-recipients and
contractors, whether such programs or activities are Federally funded or not);
• Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of
disability in the operation of public entities, public and private transportation systems, places of public
accommodation, and certain testing entities (42 U.S.C. §§ 12131-12189) as implemented by
Department of Transportation regulations at 49 C.P.R. parts 37 and 38;
• The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits
discrimination on the basis of race, color, national origin, and sex);
• Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and
Low-Income Populations, which ensures discrimination against minority populations by discouraging
programs, policies, and activities with disproportionately high and adverse human health or
environmental effects on minority and low-income populations;
• Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency,
and resulting agency guidance, national origin discrimination includes discrimination because of limited
English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to
-ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100);
• Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating
because of sex in education programs or activities (20 U .S.C. 1681 et seq).
E
City of Cottage Grove Title VI Policy
Appendix B
Title VI Complaint Form
City of Cottage Grove Title VI Policy
Title VI Complaint Form
Please complete this form to the best of your ability. If you need translation or other assistance,
contact the City’s Title VI Coordinator.
Name_________________________________________________________________
Address_______________________________City________________Zip___________
Phone: Home_________________ Work_____________ Mobile___________________
Email: _______________________________________________________________
Basis of Complaint (circle all that apply):
☐ Race ☐ Color ☐ Creed ☐ Religion
☐ National Origin ☐ Sex ☐ Marital Status ☐ Disability
☐ Gender Identity ☐ Sexual Orientation ☐ Public Assistance Status ☐ Other
Who discriminated against you?
Name_________________________________________________________________
Name of Organization____________________________________________________
Address________________________________ City________________ Zip________
Telephone_____________________________
How were you discriminated against? (Attach additional pages if more space is needed)
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
City of Cottage Grove Title VI Policy
Where did the discrimination occur?
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
When did the discrimination occur?
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
Were there any other witnesses to the discrimination?
Name Organization/Title Work
Telephone
Home
Telephone
How would you like to see this situation resolved?
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
Have you filed your complaint, grievance, or lawsuit with any other agency or court?
Who ______________________________________ When ______________________
Status (pending, resolved, etc.) _________________ Result, if known ______________
Complaint or case number, if known _________________________________
If you have an attorney in this matter, please provide their contact information:
Name_________________________________ Phone____________________
Address___________________________________ City______________ Zip_______
Privacy notice: The City of Cottage Grove is asking you to provide information in this complaint
form which is classified as public, private and/or confidential information under the Minnesota
Government Data Practices Act. The purpose of collecting this information is to thoroughly
City of Cottage Grove Title VI Policy
investigate your complaint and properly address any allegations of discrimination under Title VI
of the Civil Rights Act of 1964. You are not legally required to provide any information requested
of you. However, if you do not provide sufficient information, it will hinder the investigation of your
complaint. The following entities, including all individuals within these entities whose work
assignment reasonably requires access to the information, may have access to the private and/or
confidential information you provide:
The City of Cottage Grove;
Minnesota Department of Transportation;
Federal Highway Administration;
The employee who becomes the subject of the investigation in connection with your
complaint;
Municipal, county, state or federal law enforcement agencies and prosecutorial authorities;
Individuals or governmental entities that have a legal right to this information including the
Legislative Auditor and the State Auditor;
The arbitrator if discipline imposed on any such employee is appealed to arbitration;
An individual or entity named pursuant to a court order; and
Any other individual or entity authorized by state or federal law.
Information will not be given to any other agency or individual without your consent unless
otherwise authorized by state or federal law. Government agencies with whom we share private
or confidential information must also treat the information they receive as private or confidential,
unless otherwise authorized by state or federal law.
Signed___________________________________ Date______________
1
City Council Action Request
7.U.
Meeting Date 5/1/2024
Department Community Development
Agenda Category Action Item
Title Mississippi Landing - Addendum Phase I Cultural Resources
Survey
Staff Recommendation Adopt Resolution 2024-075 incorporating the Addendum into the
EAW for the Mississippi Landing project and the Addendum’s
findings and recommendations are hereby accepted.
Budget Implication N/A
Attachments 1. Cultural Resources Addendum into Mississippi Landing EAW CC Memo
2. Cultural Resources Addendum into Mississippi Landing EAW Resolution
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Emily Schmitz, Community Development Director
DATE: April 25, 2024
RE: Addendum Phase I Cultural Resources Survey – Mississippi Landing
Background/Discussion
Pulte Homes completed the Environmental Assessment Worksheet process which received a
negative declaration by the City Council for an EAW for a proposed single -family development on
December 20, 2021. As part of the negative declaration on the EAW, several studies were
required to be completed including a Phase I Cultural Resource Study. A Cultural Resource Study
was completed in 2022 encompassing the Mississippi Landing Development area however, with
the proposed improvements into the recently acquired City Park area, the study needed to be
expanded into this area. This expanded area study was recently completed in the attached
Addendum. The Addendum to the Cultural Resources Survey confirmed the findings of the Phase
I Report that there be a finding of No Historic Properties Affected, that no further work is needed,
and that an Unanticipated Discoveries Plan be in place.
Recommendation
It is recommended that the City Council approve Resolution 2024-075 incorporating the
Addendum into the EAW for the Mississippi Landing project and the Addendum’s findings and
recommendations are hereby accepted.
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-075
A RESOLUTION INCORPORATING ADDENDUM PHASE I CULTURAL
RESOURCES SURVEY INTO THE MISSISSIPPI LANDING EAW
Whereas, in 2021, a developer, Pulte Homes, submitted a mandatory
Environmental Assessment Worksheet (“EAW”) to the City of Cottage Grove, as the
Responsible Governmental Unit (“RGU”) for a proposed residential project on the site of
the former Mississippi Dunes Golf Course, located south of 103rd Street and north of the
Mississippi River; and
Whereas, as part of the EAW, a Phase I archaeological survey of the proposed
project was completed, entitled “A Report for the Phase I Archeological Survey
Mississippi Landing Residential Development” (“Phase I Report”); and
Whereas, a portion of the project area was inadvertently left out of the Phase I
Report, where ground disturbing activities may occur, known as the Area of Potential
Effect (“APE”); and
Whereas, an additional study was commissioned and has since been completed
for the APE and submitted to the City, entitled “Addendum A Phase I Cultural Resources
Survey for the Proposed Mississippi Landing Residential Development Project ”
(“Addendum”); and
Whereas, the Addendum confirmed the findings of the Phase I Report that an
Unanticipated Discoveries Plan be in place, that there be a finding of No Historic
Properties Affected and that no further work is needed.
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Cottage
Grove, that the Addendum is hereby incorporated into the EAW for the Mississippi
Landing project and the Addendum’s findings and recommendations are hereby
accepted.
Passed this 1st day of May, 2024.
Myron Bailey, Mayor
Attest:
Tammy Anderson, City Clerk
1
City Council Action Request
7.V.
Meeting Date 5/1/2024
Department Community Development
Agenda Category Action Item
Title Mississippi Landing 1st Addition – Final Plat, Development
Agreement, and Plans & Specs
Staff Recommendation 1) Adopt Resolution 2024-073 approving the Mississippi Landing
1st Addition final plat, which is an approximate 52-acre residential
development with 110 single family lots. 2) Approve the Mississippi
Landing Development Agreement with Rachel Development, Inc.
and authorize execution of all easements, deeds, and agreements
required for the plat and project. 3) Adopt Resolution 2024-074
approving the Mississippi Landing 1st Addition Development Plans
dated March 20, 2024, prepared by Alliant Engineering, and as
modified by request of the City Engineer.
Budget Implication N/A
Attachments 1. Mississippi Landing 1st Addition CC Memo
2. Mississippi Landing 1st Addition Final Plat
3. Mississippi Landing 1st Addition Resolution - Final Plat
4. Mississippi Landing 1st Addition Development Agreement
5. Mississippi Landing 1st Addition Resolution - P&S
6. Mississippi Landing 1st Addition Development Plans
7. Mississippi Landing 1st Addition Review Memo
8. Mississippi Landing 1st Addition - PP& PUD Resolution 2024-029
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Emily Schmitz, Community Development Director
DATE: April 25, 2024
RE: Mississippi Landing 1st Addition – Final Plat, Development Agreement, and
Plans & Specs
Introduction
The City Council is requested to take the following actions:
1) Adopt a resolution approving the final plat for Mississippi Landing 1st Addition.
2) Approve the Mississippi Landing Development Agreement with Rachel Development, Inc. and
authorize execution of all easements, deeds, and agreements required for the plat and
project.
3) Adopt a resolution approving the Mississippi Landing 1st Addition Development Plans dated
March 20, 2024, prepared by Alliant Engineering, and as modified by the request of the City
Engineer.
The location for the proposed Mississippi Landing 1st Addition subdivision is shown on the map
below:
Location Map
Honorable Mayor, City Council, and Jennifer Levitt
Mississippi Landing 1st Addition Final Plat
May 1, 2024
Page 2 of 7
Background
The Mississippi Landing development is proposed on the former Mississippi Dunes Golf Course.
The following is background of the site and the history of the review process:
•The former Mississippi Dunes Golf Course property was approximately 200 acres which
was mass site graded in the mid-90’s to create the golf course.
•The Golf Course operated from the mid-90’s until 2017 when the Course closed and
remained vacant until it was sold in 2019.
•The City initiated the Master Planning process in 2020 and finalized a Master Plan for the
former golf course on December 1, 2021. An application for a land use amendment was
submitted and approved by the Met Council on August 24, 2022, amending the land use
from Transitional Planning Area to Low and Medium density as well as preserving a large
portion of the land adjacent to the Mississippi River as park. The zoning was adjusted at
that time to reflect the land use change.
•Pulte Homes received a negative declaration by the City Council for an EAW for a
proposed single-family development on December 20, 2021.
•Pulte Homes submitted a preliminary plat application to the City in 2022 which received
Council approval on March 16, 2022, however, Pulte did not continue with their develop-
ment.
•The City, with its financing partners at the County, purchased 19.91-acres of park land ad-
jacent to the river on June 30, 2023, and the property owner deeded additional park acres
to the City.
•Rachel Development submitted a preliminary plat application for a 377 single-family lot
development in 2023 which received Council approval on February 21, 2024 (Resolution
2024-029).
1) Final Plat Review
Rachel Development has submitted a Mississippi Dunes 1st Addition final plat application for 110
single-family homes and 16 outlots. The final plat is in conformance with all other conditions of
the preliminary plat as approved by the City Council and as stipulated in City Resolution 2024-
029 (see attached). The Mississippi Landing 1st Addition final plat development area is shown
below, and the final plat in its entirety is attached.
Honorable Mayor, City Council, and Jennifer Levitt
Mississippi Landing 1st Addition Final Plat
May 1, 2024
Page 3 of 7
Mississippi Landing 1st Addition Final Plat Area
Several lot sizes are proposed as part of the 1st Phase final plat. The below outlines the required
setbacks for each of the proposed lot sizes. Setbacks will be reviewed as part of each submitted
building permit for each lot.
Lot Development Performance Standards
Standard
Proposed 40’
Lot Width
Proposed 52.5’ Lot Width Proposed 65’ Lot Width
Minimum Lot Area 5,000 sf 6,825 sf 8,450 sf
Minimum lot width at the front
setback 40 feet 52.5 feet 65 feet
Minimum side yard setback,
house 5 feet 6.25 feet 6.25 feet
Minimum side yard setback,
garage 5 feet 6.25 feet 6.25 feet
Minimum front yard setback 20 feet 25 feet 25 feet
Minimum rear yard setback 20 feet 35 feet 35 feet
Corner lot setback 20 feet 20 feet 20 feet
Maximum Principal structure
height 30 feet 35 feet 35 feet
Honorable Mayor, City Council, and Jennifer Levitt
Mississippi Landing 1st Addition Final Plat
May 1, 2024
Page 4 of 7
Park Dedication
The Mississippi Dunes Master Plan completed in 2022 guides the entirety of the area adjacent to
the Mississippi River to be preserved as park and open space. The City purchased 19.91 acres in
2023, the property owner at the time deeded to the City an additional 9.6 acres as park dedication
ahead of development, and Rachel Development is proposing the dedicate an additional 4 acres
as part of the 1st Addition final plat. The DNR will also purchase 12 acres from the property
owner in the southeast corner of the site expanding the existing Mississippi Dunes Scientific and
Natural Area (SNA) as well as purchase the 35 acres of the former driving range in the northeast
corner of the site. The total dedication of park land meets the City’s required park land dedication
requirement.
Proposed Park
The Developer will complete preliminary grading of the active park area as identified in the Master
Plan as part of the 1st Phase grading work. Future park improvements will be completed as the
park development plans aligning with the completed Master Plan are completed with the City’s
consultant ISG and funding secured by the City. Public access will be provided through the con-
struction phases of the development from the southerly most access proposed as part of the
development.
Transportation
Completion of the realignment of 103rd Street South at Grey Cloud Trail will be required as part
of the 1st phase of development as well as the dedication of the County’s required right-of-way
Honorable Mayor, City Council, and Jennifer Levitt
Mississippi Landing 1st Addition Final Plat
May 1, 2024
Page 5 of 7
needs for the realignment as shown on the 1st Phase final plat. This work aligns with the
County’s Southwest Arterial Study providing access from Highway 61 at Innovation Road to the
County’s future proposed park area on Grey Cloud Island. The 1st Addition will access from the
realigned 103rd Street at the north end of the development as well as Grey Cloud Trail to the
south.
Proposed 103rd Street and Grey Cloud Trail Realignment
Several trail segments will be required to be constructed as part of the development overall
providing pedestrian access throughout the development to the future Mississippi Dunes park. No
trail segments are proposed to be installed as part of the 1st Addition; however, future additions
will require, when applicable, those trail segments within the development.
Future Trail Connections
Honorable Mayor, City Council, and Jennifer Levitt
Mississippi Landing 1st Addition Final Plat
May 1, 2024
Page 6 of 7
Utilities
The required sanitary sewer lift station and Pressure Reducing Valves (PRVs) on the watermain,
along with the required utility connections, will be required to be completed as part of the 1st
Addition final plat. The Developer will be deeding to the City Outlot B for future ownership and
maintenance of the lift station.
Stormwater
As part of the 1st Addition, storm sewer will be extended from all streets to the stormwater basins
required as part of this addition for the required treatment and management of the stormwater
runoff. The proposed basin areas require access points, which are to be a minimum of 20 feet
wide, to allow for maintenance of the infrastructure in the future. The Developer has depicted
these required pond access routes to all proposed ponding areas and will be required to dedicate
the accesses as part of the outlot with which the basin resides to the City. The property owners
on either side of these access routes will be required to maintain the vegetation to the centerline
of the access. The storm sewer system and stormwater management facilities will be designed
and constructed to City standards, and the City will own and maintain them upon acceptance.
A wetland delineation has been completed and a wetland buffer identified surrounding the delin-
eated wetland areas that will be protected and preserved as part of mass site grading. The wet-
lands will be located within outlots owned and maintained by the City. The South Washington
Watershed District (SWWD) will act as the Local Government Unit (LGU) for administration of the
Wetland Conservation Act (WCA). The Developer is proposing to fill minimal areas of the wetland
area to the north mainly for the construction of the access road into the development and the re-
alignment of 103rd Street. Wetland impacts and mitigation will be identified with the preparation of
a wetland replacement plan by the Developer, which has already been completed and approved
by SWWD. Wetland credits will be obtained from an approved state and federal wetland bank.
The TEP has issued a notice of decision approving the application.
Additionally, Outlot A will be deeded to the City as part of the 1st Addition to support future
stormwater needs.
Tree Preservation/Landscape
A tree inventory was completed and accepted as part of the preliminary plat review. Given the
proposed preservation of all trees within the old driving range portion of the site as outlined in the
preliminary plat review, no mitigation is required as part of the 1st Addition final plat.
During the preliminary plat process, varied landscape requirements for each of the lot sizes was
approved. In addition, several of the proposed lots within the 1st Addition have a large number of
preserved trees encompassing the rear yards therefore, a reduced number of yard trees are re-
quired to be planted within these lots as outlined in the Development Agreement. The Developer
is proposing additional landscape plantings throughout the development on HOA owned outlots to
be owned and maintained by the HOA.
Honorable Mayor, City Council, and Jennifer Levitt
Mississippi Landing 1st Addition Final Plat
May 1, 2024
Page 7 of 7
Proposed Landscape Lot Performance Standards
Standard Proposed 40’ Lot Width Proposed 52.5’ Lot Width Proposed 65’ Lot Width
Boulevard Trees Every other lot, 1 per
adjacent street
Every other lot, 1 per adjacent
street Every lot, 1 per adjacent street
Lot Trees 2 per lot (one can be
ornamental)
2 per lot (one can be
ornamental)3 per lot
Shrubs 5 per lot 10 per lot 10 per lot
2) Development Agreement
The Developer has signed the development agreement, which is attached for review.
3) Development Plan Review
The City Engineer has reviewed the development plans dated March 20, 2024, by the Devel-
oper’s consulting engineer, Alliant Engineering, and is recommending approval of those plans
(e.g., construction plans, drawings, specifications, and surveys) subject to the comments in the
April 22, 2024, review letter (attached).
Recommendations
The City Council is recommended to take the following actions:
1. Adopt Resolution 2024-073 approving the Mississippi Landing 1st Addition final plat, which is
an approximate 52-acre residential development with 110 single family lots.
2. Approve the Mississippi Landing Development Agreement with Rachel Development, Inc. and
authorize execution of all easements, deeds, and agreements required for the plat and
project.
3. Adopt Resolution 2024-074 approving the Mississippi Landing 1st Addition Development
Plans dated March 20, 2024, prepared by Alliant Engineering, and as modified by request of
the City Engineer.
Attachments
Mississippi Landing 1st Addition Final Plat
Mississippi Landing 1st Addition Development Agreement
Mississippi Landing 1st Addition Development Plans dated March 20, 2024
Engineer’s Comments Review Letter dated April 22, 2024
Resolution 2024-029 (Mississippi Landing Preliminary Plat)
MISSISSIPPI LANDING 1ST ADDITION
SURVEYOR'S CERTIFICATE
I Daniel Ekrem, Licensed Land Surveyor, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State
of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments
depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of
the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this ____ day of ______________________, 20____
________________________________________________________
Daniel Ekrem, Licensed Land Surveyor
Minnesota License No. 57366
STATE OF MINNESOTA
COUNTY OF ___________________
This instrument was acknowledged before me on this ____ day of ______________________, 20____, by Daniel Ekrem.
________________________________________(Signature)
________________________________________(Print)
Notary Public, _________________ County, Minnesota
My Commission Expires __________________________.
CITY OF COTTAGE GROVE, MINNESOTA
This plat was approved by the City Council of Cottage Grove, Minnesota, this ____ day of ______________________, 20____, and hereby certifies compliance with all the
requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.
Signed: ________________________________________ Signed: ________________________________________
Mayor Clerk
COUNTY SURVEYOR
Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ____
day of ______________________, 20____.
By:________________________________________ By: ________________________________________
Washington County Surveyor
COUNTY AUDITOR/TREASURER
Pursuant to Minnesota Statutes, Section 505.021, Subd. 9 and Section 272.12, taxes payable in the year 20____, on real estate hereinbefore described, have been paid; and
there are no delinquent taxes, and transfer has been entered on this ____ day of ______________________, 20____.
By: ________________________________________ By:________________________________________
Washington County Auditor/Treasurer Deputy
COUNTY RECORDER
Document Number ________________________________________
I hereby certify that this instrument was recorded in the Office of the County Recorder for record on this ________ day of ____________________, 20____ at ______ o'clock ___.M.
and was duly recorded in Washington County Records.
By: ________________________________________ By: ________________________________________
Washington County Recorder Deputy
KNOW ALL PERSONS BY THESE PRESENTS: That Rachel Development, Inc., a Minnesota corporation, owner of the following described property situated in the County of Washington, State of Minnesota to wit:
Outlot B, Mississippi Landing, according to the recorded plat thereof, Washington County, Minesota.
AND
All that part of the West 200 feet of the NW 1/4 of the SE 1/4 of Section 30, T27N, R21W and that part of the NE 1/4 of the SW 1/4 of said Section 30 described as follows: Commencing at the center line of said Section 30, thence East along the East-West Quarter line a distance of
200 to a point, thence South and parallel to the North-South Quarter line of said Section 30 a distance of 922.8 feet to the point of beginning, thence continuing South along aforesaid line extended a distance of 199.7 feet more or less to a point 200 feet North of the South line of the
said NW 1/4 of the SE 1/4 of Section 30, thence Westerly parallel to the South line of said NW 1/4 of the SE 1/4 of Section 30 a distance of 200 feet to a point on the North-South Quarter line of said Section 30, thence Northwesterly by a deflection angle of 72 degrees 53 minutes
from the Northerly direction of the North-South Quarter line a distance of 52.32 feet to a point, thence North parallel to the North-South Quarter line a distance of 309.5 feet to a point, said point herebelow described as Point "A", thence Southeasterly by a deflection angle of 116
degrees 25 minutes to the right a distance of 279.2 feet to the point of beginning.
Also a strip of land 40 feet in width, running from the above described tract Northwesterly to Grey Cloud Town Road, lying Southerly and adjoining the following described line; beginning at a point hereinabove referred to as Point "A", thence continuing along the last course of the
above described tract extended Northwesterly a distance of 191.4 feet from Point "A" to a point, thence Northwesterly by a deflection angle of 6 degrees 08 minutes to the right a distance of 400.5 feet to the center line of Grey Cloud Town Road and there terminating, Washington
County, Minnesota.
AND
The South Two Hundred (200) feet of the West Two Hundred (200) feet of the Northwest 1/4 of the Southeast 1/4 (NW 1/4 of SE 1/4) of Section Thirty (30), Township Twenty Seven (27) North, Range Twenty One (21) West,Washington County, Minnesota.
AND
The North 600 feet (N600) of the West 400 (W400) feet of the Southwest Quarter of the Southeast Quarter of Section Thirty (30), Township Twenty Seven (27), Range Twenty One (21), West of the Fourth Principal Meridian, Washington County, Minnesota, subject to Flowage Rights
in favor of the United States of America in Instrument dated October 30, 1935, filed November 1, 1935, in Book 128 of Deeds, page 295.
AND
The East Two hundred feet (E. 200) of the West Four Hundred feet (W. 400) of the North Half (N. 1/2) of the Southeast Quarter (SE. 1/4) of Section Thirty (30), Township Twenty-seven (27), Range Twenty-one (21), West of the Fourth Principal Meridian, according to the United States
Government Survey thereof.
EXCEPT:
Part of NW 1/4 of SE 1/4 of Section 30, Township 27 North, Range 21 West described as follows:
Commencing Stone monument at the center of said Section 30, thence Easterly along the East West Quarter line, a distance of 400 feet to the point of beginning of the property to be described, thence Westerly along the East West Quarter line for 200 feet, thence Southerly parallel
to the North South Quarter Line, a distance of 200 feet, thence Southeasterly 203.61 feet to a point that 241.70 feet Southerly of the point of beginning thence Northerly to the point of beginning.
AND
All that part of the Southwest Quarter and Southeast Quarter (SW 1/4 and SE 1/4) of Section Thirty (30), Township Twenty-seven (27) North, Range Twenty-one (21) West, Washington County, Minnesota described as follows:
Commencing at the center of said Section 30, thence Southerly along the North-South Quarter line of said Section 30 a distance of 560.0 feet to a point; thence by a deflection angle of 121.00 degrees 00 minutes to the right a distance of 138.0 feet to the point of beginning; thence
continuing Northwesterly along the aforesaid line extended a distance of 312.35 feet to a point on the centerline of Grey Cloud Town Road, thence Northeasterly by a deflection angle of 103 degrees 35 minutes to the right a distance of 116.3 feet along the centerline of said road to a
point, thence Northeasterly by a deflection angle of 5 degrees 34 minutes to the left a distance of 134.54 feet along the centerline of said road to a point, thence Northeasterly by a deflection angle of 9 degrees 48 minutes to the left a distance of 103.8 feet along the centerline of said
road to a point, thence Southeasterly by a deflection angle of 82 degrees 28 minutes to the right a distance of 397.1 feet to a point, thence Southerly parallel to the North-South Quarter line of said Section 30 by a deflection angle of 68 degrees 18 minutes to the right a distance of
280 feet to a point, thence Westerly by a deflection angle of 87 degrees 47 minutes to the right a distance of 318.5 feet to the point of beginning, SUBJECT to Grey Cloud Town Road.
ALSO Commencing at the center of Section 30, Township 27 North, Range 21 West, thence East along the East-West Quarter line of said Section 30 a distance of 200 feet to a point, thence South parallel to the North-South Quarter line of said Section 30 a distance of 480 feet to the
point of beginning, thence continuing South along aforesaid line extended a distance of 442.8 feet to a point, thence Northwesterly by deflection angle of 116 degrees 25 minutes to the right a distance of 470.6 feet to a point, thence Northeasterly by a deflection angle of 88 degrees
36 minutes to the right a distance of 244.0 feet to a point, thence Easterly by a deflection angle of 62 degrees 46 minutes to the right a distance of 318.5 feet to the point of beginning,
And that the City of Cottage Grove, a Minnesota municipal corporation, owner of the following described property situated in the County of Washington, State of Minnesota to wit:
Outlot C, Mississippi Landing, according to the recorded plat thereof, Washington County, Minnesota.
Have caused the same to be surveyed and platted as MISSISSIPPI LANDING 1ST ADDITION and do hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat.
In witness whereof said Rachel Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this ____ day of ______________________, 20____.
Signed: Rachel Development, Inc.
By: ________________________________________
Donald J. Rachel, CEO
STATE OF _________________________________
COUNTY OF _______________________________
This instrument was acknowledged before me on this ____ day of ______________________, 20____, by Donald J. Rachel, CEO, of Rachel Development, Inc., a Minnesota corporation on behalf of the corporation.
________________________________________ (Signature)
________________________________________(Print)
Notary Public, _________________ County, ______________________
My Commission Expires __________________________.
In witness whereof said City of Cottage Grove, a Minnesota municipal corporation, has caused these presents to be signed by its proper officers this _________ day of _____________________, 20_____.
Signed: City of Cottage Grove
By: _____________________________________________________By: _____________________________________________________
Mayor Clerk
STATE OF MINNESOTA
COUNTY OF __________________________________
This instrument was acknowledged before me this ______________ day of ________________________, 20______, by _____________________________________________________, Mayor and _____________________________________________________, Clerk of the City of Cottage Grove, a
Minnesota municipal corporation, on behalf of the corporation.
________________________________________ (Signature)
________________________________________(Print)
Notary Public, _________________ County, ______________________
My Commission Expires __________________________.
www.alliant-inc.com
Sheet 1 of 6 Sheets
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259.34
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115.
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68.47
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55.44
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53.06
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61.88
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39.20
R=610.00
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60.00
L
=3
2
0
.
4
4
Δ=9°39'47"
L
=
5
8
6.4
6
Δ
=1
7
°41
'0
6
"97.3426.86 N37°37'09"W
78.76
N38°18'26"W
78.48
N44°29'10"W
52.51
N44°22'32"W
62.59
N53°03'02"W
68.15
N61°30'38"W
68.15
N69°58'14"W
68.15
N78°25'50"W
68.15
N86°53'21"W
68.15
S84°38'53"W
68.15
S76°11'22"W
68.15
N21°16'40"E
50.99
N89°40'18"E
400.05150+/-14
9
.
8
657.3569.4061.99M
I
S
S
I
S
S
I
P
P
I
R
I
V
E
R 391.971700.05
23.5
1
23.5
2
N6
0
°
5
8
'
4
1
"
W
20
7
.
2
1
N29°01'19"E208.50N60°58'41"W
81.91
N29°34'42"E149.74N6
2
°
0
9
'
1
6
"
W
25
9
.
3
4
N89°37'21"E
127.94
N00°36'41"E241.70N67
°
4
1
'
1
9
"
W
3
9
6
.
8
0
N29°27'07"E
103.85
N39°15'07"E
134.54
N44°49'07"E116.30N5
8
°
4
5
'
5
3
"
W
31
2
.
3
5
N25°15'18"E243.90S5
7
°
1
1
'
3
5
"
E
40
0
.
1
3
N5
7
°
1
1
'
3
5
"
W
41
1
.
4
9N46°03'55"E41.10N6
2
°
4
3
'
2
8
"
W
20
8
.
6
6
S00°36'41"W260.29N72°16'19"W
52.32
N00°36'41"E 800.10S89°37'21"W 2704.66
M
I
S
S
I
S
S
I
P
P
I
R
I
V
E
R
N89°40'18"E
400.05
S52°27'57"
W
94.81R=60.00
L=34.91
=33°19'57"
C.Brg=S1°31'13"E
C=34.42S18°12'51"W147.40S
4
1
°
1
9
'
3
9
"
E
1
5
1
.
2
8
S19°54'58"W
19.75
N71°28'
1
6
"
E
91.11 N57°12'55"E
40.00S32°47
'05
"E140.28
R=60.00
L=34.25
=32°42'24"
C.Brg=N0°56'54"W
C=33.79 N5
1
°
1
6
'
1
9
"E
2
1
.
3
6
OUTL
O
T
Q
OUTL
OT
Q
MISSISSIPPI LANDING 1ST ADDITION
0
SCALE IN FEET
SCALE IN FEET
75 150 300
N
W
S
E
SE 1/4
NE 1/4
SW 1/4
NW 1/4N
www.alliant-inc.com
THE NORTH LINE OF OUTLOT B, MISSISSIPPI LANDING
HAS AN ASSUMED BEARING OF N89°32'45"E.
LEGEND
Denotes 1/2 inch x 18 inch iron monument set marked
by license no. 57366, unless otherwise shown.
Denotes monument found 1/2 inch iron pipe,
marked as shown.
Denotes Found Mag Nail.
Denotes Cast Iron Monument
Drainage & Utility Easement
Sheet 2 of 6 Sheets
VICINITY MAP
S. 30, T. 27, R. 21
NOT TO SCALE
0
SCALE IN FEET
SCALE IN FEET
100 200 400
N
W
S
E
N
1 INCH = 200 FEET
1 INCH = 150 FEET
Benchmark:
MNDoT monument "Marsh MN163" having
an elevation of 807.48 feet (NAVD88)
OUTLOT G
O
U
T
L
O
T
E
O
U
T
L
O
T
F
1
2
3 4 5 6
7
8
9
10
11
1
1
2
3
4
5
6 7 8
2
3
1
2 3
4
OUTLOT A
OUTLOT B
OUTLOT H
S65°4
3'
5
1"
W
1
4
7.
6
1
R=700.00L=443.76Δ =36°19'21"S29°24'30"W 291.17R
=3
0
0
.00
L
=
2
2
5.3
0
Δ
=
43°01'48"
C.Brg
=S59°06'13"E C=220.05
N80°37'07"
W
41.00
R=300.00 L=172.02
Δ=32°51'12"
4
2
.
5
1
1
2
9
.
9
3
N
4
7
°
4
5
'
5
5
"W
1
7
2
.
4
4
L=156.70Δ=12°49'35"L=2 8 7 .0 6
Δ =23°2 9 '4 6 "R
=
30
0.0
0
L
=
1
7
2.5
7
Δ
=3
2
°
5
7
'2
8
"
C.Brg
=
N
4
8
°2
9'5
4
"WC=1
7
0
.
2
0
R
=
5
0
0.0
0
L
=
150.20
Δ
=
17°12'43"
L
=
1
4
8
.
4
3
Δ
=
2
8
°
2
0
'5
2
"
L=24.14
Δ=4°36'36"N34°17'11"E43.72R=250.00L=2 1 6 .1 4 Δ =4 9 °3 2 '0 6 "
R=150.00 L=121.66
Δ
=
46°2
8'1
3
"
R =5 0 0 .0 0
L =4 9 .9 6
Δ=5 °4 3 '2 8 "R=100.00L=60.59Δ=34°42'57"N83°49'17"E
38.89
N89°32'45"E
53.12
S
4
3
°
5
9
'
0
2
"
E
1
7
6
.
2
8
S09°16'05"E21.42N16°12'29"E60.00N
4
5
°
2
6
'
5
8
"W
6
0
.
0
0
S89°32'45"W 803.15
S6
0
°
5
8
'
4
1
"
E
5
7
.
3
5R=358.00L=199.34Δ=31°54'13"C.Brg=N10°56'34"EC=196.78S81°57'15"E
33.97R=325.00L=62.99Δ=11°06'15"C.Brg=N11°54'50"WC=62.89S17°27'57"E 499.09
N
5
6
°
2
4
'
4
7
"
W
1
4
4
.
8
5
R
=
1
9
0
0.0
0
L
=
5
8
6.4
6
Δ
=
1
7
°
4
1'0
6
"
C
.
B
rg
=
N
4
7
°3
4
'1
4
"WC=584.13
L
=
5
7
0.5
5
Δ
=
1
7
°
1
2
'1
9
"L=15.91
=0°28'47"L=139.21Δ=22°16'50"L=60.13Δ=9°37'24"N29°24'30"E 425.21R=610.00L=106.54Δ=10°00'27"C.Brg=S34°24'43"WC=106.41S
4
7
°
4
5
'
5
5
"
E
3
9
.
2
0
R
=
27
0.0
0
L
=
1
6
3.0
9
Δ=3
4
°
3
6
'
3
4
"
C.Brg
=
N
4
7°
4
0'2
1"WC
=1
6
0
.
6
3
R
=
5
3
0.0
0
L
=
159.22
Δ
=17°12'43"N43°29'21"E 131.3931.1030.8928.7840.62N60°56'49"E
29.13
N79°43'13"E
32.29
N84°05'48"E
38.85
S89°35'36"E 75.91
S
4
3
°
5
9
'
0
2
"
E
1
8
3
.
9
0
N52°27'57"
E 94.81S18°12'51"W 147.40R=60.00
L=34.91
=33°19'58"
C.Brg=S1°31'13"E
C=34.42
S08°15'46"E 70.70S
4
3
°
3
2
'
5
8
"
E
2
0
5
.
6
0 N4
1
°
1
9
'
3
9
"W
1
5
1
.
2
8
S89°21'17"E
53.06 N04°47'05"E61.88N71°28'
1
6
"
E
9
1
.
1
1
N57°
1
2'
5
5"
E
40.0
0
N19°54'58"E
19.75
S81°44'42"E
8
0
.
2
6
S69°12'15"E
40.04 N32°47
'05
"W
140
.28
R=60.00
L=34.25
=32°42'24"
C.Brg=N0°56'54"W
C=33.79
N51°16'19"E
21.36216.80L=44.93Δ=7°55'15"L=18.06
=3°11'00"159.49339.60R =6 0.00L=226.72Δ=216°29'58"C .Brg=N0°22'54"WC=113.96R=70.00
L=22.16
=18°08'28"
C.Brg=S26°32'11"E
C=22.07S17°27'57"E42.07R=70.00L=43.31Δ=35°27'02"C.Brg=S0°15'34"WC=42.62L=129.87
Δ=21°53'05"
41.00
L=102.58
Δ=22°36'19"
L=163.42
Δ=36°00'45"
41.00
L=148.17Δ=24°58'11"L=23 4 .7 6
Δ =17°01 '3 5 "17.62 52.62 507.44 218.59
6.89L=132.68Δ=9°37'22"R =6 1 0 .0 0 L =4 5 6 .1 2 Δ =4 2 °5 0 '3 2 "C .B r g =S 6 7 °2 4 '5 6 "W C =4 4 5 .5 7
L=42.52=3°59'38"L=41.79=3°55'30"L =5 5 .9 9
Δ =5 °1 5 '3 2 "
L =5 6 .0 4
Δ =5 °1 5 '5 0 "
L =5 6 .5 0
Δ =5 °1 8 '2 4 "
L =5 7 .3 6
Δ =5 °2 3 '1 5 "L =5 8 .6 2
Δ =5 °3 0 '2 2 "L=60.27
Δ =5°3 9'41 "L=27.03Δ=2°32'19"S06°10'43"E 141.62S07°01'07"E 140.98S14°38'55"E 140.12S22°16'43
"E
141
.58S29°54
'31
"E
145
.37S3
7
°
3
2
'
1
9
"E
1
5
1
.
4
9
S
4
5
°
1
0
'
0
7
"
E
1
5
9
.
9
7
S
5
2
°
4
7
'
5
5
"
E
1
7
0
.
8
2
S3
6
°
3
2
'
1
3
"E
1
2
9
.
0
7S3
6
°
3
2
'
1
3
"E
1
2
5
.
7
0 S18°50'14"E 125
.00S06°10'43"E 125.00S04°17'38"E 125.00N00°27'15"W 126.34S02°15'32"W 126.92N46°00'58"E 125.00S46°00'58"W 125.00S46°00'58"W 125.00S46°00'58"W 125.00
3
8
.
6
2
L
=
13
8.19
Δ
=
17°12'44"
7.
1
1
35.60
3.29
L
=
1
4
.
2
5
=
2
°
5
4
'
5
5
"L=37.29Δ=7°37'48"L=37.29Δ=7°37'48"L=3 7 .2 9
Δ =7 °3 7 '4 8 "L =3 7 .2 9
Δ =7 °3 7 '4 8 "
L =3 7 .2 9
Δ =7 °3 7 '4 8 "
L =3 7 .2 9
Δ =7 °3 7 '4 8 "
L=4.10
=0°50'23"L =3 6 .3 3
Δ =3 °5 5 '3 9 "
L=16.62
=1°47'49"
53.12 L=145.99 Δ=46°28'13"
1
7
6
.
2
8
L
=4
5.67Δ
=2
0
°07'35"
R
=6
0.00 L=312 .4 2 Δ =2 9 8°20'33"C.Brg=N75 °2 2 '4 5 "E C =61.50L=30.79
=29°24'16"
L
=
5
9.
1
5
Δ
=
5
6
°29
'
2
5"L=47.81
=45°39'16"L=31.87=30°25'56"L=29.86=28°30'41"
L
=
4
3
.
7
8
=
4
1
°
4
8
'
3
7
"S32°47
'05
"E
125
.00S04°16'24"E 125.00S18°12'51"W 125.395
0
.
3
1
1
3
.
5
9
4
0
.
0
0
4
0
.
0
0
4
0
.
0
0
37.65 38.26
3
7
.
9
0
4
0
.
0
0
4
0
.
0
0
4
0
.
0
0
1
8
.
3
8
L=14.68
=12°01'10"
L=5.68
=2°42'47"
L=91.64
Δ=43°45'26"
L=15.46
=1°53'06"
L=31.50
=3°50'22"
L =4 8 .6 0
Δ =1 2 °3 9 '3 0 "
L =6 7 .9 6
Δ =1 7 °4 1 '5 9 "L=
4
0
.
2
2=1
0
°
2
8
'
3
3
"
L
=
3
3
.
4
1
=
8
°
4
2
'
0
4
"
27.50
11.3912
.
7
8
L
=
1
2
3
.08
Δ
=2
1
°
2
2
'
0
9
"
14.54 38.58
103R
D
S
T
R
E
E
T
S
O
U
T
H
GREY CLOUD TRAIL SOUTHGREY
C
L
O
U
D
T
R
A
I
L
S
O
U
T
H
A
V
E
N
U
E
S
O
U
T
H
1
0
4
TH
S
TR
E
E
T
SOU
T
HGREY CLOUD TRAIL SOUTHG
O
O
D
V
I
E
W
104TH STREET SOUTH
L =6 3 .6 8
Δ =4 °3 7 '0 6 "S17°52'04"W60.00S18°37'53"E60.00S05°00'36"E 140.66N34°17'11"E7.11L=0.40
Δ=0°04'02"
OUTL
O
T
E
1
1
104TH STREETSOUTH
G
O
O
D
V
I
E
W
A
V
E
N
U
E
S
O
U
T
H
MISSISSIPPI LANDING 1ST ADDITION
0
SCALE IN FEET
SCALE IN FEET
25 50 100
N
W
S
E10105
5
Being 5 feet in width and adjoining side lot lines and
10 feet in width and adjoining rear lot lines and right
of way lines, unless otherwise indicated on the plat.
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
www.alliant-inc.com
Sheet 3 of 6 Sheets
THE NORTH LINE OF OUTLOT B, MISSISSIPPI LANDING
HAS AN ASSUMED BEARING OF N89°32'45"E.
LEGEND
Denotes 1/2 inch x 18 inch iron monument set marked
by license no. 57366, unless otherwise shown.
Denotes monument found 1/2 inch iron pipe,
marked as shown.
Denotes Found Mag Nail.
Drainage & Utility Easement
SE 1/4
NE 1/4
SW 1/4
NW 1/4N
VICINITY MAP
S. 30, T. 27, R. 21
NOT TO SCALE
INSET A
N
1 INCH = 50 FEET
OUTLOT D
5
9
8
7
6
5
4
3
2
1
10
11
12
13
14
15
16
17
6
1
2
3
4
5
6
7
8
9
10
11
4
21 3 4 5
6
7
8
9
OUTLOT C
N29°24'30"E 425.21N6
0
°
5
8
'
4
1
"
W
1
4
9
.
8
6 S04°00'07"W 191.33S89°31'41"E 184.68R=610.00L=106.54Δ=10°00'27"C.Brg=S34°24'43"WC=106.41S
4
7
°
4
5
'
5
5
"
E
3
9
.
2
0
R
=
5
3
0.0
0
L
=
159.22
Δ
=
17°12'43"
R
=
2
7
0
.0
0L
=
1
6
3.0
9Δ
=
3
4
°
3
6
'34
"
C.B
rg
=
N
4
7
°
4
0'2
1
"WC
=
1
6
0
.6
3
S43°29'21"W
61.99R=330.00L=209.11Δ=36°18'26"C.Br
g=N15°12'29"WC=205.63S02°56'44"W 242.89N85°35'44"E 130.49
N89°00'26"E
55.44 S79°31'2
7
"
E
68.47
S66
°
3
8
'
0
3
"
E
68.
4
7
S
5
4
°
2
7
'
5
1
"
E
60
.
8
5
S
4
3
°
0
0
'
5
3
"
E
6
0
.
8
5
S34°17
'0
4
"E47.03
S56°
3
2'
5
9"
W
1
8
5.
0
0
S33°27'01"E
26.61
R=120.00 L=127.66
Δ
=
6
0
°
5
7
'1
5
"
N85°35'44"E 155.77
N82°24'39"E
60.00
S86°18'23"W 125.00
S05°32'37"E46.81S09°14'37"E
9.11
S81°39'49"W
1
3
1
.
5
7
R=855.00L=126.14Δ=8°27'11"C.Brg=S12°33'47"EC=126.02S73°12'
3
8
"
W
9
4
.
5
7
N6
2
°
0
9
'
1
6
"
W
2
5
9
.
3
4N29°34'42"E 149.74N6
0
°
5
8
'
4
1
"
W
8
1
.
9
1N29°01'19"E 208.50R=600.00
L=40.80
=3°53'44"
C.Brg=S5°38'29"E
C=40.79 S33°27
'01
"E26.61
30.0
0
30.0
0
125.
0
0
R=150.00 L=159.58
Δ
=
6
0
°5
7'1
5
"N85°35'44"E 186.61
30.00
30.00 S02°56'44"W 329.52N87°03'16"W 112.39 R=300.00L=183.08Δ=34°57'54"C.Br
g=N14°32'13"WC=180.25L=13.69
=2°36'48"L=169.39Δ=32°21'06"R=300.00
L=24.32
=4°38'42"
S88°18'02"W 109.54
R=100.00L=174.61Δ=100 °0 2 '4 4 "S11°44'42"E6.81R=300.00L=63.97Δ=12°13'01"S00°28'19"W 174.44R=885.00L=266.62Δ=17°15'41"C.Brg=S8°09'32"EC=265.6130.00
30.00
34.57
S42°11'18"E
18.35
0.14
6.67
109.54 79.15
L=26.75
=4°38'42"
L
=2
7
6
.
2
1
Δ=5
8°36'46"
GLENBROOK AVENUE SOUTH
GOODWIN AVENUEGOODVIEW AVENUE SOUTHS89°31'41"E 153.85
S89°31'41"E 133.96
S89°31'41"E 137.78
S89°31'41"E 126.95
S89°31'41"E 192.66
S89°31'41"E 162.06
S89°31'41"E 221.23
S89°31'41"E 157.82
S89°31'41"E 191.15
S89°31'41"E 227.55
S85°37'19"W 131.69
S89°34'55"W 130.89
N89°31'41"W 132.94
N89°31'41"W 135.37
N89°31'41"W 137.80
N89°31'41"W 141.58
N89°31'41"W 152.49
S87°03'16"E 125.00
S87°03'16"E 125.00
S87°03'16"E 125.00
S87°03'16"E 125.00
S87°03'16"E 125.00
S87°03'16"E 125.00
S87°03'16"E 125.00
S89°59'37"E 125.95 S04°24'16"E 125.00N04°24'16"W 125.00N04°24'16"W 125.00N04°01'51"E 125.00S16°55'15"W 125.00S29°48'40"W 125.00S41°15'38"W 125.00
S52°
42'36"
W 125.00L=124.93Δ=7°49'22"L=53.00Δ=3°19'07"L=52.67Δ=3°17'53"L=45.07Δ=2°49'19"7.45 52.5056.2558.24L=6.15
=1°18'20"L=51.42Δ=10°54'41"L=52.73Δ=23°14'17"L=57.84Δ=25°29'34"L=61.27
Δ=27°00'09 "L =5 5 .1 6
Δ =2 4 °1 8 '4 4 "
89.04 20.50 82.70
55.0040.0045.0045.0040.0040.0040.0040.8321.0156.3056.3044.0948.5645.4356.3540.0045.0056.3545.0052.5540.0052.8040.0080.4640.0052.45S02°56'44"W 347.88L=59.07Δ=3°57'30"L=59.09Δ=3°57'36"L=13.28
=0°53'24"L=38.75Δ=3°42'00"L=30.78
=2°56'20"
8.20
L=21.89
=4°38'42"L=114.38Δ=93°37'09 "L=38.83Δ=6°44'30"L=31.53
=5°28'31"
6.81
L=7.85
=6°25'35"
L=39.26
=4°09'55"86.6365.17 40.00 40.00
26.6110.60L=40.50Δ=12°53'24"L=40.50
Δ=12°53'24"L
=
3
5.9
7
Δ
=
11°2
6'5
9
"L
=3
5
.
9
7
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=11°
2
6
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5
9
"L=12.06
=3°50'22"L=26.50=8°26'07"50.49
40.0040.0031.1030.89L=40.96Δ=3°50'50"L=15.43
=1°40'05"
L
=
14
3.79
Δ
=
15°32'38"L=65.58Δ=6°09'37"S56°11'55"E
38.96 N85°54'58"E
19.30
N40°34'00"E
21.38
L=113.11Δ=24°00'12"52.6052.6052.6033.5312
0
.
5
0
29.
3
6
11.38
73.3164.0459.7760.0960.0914.2815.28L=63.61Δ=3°59'00"L=41.30Δ=2°35'09"R=570.00L=104.80Δ=10°32'05"C.Brg=S2°19'19"EC=104.66L=73.12Δ=7°21'00"L=31.68
=3°11'05"GLENBROOK AVENUE SOUTHSOUTH
40.8752.5540.0052.8040.00S03°00'39"E46.856
3
4 0.146.67GLENBROOKAVENUE SOUTH5
2
1
15
16
S05°32'37"E46.81N05°32'37"W
5.94 S03°00'39"E 46.8545.4348.5617 44.092.765
7
6
11
12 52.8040.0040.0052.555 0.81
OUTL
OT
D
G
O
O
D
V
I
EW
A
V
E
N
U
E
S
O
U
T
HGREY CLOUDTRAIL SOUTHO
U
T
L
O
T
C
MISSISSIPPI LANDING 1ST ADDITION
0
SCALE IN FEET
SCALE IN FEET
25 50 100
N
W
S
E10105
5
Being 5 feet in width and adjoining side lot lines and
10 feet in width and adjoining rear lot lines and right
of way lines, unless otherwise indicated on the plat.
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
www.alliant-inc.com
Sheet 4 of 6 Sheets
THE NORTH LINE OF OUTLOT B, MISSISSIPPI LANDING
HAS AN ASSUMED BEARING OF N89°32'45"E.
LEGEND
Denotes 1/2 inch x 18 inch iron monument set marked
by license no. 57366, unless otherwise shown.
Denotes monument found 1/2 inch iron pipe,
marked as shown.
Denotes Found Mag Nail.
Drainage & Utility Easement
SE 1/4
NE 1/4
SW 1/4
NW 1/4N
VICINITY MAP
S. 30, T. 27, R. 21
NOT TO SCALE
INSET B
N
N
1 INCH = 50 FEET
N
Drainage Easement
N
OUTLOT M
O
U
T
L
O
T
L OUTLOT JOUTLOT K1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
9
10
11
7
4
3
2
1
OUTLOT I
9
S89°37'21"W 127.94
N73°12'3
8
"
E
9
4
.
5
7
MI
S
S
I
S
S
I
P
P
I
D
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E
S
T
R
A
I
L
S
O
U
T
H
SOUTH GLENBROOK AVENUE
SOUTHS00°36'41"W 241.70R=855.00L=248.62Δ=16°39'39"C.Br
g=S25°07'12"EC=247.75S33°27
'01
"E38.17
S56°
3
2'
5
9"
W
60.0
0
N33°27'01"W
6.34
S56°
3
2'
5
9"
W
1
1
5.
8
2
R=270.00L=72.16Δ=15°18'44"R =1 9 0 .0 0 L =1 9 2 .4 7 Δ =5 8 °0 2 '2 6 "R=16 0 .0 0 L =1 6 2 .0 8 Δ =5 8 °0 2 '2 6 "R =2 7 0 .0 0
L =10 4 .7 9
Δ=2 2 °14 '16 "
C .B r g =S 8 8 °0 9 '3 3 "W
C =10 4 .14N20°57'14
"W
93
.33
R =3 0 0 .0 0 L =2 0 5 .6 0 Δ =3 9 °16 '0 0 "N12°37'53"W 102.54N10°27'13"W 124.20S02°06'14"E 105.03S89°09'46"W 144.75
S70°
1
3
'
1
3
"
E
6
0
.
5
1
S89°23'19"E 202.08
N00°36'41"E
14.28
S6
2
°
4
3
'
2
8
"
E
2
0
8
.
6
6
S5
7
°
1
1
'
3
5
"
E
4
1
1
.
4
9
N5
7
°
1
1
'
3
5
"
W
4
0
0
.
1
3S46°03'55"W
41.10N46°03'55"E41.10S25°15'18"W 243.90N12°19'21"W 290.80N00°36'41"E66.78S5
8
°
4
5
'
5
3
"
E
3
1
2
.
3
5S44°49'07"W 116.30S39°15'07"W 134.54S29°27'07"W 103.85N67
°
4
1
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1
9
"
W
3
9
6
.
8
0
N78°33'
4
4
"
W
2
0
3
.
6
2
34.57
30.00
30.00
R=885.00L=257.35Δ=16°39'39"C.Br
g=S25°07'12"EC=256.44S33°27
'01
"E38.171.83
36.34
S56°
3
2'
5
9"
W
1
4
5.
8
2
R=300.00L=80.17Δ=15°18'44"30.0
0
30.0
0
S60°
0
0'
4
1"
W
8
5.
7
0
R
=5
0
0
.
0
0
L
=4
1
6
.
5
5Δ=47°44'00"L=165.43Δ=18°57'26"L
=
2
5
1
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2
Δ=2
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4
6
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3
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8
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4
5
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66.
9
0
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5
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0
8
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0
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8
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1
2
R
=
6
00.00
L
=
58.9
5
Δ
=
5°3
7'46"84.4150.1352.50S11°01'53"E 85.63R=300.00L=122.65Δ=23°25'27"C.Brg=N0°40'50"EC=121.8030.2
8
30.2
3
92
.
5
9 N44°49'07"E 98.93N39°15'07"E 62.51N29°27'07"E 122.84N39°15'07"E24.0690.7
0
22.8
6
72.6
2
73.6
1
59.6
6
53.1
4
S43°31'08"W 209.80S38°05'56"W 186.74S32°17'38"W 170.30S31°14'07"W 160.93S31°14'07"W 151.81L=237.90Δ=14°53'49"L=88.19Δ =15°18'44"L =1 3 1 .6 9
Δ =5 8 °0 2 '2 6 "L =2 2 6 .1 6
Δ =3 9 °1 6 '0 0 "
116.
2
5
56.55
L
=1
2
2
.
5
4
Δ
=1
3
°
1
4
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5
2
"N31°14'07"E 155.97N31°14'07"E 155.00N31°14'07"E 154.99N39°44'42"E 151.49N47°47'40"E 170.49
N55°
5
0'
3
9"
E
1
9
0.
2
5
N63°5
3'
3
7"
E
2
0
2.
6
1
N72°33'
2
7
"
E
2
0
9
.
2
7
N78°58'07"E
2
0
9
.
9
2
N78°58'07"E
2
0
8
.
7
3
S89°23'19"E 207.00
S89°09'46"W 135.01
S89°09'46"W 133.76
S78°58'07"W
1
3
0
.
7
2
S78°58'07"W
1
3
1
.
2
5
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7
"
W
1
3
0
.
8
8
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1
8
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W
1
3
3
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1
8 73.9819.3559.0843.4671.7052.5052.5152.5252.5018.0452.5018.4438.5245.1840.3440.4443.8152.5130.00S30°02'21"W40.0530
7
.
6
7
31
9
.
0
3
92
.
4
6
92
.
4
6
L=53.25Δ=9°14'46"L=52.56Δ=9°07'30"L=32.99Δ=5°43'41"15.09
L=53.68Δ=11°23'26"L=52.81Δ=11°12'27"14.69 L=52.59Δ=6°24'40"L=32.92
=3°33'30"L=50.15Δ=5°25'19"L=62.27Δ=6°43'55"L=71.07Δ=8°39'50"L=66.03Δ=8°02'58"
L
=6
6
.
0
3
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=8
°
0
2
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5
8
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L
=
6
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=
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=
6
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=
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=
35.03
Δ
=
3°11'11"L=27.15=2°28'09"17
.
4
8
49.
4
2
L=3.08
=0°22'32"
56.55
L =8 0 .2 5
Δ =1 7 °0 1 '4 4 "
L=9.79
=1°03'31"
L
=
5
3.7
0
Δ
=
5°4
8'18"
L
=
5
0.1
4
Δ
=
5
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2
5'1
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L=31.61
=3°10'38"L=22.18=2°13'47"20
.
9
1
45
.
9
9
11.69
44
.
0
5
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0
2
52
.
5
0
52
.
5
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T
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H GREY CLOUD TRAIL SOUTH24.2
1
106T
H
STREET
G
R
E
Y
C
L
O
U
D
MISSISSIPPI LANDING 1ST ADDITION
10105
5
Being 5 feet in width and adjoining side lot lines and
10 feet in width and adjoining rear lot lines and right
of way lines, unless otherwise indicated on the plat.
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
www.alliant-inc.com
Sheet 5 of 6 Sheets
THE NORTH LINE OF OUTLOT B, MISSISSIPPI LANDING
HAS AN ASSUMED BEARING OF N89°32'45"E.
LEGEND
Denotes 1/2 inch x 18 inch iron monument set marked
by license no. 57366, unless otherwise shown.
Denotes monument found 1/2 inch iron pipe,
marked as shown.
Denotes Found Mag Nail.
Drainage & Utility Easement
0
SCALE IN FEET
SCALE IN FEET
25 50 100
N
W
S
E
SE 1/4
NE 1/4
SW 1/4
NW 1/4N
VICINITY MAP
S. 30, T. 27, R. 21
NOT TO SCALE
INSET C
1 INCH = 50 FEET
OUTLOT NOUTLOT O9
10
8
9 10
11
12
13
14
15 16 17 18 19
1 2
3
4
5
6
7 8 9 10 11
8
12
13
14
15
16
108T
H
S
T
R
E
E
T
S
O
U
T
HMISSISSIPPIN00°36'41"E 274.57S89°23'19"E 202.08
S70°
1
3
'
1
3
"
E
6
0
.
5
1
N89°09'46"E 144.75 S02°06'14"E 105.03N75°1
6
'
1
7
"
W
85.18
N71°
2
9
'
2
7
"
W
65.03
N73°
1
5
'
1
1
"
W
65.00
N73°3
5
'
2
8
"
W
63.35
N80°54'24"
W
58.88 N89°22'59"W
62.27 S89°40'18"W 195.00
S00°19'42"E 190.00N89°40'18"E
3.33
N00°19'42"W 130.25N89°13'05"E 328.83
S72°
3
5
'
1
8
"
E
2
9
3
.
0
3
S84°06'31"E
55.74
S89°23'19"E 65.00
S00°36'41"W
13.07 S34°39
'
0
3
"E
64
.34S00°36'41"W64.39N89°23'19"W 175.00
N00°36'41"E
27.00S72°
1
6
'
1
9
"
E
52.32
30.2
3
30.2
8
30.0030.00R=300.00 L=51.23 =9°47'02"C.Brg=N17°17'05"E C=51.17R=300.00L=112.92Δ=21°33'55"S00°36'41"W 93.7430.0063.74S89°23'19"E 150.02
S73°1
5
'
1
1
"
E
1
9
3
.
8
8
N89°40'18"E 230.85
R=500.00 L=149.01 Δ=17°0 4 '3 0 "
R=300.00L=8 4.4 9 Δ=16°08'08"52.5052.5052.5052.5064.5714.28
115.00 52.9740.770.54
17.8865.0037.15
63.33
65.00
65.01
L=2.57
=0°32'44"
L=73.47Δ=15°35'24"
L=61.59Δ=6°39'28"L=62.02
Δ=6°42'18"
L=34.34
=3°42'44"
65.0066.7566.7529.02
35.85 65.00 65.00 65.00
65.0065.0065.00
47.41
65.00
65.00
16.47
L=81.49Δ=9°56'03"
L=36.54
=4°27'16"
L=22.04
=2°41'11"
64.67
65.01
65.00
77.96
20.39 58.33 71.99 66.76 66.75 65.0033.7432.48 65.00 22.55 L=49.00Δ=8°30'27"
L=4 3.9 3
Δ=7 °37 '41"
N89°23'19"W 163.89
84.1565.0014.74 L=52.46Δ=9°06'33"L=3.20
=0°40'46"L=98.42Δ=20°53'09"L=50.00Δ=10°36'36"L=4.90
=0°51'02"L=54.67Δ=9°29'31"L=52.91Δ=9°11'11"L=11.73
=2°02'11"
S89°23'19"E 186.33
S89°23'19"E 171.31
S89°23'19"E 165.21
S89°23'19"E 165.00 S00°36'41"W 130.00S00°36'41"W 130.00S08°14'21"W 134.11S16°44'49"W 132.00S16°44'49"W 130.00S16°44'49"W 130.00S14°03'38"W 130.00S04°07'35"W 130.00S00°19'42"E 130.00S00°19'42"E 130.00S00°19'42"E 130.00N00°19'42"W 130.77N00°19'42"W 131.30N00°19'42"W 131.83N03°23'03"E 133.79N10°05'21"E 137.65N16°44'49"E 132.24N16°44'49"E 131.49N16°44'49"E 130.73N16°12'05"E 129.98N00°36'41"E 130.00N00°36'41"E 130.00OUTLOT S
S02°06'14"E56.82S10°27'13"E 97.34N3
7
°
3
7
'
0
9
"W
7
8
.
7
6
N3
8
°
1
8
'
2
6
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7
8
.
4
8
N
4
4
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2
9
'
1
0
"W
5
2
.
5
1
N
4
4
°
2
2
'
3
2
"W
6
2
.
5
9
N
5
3
°
0
3
'
0
2
"
W
68
.
1
5
N6
1
°
3
0
'
3
8
"
W
68.
1
5
N69°
5
8
'
1
4
"
W
68.1
5
N78°25'
5
0
"
W
68.15 N86°53'21"W
68.15
S84°38'53"W
68.15
S76°11'22
"
W
68.15
N21°16'40"E50.9930.00 30.00
116.93DUNESTRAILSOUTH130.009
8
9 10
OU
T
L
O
T
S
11MISSISSIPPIDUNES TRAILSOUTHL=3.20
=0°40'47"
10
5
6
109T
H
S
T
R
E
E
T
S
O
U
T
H
0.54
MISSISSIPPI LANDING 1ST ADDITION
0
SCALE IN FEET
SCALE IN FEET
25 50 100
N
W
S
E10105
5
Being 5 feet in width and adjoining side lot lines and
10 feet in width and adjoining rear lot lines and right
of way lines, unless otherwise indicated on the plat.
DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:
www.alliant-inc.com
Sheet 6 of 6 Sheets
THE NORTH LINE OF OUTLOT B, MISSISSIPPI LANDING
HAS AN ASSUMED BEARING OF N89°32'45"E.
LEGEND
Denotes 1/2 inch x 18 inch iron monument set marked
by license no. 57366, unless otherwise shown.
Denotes monument found 1/2 inch iron pipe,
marked as shown.
Denotes Found Mag Nail.
Drainage & Utility Easement
SE 1/4
NE 1/4
SW 1/4
NW 1/4N
VICINITY MAP
S. 30, T. 27, R. 21
NOT TO SCALE
INSET D
N
1 INCH = 50 FEET
N
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-073
RESOLUTION APPROVING THE FINAL PLAT NAMED
MISSISSIPPI LANDING 1ST ADDITION AND THE DEVELOPMENT AGREEMENT
WHEREAS, Rachel Development, LLC applied for a final plat to develop a residential
subdivision named Mississippi Landing 1st Addition. This subdivision consists of 110 detached
single-family homes and is located on the 52-acre property legally described as:
KNOW ALL PERSONS BY THESE PRESENTS: That Rachel Development, Inc., a
Minnesota corporation, owner of the following described property situated in the County
of Washington, State of Minnesota to wit:
Outlot B, Mississippi Landing, according to the recorded plat thereof,
Washington County, Minesota.
AND
All that part of the West 200 feet of the NW 1/4 of the SE 1/4 of Section 30, T27N,
R21W and that part of the NE 1/4 of the SW 1/4 of said Section 30 described as follows:
Commencing at the center line of said Section 30, thence East along the East-West
Quarter line a distance of 200 to a point, thence South and parallel to the North-South
Quarter line of said Section 30 a distance of 922.8 feet to the point of beginning, thence
continuing South along aforesaid line extended a distance of 199.7 feet more or less to
a point 200 feet North of the South line of the said NW 1/4 of the SE 1/4 of Section 30,
thence Westerly parallel to the South line of said NW 1/4 of the SE 1/4 of Section 30 a
distance of 200 feet to a point on the North-South Quarter line of said Section 30, thence
Northwesterly by a deflection angle of 72 degrees 53 minutes from the Northerly
direction of the North-South Quarter line a distance of 52.32 feet to a point, thence
North parallel to the North-South Quarter line a distance of 309.5 feet to a point, said
point here below described as Point "A", thence Southeasterly by a deflection angle of
116 degrees 25 minutes to the right a distance of 279.2 feet to the point of beginning.
Also a strip of land 40 feet in width, running from the above described tract
Northwesterly to Grey Cloud Town Road, lying Southerly and adjoining the following
described line; beginning at a point hereinabove referred to as Point "A", thence
continuing along the last course of the above described tract extended Northwesterly a
distance of 191.4 feet from Point "A" to a point, thence Northwesterly by a deflection
angle of 6 degrees 08 minutes to the right a distance of 400.5 feet to the center line of
Grey Cloud Town Road and there terminating, Washington County, Minnesota.
AND
The South Two Hundred (200) feet of the West Two Hundred (200) feet of the
Northwest 1/4 of the Southeast 1/4 (NW 1/4 of SE 1/4) of Section Thirty (30), Township
Twenty Seven (27) North, Range Twenty One (21) West, Washington County,
Minnesota.
AND
City of Cottage Grove, Minnesota
City Council Resolution 2024-073
Page 2 of 4
The North 600 feet (N600) of the West 400 (W400) feet of the Southwest Quarter
of the Southeast Quarter of Section Thirty (30), Township Twenty Seven (27), Range
Twenty One (21), West of the Fourth Principal Meridian, Washington County,
Minnesota, subject to Flowage Rights in favor of the United States of America in
Instrument dated October 30, 1935, filed November 1, 1935, in Book 128 of Deeds,
page 295.
AND
The East Two hundred feet (E. 200) of the West Four Hundred feet (W. 400) of
the North Half (N. 1/2) of the Southeast Quarter (SE. 1/4) of Section Thirty (30),
Township Twenty-seven (27), Range Twenty-one (21), West of the Fourth Principal
Meridian, according to the United States Government Survey thereof.
EXCEPT:
Part of NW 1/4 of SE 1/4 of Section 30, Township 27 North, Range 21 West
described as follows:
Commencing Stone monument at the center of said Section 30, thence Easterly
along the East West Quarter line, a distance of 400 feet to the point of beginning of the
property to be described, thence Westerly along the East West Quarter line for 200 feet,
thence Southerly parallel to the North South Quarter Line, a distance of 200 feet, thence
Southeasterly 203.61 feet to a point that 241.70 feet Southerly of the point of beginning
thence Northerly to the point of beginning.
AND
All that part of the Southwest Quarter and Southeast Quarter (SW 1/4 and SE
1/4) of Section Thirty (30), Township Twenty-seven (27) North, Range Twenty-one (21)
West, Washington County, Minnesota described as follows:
Commencing at the center of said Section 30, thence Southerly along the North-
South Quarter line of said Section 30 a distance of 560.0 feet to a point; thence by a
deflection angle of 121.00 degrees 00 minutes to the right a distance of 138.0 feet to
the point of beginning; thence continuing Northwesterly along the aforesaid line
extended a distance of 312.35 feet to a point on the centerline of Grey Cloud Town
Road, thence Northeasterly by a deflection angle of 103 degrees 35 minutes to the right
a distance of 116.3 feet along the centerline of said road to a point, thence Northeasterly
by a deflection angle of 5 degrees 34 minutes to the left a distance of 134.54 feet along
the centerline of said road to a point, thence Northeasterly by a deflection angle of 9
degrees 48 minutes to the left a distance of 103.8 feet along the centerline of said road
to a point, thence Southeasterly by a deflection angle of 82 degrees 28 minutes to the
right a distance of 397.1 feet to a point, thence Southerly parallel to the North-South
Quarter line of said Section 30 by a deflection angle of 68 degrees 18 minutes to the
right a distance of 280 feet to a point, thence Westerly by a deflection angle of 87
degrees 47 minutes to the right a distance of 318.5 feet to the point of beginning,
SUBJECT to Grey Cloud Town Road.
City of Cottage Grove, Minnesota
City Council Resolution 2024-073
Page 3 of 4
ALSO Commencing at the center of Section 30, Township 27 North, Range 21
West, thence East along the East-West Quarter line of said Section 30 a distance of
200 feet to a point, thence South parallel to the North-South Quarter line of said Section
30 a distance of 480 feet to the point of beginning, thence continuing South along
aforesaid line extended a distance of 442.8 feet to a point, thence Northwesterly by
deflection angle of 116 degrees 25 minutes to the right a distance of 470.6 feet to a
point, thence Northeasterly by a deflection angle of 88 degrees 36 minutes to the right
a distance of 244.0 feet to a point, thence Easterly by a deflection angle of 62 degrees
46 minutes to the right a distance of 318.5 feet to the point of beginning,
And that the City of Cottage Grove, a Minnesota municipal corporation, owner of the
following described property situated in the County of Washington, State of Minnesota
to wit:
Outlot C, Mississippi Landing, according to the recorded plat thereof,
Washington County, Minnesota.
WHEREAS, the Planning Commission held the public hearing for the preliminary plat and
Planned Unit Development (PUD), for the proposed Mississippi Landing subdivision on January
22, 2024; and
WHEREAS, the City Council subsequently accepted the Planning Commission's recom-
mendations and approved the preliminary plat and Planned Unit Development (PUD) (Resolution
No. 2024-029) on February 21, 2024; and
WHEREAS, City staff found the Mississippi Landing 1st Addition final plat substantially
consistent with the approved preliminary plat and Planned Unit Development (PUD) plan; and
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove,
Washington County, Minnesota, hereby approves the final plat for a residential subdivision plat
named “Mississippi Landing 1st Addition” and the Development Agreement and authorize
execution of all documents related thereto subject to the following conditions:
1. The Developer and builders must comply with all City ordinances and policies.
2. The Developer must abide by the conditions stipulated in Resolution No. 2024-029,
which approved the Mississippi Landing preliminary plat, except as hereafter modified.
3. All utility, drainage, and development construction must conform to the plan set dated
March 20, 2024, and include the completion of the comments included in the April 22,
2024, letter from Bolton and Menk and any subsequent review comments by the City
Engineer.
4. Development of this project must comply with the grading and erosion control plans
as approved by the City Engineer.
City of Cottage Grove, Minnesota
City Council Resolution 2024-073
Page 4 of 4
5. After the site is rough graded, but before any utility construction commences or build-
ing permits are issued, the erosion control plan shall be implemented by the Developer
and inspected and approved by the City. The City may impose additional erosion
control requirements if it is determined that the methods implemented are insufficient
to properly control erosion.
6. The home builder for each lot shall post a letter of credit or cash escrow to the City for
the estimated cost of the required park boundary markers, boulevard tree, yard trees,
and shrubs on each lot as outlined in the development agreement. Before final
financial guarantees are released, a certificate signed by a registered engineer must
be provided. This certificate will state that all final lot and building grades are in
conformance to the grading and drainage development plan(s) approved by the City
Engineer.
7. The developer is responsible for the cost and installation of the required park and open
space boundary markers. Residential lots designated to have a boundary marker(s)
must have the marker(s) installed before a Certificate of Occupancy can be issued for
the house on that particular residential lot. For lots constructed between November 1
and May 1, a Certificate of Occupancy can be issued, and the escrow retained until
installation of the markers is confirmed.
8. All monument signs must comply with the City’s Sign Ordinance, must be placed on
private property, a building permit secured, and must be under the control of the HOA.
9. All mailboxes and location of mailboxes must comply with the U.S. Post Office guide-
lines and regulations. Mailboxes placed at the curb shall all be the same design and
color.
10. All material processing taking place onsite shall take place within permitted
construction hours of operation.
Passed this 1st day of May 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
DEVELOPMENT AGREEMENT
FOR THE PLAT OF
MISSISSIPPI LANDING 1st ADDITION
BY AND BETWEEN
THE CITY OF COTTAGE GROVE
AND
RACHEL DEVELOPMENT, INC.
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THIS AGREEMENT, made and entered into on the day of ,
2024, by and between the City of Cottage Grove, a Minnesota municipal corporation (“CITY”), and
Rachel Development, Inc., a Minnesota corporation (“DEVELOPER”).
RECITALS:
WHEREAS, the DEVELOPER and CITY are the fee simple owners of the
DEVELOPMENT PROPERTY, as identified on the FINAL PLAT; and
WHEREAS, in pursuant of the DEVELOPMENT PROJECT, the DEVELOPER applied to
the CITY for approval of the DEVELOPMENT PLANS and FINAL PLAT for the PRELIMINARY
PLAT of Mississippi Landing and the FINAL PLAT of Mississippi Landing 1st Addition, which is
consistent with the PRELIMINARY PLAT; and
WHEREAS, in conjunction with the granting of these approvals, the CITY requires the
installation and/or availability of public utilities (sewer and water), public streets, storm sewer pipes,
ponds, street lighting and other facilities; and
WHEREAS, under authority granted to it, including Minnesota Statutes Chapters 412, 429,
and 462, the COUNCIL approved the PRELIMINARY PLAT of Mississippi Landing on March 20,
2024 and is approving the FIRST ADDITION FINAL PLAT of Mississippi Landing and
DEVELOPMENT PLANS on the following conditions:
1. That the DEVELOPER enters into this DEVELOPMENT AGREEMENT, which contract
defines the work which the DEVELOPER undertakes to complete; and
2. The DEVELOPER shall provide an irrevocable letter of credit and cash deposits in the
amounts and with conditions satisfactory to the CITY, providing for assurance of payment for
the actual construction and installation of the improvements in the DEVELOPMENT
PLANS, as specified and required by the CITY.
WHEREAS, the DEVELOPMENT PLANS were prepared by a registered professional
engineer and have been submitted to and approved by the CITY ENGINEER.
NOW, THEREFORE, subject to the terms and conditions of this DEVELOPMENT
AGREEMENT and in reliance upon the representations, warranties and covenants of the parties
herein contained, the CITY and DEVELOPER agree as follows:
ARTICLE 1
DEFINITIONS
1.1. TERMS. The following terms, unless elsewhere defined specifically in the
DEVELOPMENT AGREEMENT, shall have the following meanings as set forth below.
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1.2. BUILDER. “BUILDER” means an entity that will be constructing a residence on a
lot in the FINAL PLAT.
1.3. CITY. “CITY” means the City of Cottage Grove, a Minnesota municipal corporation.
1.4. CITY ENGINEER. “CITY ENGINEER” means the City Engineer of the City of
Cottage Grove or delegatees.
1.5. CITY WARRANTIES. “CITY WARRANTIES” means all CITY WARRANTIES
identified in Article 12 of this DEVELOPMENT AGREEMENT.
1.6. COMMUNITY DEVELOPMENT DIRECTOR. “COMMUNITY
DEVELOPMENT DIRECTOR” means the Community Development Director of the City of
Cottage Grove or delegatees.
1.7. COUNCIL. “COUNCIL” means the Council of the City of Cottage Grove.
1.8. COUNTY. “COUNTY” means Washington County, Minnesota.
1.9. DEVELOPER. “DEVELOPER” means Rachel Development, Inc., a Minnesota
corporation.
1.10. DEVELOPER DEFAULT. “DEVELOPER DEFAULT” means and includes,
jointly and severally, any of the following or any combination thereof:
a) failure by the DEVELOPER to timely pay the CITY any money required to
be paid under the DEVELOPMENT AGREEMENT;
b) failure by the DEVELOPER to timely construct the DEVELOPER
IMPROVEMENTS according to the DEVELOPMENT PLANS and the
CITY standards and specifications;
c) failure by the DEVELOPER to observe or perform any covenant, condition,
obligation or agreement on its part to be observed or performed under this
DEVELOPMENT AGREEMENT;
d) breach of the DEVELOPER WARRANTIES.
1.11. DEVELOPER IMPROVEMENTS. “DEVELOPER IMPROVEMENTS” means
and includes, individually and collectively, all the improvements identified in Article 4.
1.12. DEVELOPER WARRANTIES. “DEVELOPER WARRANTIES” means all
DEVELOPER WARRANTIES identified in Article 10 of this DEVELOPMENT AGREEMENT.
1.13. DEVELOPMENT AGREEMENT. “DEVELOPMENT AGREEMENT” means
this instant agreement by and among the CITY and DEVELOPER.
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1.14. DEVELOPMENT PLANS. “DEVELOPMENT PLANS” means the street
infrastructure and utility plans dated , the surveys and grading plans dated
prepared by Alliant Engineering or as may be updated and approved by the CITY
ENGINEER, prepared by the CITY, or as may be updated and approved by the CITY ENGINEER,
hereby incorporated by reference and made a part of this DEVELOPMENT AGREEMENT.
1.15. DEVELOPMENT PROJECT. “DEVELOPMENT PROJECT” means a residential
development to be known as Mississippi Landing 1st Addition that will be constructed on the
DEVELOPMENT PROPERTY that is substantially in conformance with the FINAL PLAT.
1.16. DEVELOPMENT PROPERTY. “DEVELOPMENT PROPERTY” means that real
property legally described on Exhibit A, attached hereto, upon which the DEVELOPMENT
PROJECT will be constructed.
1.17. FINAL ACCEPTANCE. “FINAL ACCEPTANCE” means all conditions of a
DEVELOPER IMPROVEMENT have been completed and approved by the CITY ENGINEER
or COMMUNITY DEVELOPMENT DIRECTOR.
1.18. FINAL PLAT. “FINAL PLAT” means the FINAL PLAT, approved by the
COUNCIL on May 1, 2024, attached hereto as Exhibit B.
1.19. FORCE MAJEURE. “FORCE MAJEURE” means acts of God, including, but not
limited to floods, ice storms, blizzards, tornadoes, landslides, lightning and earthquakes (but not
including reasonably anticipated weather conditions for the geographic area), riots, global pandemics,
insurrections, war or civil disorder affecting the performance of work, blockades, power or other utility
failures, and fires or explosions or District or Federal Court orders that prevent DEVELOPER from
performing its obligations under the DEVELOPMENT AGREEMENT.
1.20. FORMAL NOTICE. “FORMAL NOTICE” means notices given by one party to
the other if in writing and if and when delivered or tendered either in person or by depositing it in the
United States mail in a sealed envelope, by certified mail, return receipt requested, with postage and
postal charges prepaid, addressed as follows:
If to CITY: City of Cottage Grove
Attention: City Administrator
12800 Ravine Parkway South
Cottage Grove, MN 55016
If to DEVELOPER: Rachel Development, Inc.
Attn: David Stradtman
4180 Napier Court
St. Michael, MN 55376
dstradtman@racheldevelopment.com
or to such other address as the party addressed shall have previously designated by notice given in
accordance with this Section. Notices shall be deemed to have been duly given on the date of service
5
if served personally on the party to whom notice is to be given, or on the third day after mailing if
mailed as provided above, provided, that a notice not given as above shall, if it is in writing, be deemed
given if and when actually received by a party.
1.21. INDIRECT COSTS. “INDIRECT COSTS” means the costs related to:
a) Finance, administration and legal costs; and
b) Engineering services performed by CITY Staff; and
c) Testing and Right of Way services; and
d) Consulting engineering services.
1.22. OFF-SITE IMPROVEMENTS. “OFF-SITE IMPROVEMENTS” means and
includes, individually and collectively, all the improvements identified on Exhibit C and in Article 3.
1.23. ON-SITE IMPROVEMENTS. “ON-SITE IMPROVEMENTS” means and
includes, individually and collectively, all the improvements identified on Exhibit C and in Article 3.
1.24. OTHER REGULATORY AGENCIES. “OTHER REGULATORY AGENCIES”
means and includes, individually and collectively, the following:
a) Minnesota Department of Transportation
b) Washington County
c) BNSF Railroad
d) South Washington Watershed District
e) Minnesota Department of Health
f) Minnesota Pollution Control Agency
g) Metropolitan Council
h) Minnesota Department of Natural Resources
i) Minnesota Board of Water and Soil Resources
j) Any other regulatory or governmental agency or entity affected by or
having jurisdiction over the DEVELOPER IMPROVEMENTS.
1.25. PRELIMINARY PLAT. “PRELIMINARY PLAT” means the preliminary plat
approved by the COUNCIL.
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1.26. PRIOR EASEMENT HOLDERS. “PRIOR EASEMENT HOLDERS” means and
includes, jointly and severally, all holders of any easements or other property interests which existed
prior to the grant or dedication of any public easements transferred by the FINAL PLAT or transferred
pursuant to this DEVELOPMENT AGREEMENT.
1.27. UTILITY COMPANIES. “UTILITY COMPANIES” means and includes, jointly
and severally, the following:
a) Utility companies, including electric, gas and cable;
b) Pipeline companies.
ARTICLE 2
FINAL PLAT APPROVAL
2.1. FINAL PLAT APPROVAL. The COUNCIL approved the FINAL PLAT. All
conditions contained in the CITY Council Resolution for the FINAL PLAT shall be considered a
condition of this DEVELOPMENT AGREEMENT.
2.2. RECORDING OF FINAL PLAT. The DEVELOPER shall record the FINAL
PLAT and this DEVELOPMENT AGREEMENT with the COUNTY Recorder. No building permits
shall be issued unless the DEVELOPER shows evidence to the CITY that the FINAL PLAT and this
DEVELOPMENT AGREEMENT have been recorded with the COUNTY Recorder and the CITY
has received the financial obligations required in Article 15.
ARTICLE 3
ON-SITE IMPROVEMENTS AND OFF-SITE IMPROVEMENTS
3.1. ON-SITE IMPROVEMENTS. DEVELOPER shall construct and install, at its own
cost, all ON-SITE IMPROVEMENTS identified on Exhibit C in accordance with industry standards
for making public improvements.
3.2. OFF-SITE IMPROVEMENTS. DEVELOPER shall construct and install, at its own
cost, all OFF-SITE IMPROVEMENTS identified on Exhibit C in accordance with industry standards
for making public improvements. OFF-SITE IMPROVEMENTS include:
a) Sanitary Sewer Lift Station and Force Main: A sanitary sewer lift station and force
main is required to be installed as contemplated in the Cottage Grove Comprehensive
Sanitary Sewer Plan.
b) 103rd Street & Grey Cloud Trail Improvements: 103rd Street and Grey Cloud Trail
are required to be realigned following the approved Washington County Southwest
Arterial Study.
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3.3. RIGHT OF ENTRY AND ACCESS. The CITY hereby grants to DEVELOPER
a right of entry and access over, across, upon and under those portions of the public property as
may be necessary for the purpose of permitting the DEVELOPER to perform its obligations in
connection with the construction and installation of the ON-SITE IMPROVEMENTS and OFF-
SITE IMPROVEMENTS.
3.4. AREA CHARGES. The CITY imposes Area Charges for sanitary sewer, water and
storm sewer impacts to all new developments pursuant to City Code Section 8-1-3 C.3 and the Fee
Schedule. The CITY shall provide credits for portions of the installed trunk infrastructure that are in
excess of what is needed for the DEVELOPMENT PROJECT. Such Area Charges are identified on
Exhibit G.
ARTICLE 4
DEVELOPER IMPROVEMENTS
4.1. DEVELOPER IMPROVEMENTS. The DEVELOPER shall install, at its own
cost, the DEVELOPER IMPROVEMENTS in accordance with the DEVELOPMENT PLANS and
in accordance with the approvals of the CITY Council, and all ordinances and PRELIMINARY and
FINAL PLAT resolutions of the CITY or any amendments thereto and any Miscellaneous
Requirements on Exhibit D, attached hereto.
4.2. GROUND MATERIAL. The DEVELOPER shall ensure that adequate and suitable
ground material shall exist in the areas of public street and utility improvements and shall guarantee
the removal, replacement or repair of substandard or unstable material through the warranty period.
The cost of said removal, replacement or repair is the responsibility of the DEVELOPER.
4.3. GRADING/DRAINAGE PLAN, EASEMENTS AND HOURS OF
CONSTRUCTION ACTIVITIES.
a) The DEVELOPER shall construct drainage facilities adequate to serve the
DEVELOPMENT PROJECT in accordance with the DEVELOPMENT PLANS. The
DEVELOPER agrees to grant to the CITY all necessary outlots and temporary or
permanent easements for the preservation and maintenance of the drainage system, for
drainage basins and for utility service and for utility looping. The DEVELOPER shall enter
into any easement agreements and stormwater management agreements with the CITY on
property owned by the DEVELOPER that are deemed necessary to fulfill the obligations
of this Section. The grading and drainage plan shall include lot and building elevations,
drainage swales to be seeded and blanketed, storm sewer, catch basins, erosion control
structures and ponding areas necessary to conform to the overall CITY storm sewer plan.
The grading of the site shall be completed in conformance with the DEVELOPMENT
PLANS and the approved grading permit, subject only to such design criteria and
engineering design and construction specifications as are used in the DEVELOPMENT
PLANS, unless otherwise agreed to by the DEVELOPER and CITY ENGINEER.
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b) DEVELOPER shall dedicate drainage and utility easements as shown on the FINAL
PLAT. Additional utility and drainage easements may be granted by an acceptable
document as approved by the CITY with mutual consent between the City and
DEVELOPER. Prior to issuance of a Certificate of Occupancy to a BUILDER for any
dwelling unit constructed on a lot within the subdivision, a Certificate of Compliance
by a land surveyor must be submitted to the CITY by the BUILDER reflecting
conformance with the approved grading plan and confirming that the lot corner
monuments are installed. Unless previously agreed to in writing by the CITY and the
DEVELOPER, the DEVELOPER shall provide the CITY an as-built survey of the
DEVELOPMENT PROPERTY in PDF and AUTOCAD format after the final rough
grading is complete for review and approval prior to development utility installation.
c) Building construction and general construction activities are limited to Monday
through Friday between the hours 7:00 AM and 7:00 PM and on Saturday between the
hours of 9:00 AM and 7:00 PM. Site grading/excavation and street and utility
construction activities are limited to Monday through Friday between the hours 7:00
AM and 7:00 PM and on Saturday between the hours of 9:00 AM and 7:00 PM.
Building construction and construction activities are not allowed on City -observed
holidays, unless agreed to in advance by the CITY ENGINEER.
4.4. GRADING OF PUBLIC STREETS. The DEVELOPER must grade the areas
within the FINAL PLAT and additional areas as identified in the grading plans, in order to be able
to convey and treat water from the FINAL PLAT. Grading of all public streets, boulevards,
driveways and other public lands, if any, and other lands shown in the approved grading plan and as
required in Exhibit F shall be done in accordance with the grading plan provided to and approved
by the CITY. If the DEVELOPER does not perform the work required by this paragraph, the CITY
will complete all work required of the DEVELOPER. The DEVELOPER will be financially
responsible for payments for this work, which will be assessed as provided in Section 16.2.
4.5. INTERIM BITUMINOUS STREET. The DEVELOPER will construct a
bituminous wedge for the roadways within the FINAL PLAT. The bituminous wedge will be
removed, and final wear course installed once 90% of the residences have final Certificates of
Occupancy or after two (2) years. At the end of two (2) years from the day the bituminous wedge
is installed, even if 90% of the homes do not have Certificates of Occupancy, the DEVELOPER
will remove the wedge and place the wear course pavement. The DEVELOPER is responsible for
the replacement of any damaged sidewalk or curbside (this obligation does not preclude DEVELOPER
and BUILDER(s) from making agreement for reimbursement of replacement obligations from
BUILDER(S) to DEVELOPER). The BUILDER will be responsible to preserve and protect the public
roadway and any sidewalk/trail.
4.6. PUBLIC STREET MAINTENANCE. DEVELOPER is responsible for all
maintenance, upkeep and repair of all public streets contained within the FINAL PLAT and
DEVELOPMENT PLANS from initiation of construction through final acceptance by the CITY.
4.7. STREET SWEEPING. The DEVELOPER is responsible for the removal of all
construction debris and earth materials within the public right-of-way typically resulting from new
home construction activities. The CITY will inspect the roadways to ensure the DEVELOPER is
9
keeping all public roadway surfaces clean. If any portion of a public roadway surface is found in an
unacceptable condition, the CITY will have appropriate equipment dispatched to the site and all costs
associated with the clean-up effort will be billed to the DEVELOPER. DEVELOPER may assign this
responsibility to the BUILDERS.
4.8. STREET SIGNS. The CITY shall manufacture and install street identification
signs and non-mechanical and non-electrical traffic control signs. DEVELOPER shall be
financially responsible for these costs. Street signs will be in conformance with the names as
indicated on the FINAL PLAT and pursuant to CITY standards. The actual number and location
of signs to be installed shall be determined by the CITY.
4.9. SOD. The DEVELOPER agrees that the BUILDER must pay for and install
cultured sod from the street curb to the rear lot line(s) of each lot in the entire FINAL PLAT. For
a lot where a Certificate of Occupancy is issued between August 1 and May 1 of the following
year, completion of the work described in this paragraph shall be completed by the BUILDER by
June 15; for a lot where a Certificate of Occupancy is issued between May 1 and July 31, completion
of the work described in this paragraph shall be completed by the BUILDER by the September 15.
Notwithstanding anything to the contrary in this DEVELOPMENT AGREEMENT, it is agreed that
in lieu of the BUILDER installing sod on each lot, the BUILDER may have an agreement with the lot
owner for installation of the sod by the lot owner, at the owner’s request.
4.10. BOULEVARD AND AREA RESTORATION. All boulevards shall be
permanently sodded within 30 days of final grading, with the exception of those boulevards
directly adjacent to buildable lots. These boulevards may be temporarily seeded until the lot is
final graded, and then sod shall be installed. The DEVELOPER shall restore all other areas
disturbed by the development grading operation in accordance with the approved erosion control
plan, over the entire FINAL PLAT. Upon request of the CITY ENGINEER, the DEVELOPER
shall remove the silt fences once the vegetation on the surrounding area has reached 70% coverage.
4.11. LOT CORNER MONUMENTS. The DEVELOPER shall install all subdivision lot
corner monumentation within one year from the date of recording the FINAL PLAT, or the
monumentation shall be installed on a per lot basis at the time the building permit for the subject lot
is issued, whichever occurs first. At the end of the one-year period from recording of this
DEVELOPMENT AGREEMENT, the DEVELOPER shall submit to CITY ENGINEER written
verification by a registered land surveyor that the required monuments have been installed throughout
the FINAL PLAT.
4.12. BOULEVARD TREES. If DEVELOPER or BUILDER proposes a boulevard tree
location that does not align with the approved landscape plan, the City Forester shall review and must
approve the new location of the boulevard trees to be planted. The minimum size of tree to be planted
in the City’s Right-of-Way shall be two-and-a-half-inch caliper (2½”), as measured by the American
Association of Nurserymen. All boulevard trees shall be warranted to be alive, of good quality, and
disease free as determined by the City Forester for twelve (12) months after planting. Additional
requirements for boulevard trees are described in the table in Section 4.17(b) iii.
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4.13. STREET MAINTENANCE, RESTORATION, ACCESS AND REPAIR
DURING CONSTRUCTION. The DEVELOPER or BUILDER shall clear, on a daily basis, any
soil, earth or construction debris from the surrounding streets and lands within or adjacent to the
FINAL PLAT resulting from the grading or building on the land within the FINAL PLAT by the
DEVELOPER or its agents, and shall restore to the CITY’s specifications any gravel base
contaminated by mixing construction or excavation debris, or earth in it, and repair to the CITY’s
specifications any damage to bituminous surfacing resulting from the use of construction equipment.
Furthermore, the DEVELOPER shall maintain reasonable access to any occupied buildings
within the FINAL PLAT, including necessary street maintenance such as grading, graveling, patching
and snow removal prior to permanent street surfacing. The DEVELOPER agrees to perform and
assume all responsibilities relating to snow removal and ice control, if the streets have not been
accepted for winter maintenance as determined by the CITY ENGINEER by October 15, or later if
approved by the CITY’s Public Works Director. CITY will consider the following factors when
considering acceptance for winter maintenance: the status of installation of curb, pavement and wedge.
Completion of the work described in this section shall be completed within fifteen (15) days after
notice by the CITY to the DEVELOPER that repair or restoration is required. Saturday working
hours for the site grading/street and utility construction should start at 9:00 a.m.
4.14. OCCUPANCY AND ACCESS. No building permit for any lot shall be issued until
the DEVELOPER has constructed a temporary access consisting of a bituminous surface base that is
acceptable in design by the CITY and the conditions on Exhibit D have been followed. Special
consideration may be given for eight model home building permits if approved by the City’s Building
Official and Fire Marshal as follows:
a) Four model home permits may be issued prior to roadway Class V gravel base and
utilities being installed; and
b) Four additional model home permits may be issued after Class V gravel base and
utilities and storm sewer pipes have been installed to serve the lots for the model
homes, as long as “Out of Service” hydrant tags have been installed on all out of
service hydrants within the development.
No temporary certificate of occupancy for any lot shall be issued until the DEVELOPER has
constructed a temporary bituminous roadway that is acceptable in design by the CITY and water and
sanitary sewer improvements are installed, tested, televised, reviewed and available for use, including
the lift station as described in Exhibit D, Section 2(d). Hydrant tags must also be removed. No
certificate of occupancy for any lot within the FINAL PLAT shall be issued until the first lift of street
pavement and the pavement wedge has been installed. Furthermore, the DEVELOPER is responsible
for the construction and cost of constructing any necessary temporary bituminous roadway before the
public roadway is constructed and shall maintain reasonable access to any occupied home or homes,
including necessary street maintenance prior to permanent street improvements that are accepted by
the CITY.
4.15. DRIVEWAYS. Upon building a residence on a lot, the BUILDER shall construct a
concrete or bituminous surface driveway for the lot in accord with CITY approved standards. For a
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lot for which a certificate of occupancy is issued between August 1 and May 1 of the following year,
completion of the work described in this paragraph must be completed by June 15; for a lot for which
a certificate of occupancy is issued between May 1 and July 31, completion of the work described in
this paragraph shall be completed by September 15.
4.16. VEGETATION. The DEVELOPER shall comply with CITY ordinances and policies
related to preservation of vegetation and trees and specifically shall exercise reasonable efforts in
residential areas to save mature, non-diseased trees and vegetation on the subject land which do not
have to be removed for reasonable installation of buildings, streets, utilities or drainage improvements,
construction activities related thereto, or site grading. Prior to any excavation, the DEVELOPER shall
install tree protection around all trees that are to be saved as shown in the approved
DEVELOPMENT PLANS prior to any excavation. All diseased trees shall be removed according
to CITY ordinance requirements.
4.17. LANDSCAPING. The responsibility for landscaping requirements are as follows:
a) The DEVELOPER is responsible for:
i. Installing all landscaping improvements within the lots shown on the
DEVELOPER’S approved landscape plan.
ii. Installing all landscaping improvements as depicted on the DEVELOPER’S
landscape plan. Landscaping for individual lots shall be installed during
the construction of each lot.
b) Single-family lots shall meet the following standards:
i. Property owners shall maintain their yards all the way to the curb or shoulder
of the abutting roadways, sidewalks and trail for each parcel, including any
landscaping in the boulevards.
ii. Property owners shall maintain their yards to the edge of any abutting CITY
trail.
iii. The DEVELOPER is responsible to ensure that the BUILDER plants the
following number, size, and types of trees and shrubs prior to the issuance of
a certificate of occupancy for each lot:
Landscape Lot Performance Standards
Standard
40’ Lot Width 52.5’ Lot Width 65’ Lot Width
Boulevard Trees Every other lot, 1 per
adjacent street
Every other lot, 1 per adjacent
street Every lot, 1 per adjacent street
Lot Trees 2 per lot (one can be
ornamental)
2 per lot (one can be
ornamental) 3 per lot
Shrubs 5 per lot 10 per lot 10 per lot
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Except for Lots 1-11, Block 6; Lots 1-4, Block 7; Lots 1-16, Block 8; and Lots 1-5, Block 10, all in
Mississippi Landing 1st Addition, which will require one rear yard tree, the remaining required two trees
per lot (82 total trees) shall be planted within the development. Final landscape plans for each phase shall
identify those additional trees. Deciduous trees shall be two different species, and a coniferous tree may be
substituted. Deciduous trees must have a trunk caliper width of not less than two and a half inches.
Coniferous trees shall not be less than six feet in height.
iv. The DEVELOPER shall record a restrictive covenant ensuring that
fencing, if allowed, shall be uniform.
4.18. EROSION CONTROL. The DEVELOPER shall provide and follow a plan for
erosion control and pond maintenance in accord with the Best Management Practices (BMP) as
delineated in the Minnesota Pollution Control Agency online Minnesota Stormwater Manual and the
grading permit from the CITY. Such plan shall be detailed on the DEVELOPMENT PLANS and
shall be subject to approval of the CITY ENGINEER. The DEVELOPER shall install and maintain
such erosion control structures as appear necessary under the DEVELOPMENT PLANS and as
required in Exhibit F. The DEVELOPER shall be responsible for all damage caused as the result of
grading and excavation within the FINAL PLAT including, but not limited to, restoration of existing
control structures and clean-up of public right-of-way, until all lots are final graded and improvements
are completed. As a portion of the erosion control plan, the DEVELOPER shall seed or sod any
disturbed areas in accordance with the DEVELOPMENT PLANS. After the site is rough graded, the
DEVELOPER must provide erosion control devices as detailed on the Development Plans or as
reasonably required by the City. The parties recognize that time is of the essence in controlling
erosion. If the DEVELOPER does not provide erosion control, the CITY may, after a twenty-four
(24) hour notice, take appropriate action to control erosion. The CITY may, without notice draw upon any posted
financial guarantee to pay costs incurred by the CITY in controlling erosion within the FINAL PLAT, or at the
CITY’s option, assess the additional costs incurred as part of the DEVELOPER IMPROVEMENTS.
4.19. PROHIBITION ON TRANSFER OF RESPONSIBILITY. It is agreed that
DEVELOPER may transfer its responsibility for sod installation, Street Sweeping, Street Signs, Street
Maintenance, Restoration, Access and Repair, Landscaping, and Erosion Control provided
DEVELOPER ultimately remains liable for the performance or nonperformance thereof and it is
understood and agreed that upon transfer of the NPDES permit to the BUILDER or buyer of an
individual lot, all responsibilities subsumed under the said NPDES permit specific to the subject lot
shall, thereafter, be the BUILDER’S or buyer’s responsibility and not DEVELOPER’S
responsibility.
4.20. WEED/GRASS MAINTENANCE. During the term of this AGREEMENT,
DEVELOPER must not allow or permit within the FINAL PLAT, any weeds, grass, brush, or other
rank vegetation to a height greater than eight (8) inches, or permit any accumulation of dead weeds,
grass or brush until FINAL ACCEPTANCE. However, in CITY outlots, native plants are allowed
pursuant to CITY Code Section 4-3-1(B)(2)(L). In the event the DEVELOPER fails to comply with
this provision, the CITY may give the DEVELOPER notice to cut or remove material in violation of
this paragraph. All costs of cutting or removing incurred by the CITY must be paid by the
DEVELOPER or assessed against the property that is in violation. The DEVELOPER shall maintain
all City Outlots until acceptance in writing by City Staff.
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ARTICLE 5
PARK CONTRIBUTION REQUIREMENTS
5.1. PARK DEDICATION. The DEVELOPER shall deed Outlot P to CITY in lieu of
parkland dedication fees.
ARTICLE 6
PERMITS, LICENSES AND OTHER APPROVALS
6.1. PERMITS. The DEVELOPER shall obtain all necessary approvals, permits and
licenses from the CITY, the OTHER REGULATORY AGENCIES and the UTILITY COMPANIES,
as identified on Exhibit E, attached hereto. Major design requirements of any such entities shall be
determined prior to completion and incorporated into the DEVELOPMENT PLANS. All costs
incurred to obtain said approvals, permits and licenses, and also all fines or penalties levied by any
agency due to the failure of the DEVELOPER to obtain or comply with conditions of such approvals,
permits and licenses, shall be paid by the DEVELOPER. The DEVELOPER shall defend and hold
the CITY harmless from any action initiated by the OTHER REGULATORY AGENCIES and the
UTILITY COMPANIES resulting from such failures of the DEVELOPER. City will work with
DEVELOPER to have UTILITY COMPANIES relocate their utilities.
ARTICLE 7
OTHER DEVELOPMENT REQUIREMENTS
7.1. MISCELLANEOUS REQUIREMENTS. Any additional requirements to approval
of the FINAL PLAT and DEVELOPMENT PLANS as specified by the COUNCIL are incorporated
herein.
ARTICLE 8
WARRANTY PERIOD
8.1. WARRANTY PERIOD. Upon FINAL ACCEPTANCE, CITY ENGINEER or
COMMUNITY DEVELOPMENT DIRECTOR, as deemed appropriate depending on the type of
DEVELOPER IMPROVEMENTS, will provide written notice to DEVELOPER that the warranty
period has begun.
8.2. WARRANTY ON PROPER WORK AND MATERIALS. The DEVELOPER
warrants all work required to be performed by it under this DEVELOPMENT AGREEMENT
against defective material and faulty workmanship after FINAL ACCEPTANCE for the period of
time as stated below:
a) Landscaping, which includes all trees, grass, and sod shall be warranted to be alive,
of good quality and disease free shall for a period of one (1) year after planting.
Any replacements shall be similarly warranted for one year after planting.
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b) Streets, sidewalks, trails, lighting and utilities shall for a period of two (2) years.
The warranty shall include the obligation of the DEVELOPER to repair and correct
any damage to or deficiency in such improvements during the warranty period.
ARTICLE 9
RESPONSIBILITY FOR COSTS
9.1. DEVELOPER IMPROVEMENTS, ON-SITE IMPROVEMENTS AND OFF-
SITE IMPROVEMENTS COSTS. The DEVELOPER shall pay for the DEVELOPER
IMPROVEMENTS, ON-SITE IMPROVEMENTS and OFF-SITE IMPROVEMENTS; that is, all
costs of persons doing work or furnishing skills, tools, machinery or materials, or insurance premiums
or equipment or supplies and all just claims for the same; and the CITY shall be under no obligation
to pay the contractor or any subcontractor any sum whatsoever on account thereof, whether or not the
CITY shall have approved the contract or subcontract.
The DEVELOPER is responsible for contracting and paying for the street and utility testing costs.
The CITY’s designated inspector on the DEVELOPMENT PROJECT will coordinate the street and
utility testing activities. All testing reports shall be sent to the CITY with a copy to the DEVELOPER.
If deductions are owed on the street and utility construction pursuant to the MNDOT standards for
construction, then these deductions will be paid by DEVELOPER to CITY within thirty (30) days
after DEVELOPER receives notices of such deductions.
9.2. ENFORCEMENT COSTS. The DEVELOPER shall pay the CITY for costs
incurred in the enforcement of this DEVELOPMENT AGREEMENT, including engineering costs
and reasonable attorneys’ fees.
9.3. TIME OF PAYMENT. DEVELOPER shall pay all bills from the CITY within
thirty (30) days after billing. Bills not paid within thirty (30) days shall bear interest at the rate of
eight percent (8%) per year.
ARTICLE 10
DEVELOPER WARRANTIES
10.1. STATEMENT OF DEVELOPER WARRANTIES. The DEVELOPER hereby
warrants and represents the following:
a) AUTHORITY. DEVELOPER is the fee title owner of the DEVELOPMENT
PROPERTY as identified in the FINAL PLAT, and has the right, power, legal
capacity and authority to enter into and perform its obligations under this
DEVELOPMENT AGREEMENT, and no approvals or consents of any persons are
necessary in connection with the authority of DEVELOPER to enter into and perform
its obligations under this DEVELOPMENT AGREEMENT.
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b) NO DEFAULT. DEVELOPER is not in default under any lease, contract or
agreement to which it is a party or by which it is bound which would affect performance
under this DEVELOPMENT AGREEMENT. DEVELOPER is not a party to or bound
by any mortgage, lien, lease, agreement, instrument, order, judgment or decree which
would prohibit the execution or performance of this DEVELOPMENT
AGREEMENT by DEVELOPER or prohibit any of the transactions provided for
in this DEVELOPMENT AGREEMENT.
c) PRESENT COMPLIANCE WITH LAWS. DEVELOPER has complied with and
is not in violation of applicable federal, state or local statutes, laws, and regulations
including, without limitation, permits and licenses and any applicable zoning,
environmental or other law, ordinance or regulation affecting the FINAL PLAT and
the DEVELOPMENT PLANS and the DEVELOPER IMPROVEMENTS; and
DEVELOPER is not aware of any pending or threatened claim of any such violation.
d) CONTINUING COMPLIANCE WITH LAWS. DEVELOPER will comply with
all applicable federal, state and local statutes, laws and regulations including, without
limitation, permits and licenses and any applicable zoning, environmental or other
law, ordinance or regulation affecting the FINAL PLAT and the DEVELOPMENT
PLANS and the DEVELOPER IMPROVEMENTS.
e) NO LITIGATION. Other than Friends of Grey Cloud vs. City of Cottage Grove and
Rachel Development Inc., Court File No. 82-CV-24-1270, there is no suit, action,
arbitration or legal, administrative or other proceeding or governmental investigation
pending, or threatened against or affecting DEVELOPER or the FINAL PLAT or the
DEVELOPMENT PLANS or the DEVELOPER IMPROVEMENTS. DEVELOPER
is not in default with respect to any order, writ, injunction or decree of any federal,
state, local or foreign court, department, agency or instrumentality.
f) FULL DISCLOSURE. None of the representatives and warranties made by
DEVELOPER or made in any exhibit hereto or memorandum or writing furnished or
to be furnished by DEVELOPER or on its behalf intentionally contains or will contain
any untrue statement of material fact or intentionally omit any material fact the
omission of which would be misleading. Any unintentional untrue statements or
omissions shall be corrected or cured within thirty (30) days after the DEVELOPER
receives FORMAL NOTICE or obtains knowledge of such error, unless an extension
is granted by the CITY.
g) PLAT COMPLIANCE. The FINAL PLAT and the DEVELOPMENT PLANS
comply with all CITY, COUNTY, metropolitan, state and federal laws and
regulations, including but not limited to, subdivision ordinances, zoning ordinances
and environmental regulations.
h) OBTAINING PERMITS. The DEVELOPER shall obtain in a timely manner and
pay for all required permits, licenses and approvals, and shall meet, in a timely manner,
all requirements of all applicable, local, state and federal laws and regulations which
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must be obtained or met before the DEVELOPER IMPROVEMENTS may be
lawfully constructed. A list of the CITY permits, licenses, and approvals required is
identified on Exhibit E.
ARTICLE 11
[INTENTIONALLY BLANK]
ARTICLE 12
CITY WARRANTIES
12.1. STATEMENT OF CITY WARRANTIES. The CITY hereby warrants and
represents as follows:
a) ORGANIZATION. CITY is a municipal corporation duly incorporated and validly
existing in good standing the laws of the State of Minnesota.
b) AUTHORITY. CITY is the fee simple owner of the DEVELOPMENT PROPERTY
as identified in the FINAL PLAT, and has the right, power, legal capacity and
authority to enter into and perform its obligations under this DEVELOPMENT
AGREEMENT.
ARTICLE 13
INDEMNIFICATION OF CITY
13.1. INDEMNIFICATION OF CITY. Provided the CITY is not in DEFAULT under
the DEVELOPMENT AGREEMENT with respect to the particular matter causing the claim, loss or
damage, DEVELOPER shall indemnify, defend and hold the CITY, its COUNCIL, agents,
employees, attorneys and representatives harmless against and in respect of any and all claims,
demands, actions, suits, proceedings, losses, costs, expenses, obligations, liabilities, damages,
recoveries, and deficiencies, including interest, penalties and attorneys’ fees, that the CITY incurs of
suffers, which arise out of, result from or relate to:
a) breach by the DEVELOPER of the DEVELOPER WARRANTIES;
b) failure of the DEVELOPER to timely construct the DEVELOPER
IMPROVEMENTS according to the DEVELOPMENT PLANS and the CITY
ordinances, standards and specifications;
c) failure by the DEVELOPER to observe or perform any covenant, condition,
obligation or agreement on its part to be observed or performed under this
DEVELOPMENT AGREEMENT;
d) failure by the DEVELOPER to pay contractors, subcontractors, laborers, or
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materialmen;
e) failure by the DEVELOPER to pay for materials;
f) approval by the CITY of the FINAL PLAT;
g) approval by the CITY of the DEVELOPMENT PLANS;
h) failure to obtain the necessary permits and authorizations to construct the
DEVELOPER IMPROVEMENTS;
i) construction of the DEVELOPER IMPROVEMENTS;
j) delays in construction of the DEVELOPER IMPROVEMENTS;
k) payment by DEVELOPER for any required costs or assessments;
l) all costs and liabilities arising because building permits were issued prior to the
completion and acceptance of the DEVELOPER IMPROVEMENTS.
13.2. NOTICE. Within a reasonable period of time after the CITY’s receipt of actual notice
of any matter giving rise to a right of payment against the CITY pursuant to Section 13.1, the CITY
shall give the FORMAL NOTICE in reasonable detail to the DEVELOPER. The DEVELOPER shall
not be obligated to make any payment to the CITY for any such claim until the passage of thirty (30)
days from the date of its receipt of FORMAL NOTICE from the CITY, during which time the
DEVELOPER shall have the right to cure or remedy the event leading to such claim.
13.3. DEFENSE OF CLAIM. Provided the CITY is not in DEFAULT under the
DEVELOPMENT AGREEMENT with respect to the particular matter causing the claim or demand,
with respect to claims or demands asserted against the CITY by a third party of the nature covered by
Section 13.1, and provided that the CITY gives FORMAL NOTICE thereof, the DEVELOPER will,
at its sole expense, provide for the defense thereof with counsel of its own selection but approved by
the CITY; the DEVELOPER will pay all costs and expenses including attorneys’ fees incurred in so
defending against such claims, provided that the CITY shall at all times also have the right to fully
participate in the defense at the CITY’s expense. If the DEVELOPER fails to defend, the CITY shall
have the right, but not the obligation, to undertake the defense of, and to compromise or settle the
claim or other matter, for the account of and at the risk of the DEVELOPER.
ARTICLE 14
CITY REMEDIES UPON DEVELOPER DEFAULT
14.1. CITY REMEDIES. If a DEVELOPER DEFAULT occurs, that is not caused by
FORCE MAJEURE, the CITY shall give the DEVELOPER FORMAL NOTICE of the
DEVELOPER DEFAULT and the DEVELOPER shall have thirty (30) days to cure the
DEVELOPER DEFAULT. If the DEVELOPER, after FORMAL NOTICE to it by the CITY, does
not cure the DEVELOPER DEFAULT, then the CITY may avail itself of any remedy afforded by
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law and any of the following remedies:
a) the CITY may specifically enforce this DEVELOPMENT AGREEMENT;
b) the CITY may suspend any work, improvement or obligation to be performed by the
CITY;
c) the CITY may collect on the irrevocable letter of credit (“LOC”) or cash deposit
pursuant to Article 15 hereof;
d) the CITY may suspend or deny building and occupancy permits for buildings within
the FINAL PLAT;
e) the CITY may, at its sole option, perform the work or improvements to be performed
by the DEVELOPER, in which case the DEVELOPER shall within thirty (30) days
after written billing by the CITY reimburse the CITY for any costs and expenses
incurred by the CITY. In the alternative, the CITY may in whole or in part, specially
assess any of the costs and expenses incurred by the CITY; and the DEVELOPER
hereby waives any and all procedural and substantive objections to the installation and
construction of the work and improvements and the special assessment resulting
therefrom, including, but not limited to, notice and hearing requirement and any claim
that the special assessments exceed benefit to the FINAL PLAT. The DEVELOPER
hereby waives any appeal rights otherwise available pursuant to Minn. Stat. § 429.081.
14.2. NO ADDITIONAL WAIVER IMPLIED BY ONE WAIVER. In the event any
agreement contained in this DEVELOPMENT AGREEMENT is breached by the DEVELOPER and
thereafter waived in writing by the CITY, such waiver shall be limited to the particular breach so
waived and shall not be deemed to waive any other concurrent, previous or subsequent breach
hereunder. All waivers by the CITY must be in writing.
14.3. NO REMEDY EXCLUSIVE. No remedy herein conferred upon or reserved to the
CITY shall be exclusive of any other available remedy or remedies, but each and every such remedy
shall be cumulative and shall be in addition to every other remedy given under the DEVELOPMENT
AGREEMENT or now or hereafter existing at law or in equity or by statute. No delay or omission to
exercise any right or power accruing upon any default shall impair any such right or power or shall be
construed to be a waiver thereof, but any such right and power may be exercised from time to time and
as often as may be deemed expedient. In order to entitle the CITY to exercise any remedy reserved to
it, it shall not be necessary to give notice, other than the FORMAL NOTICE.
14.4. EMERGENCY. Notwithstanding the requirement contained in Section 14.1 hereof
relating to FORMAL NOTICE to the DEVELOPER in case of a DEVELOPER DEFAULT and
notwithstanding the requirement contained in Section 14.1 hereof relating to giving the DEVELOPER
a right to cure the DEVELOPER DEFAULT, in the event of an emergency as determined by the
CITY ENGINEER, resulting from the DEVELOPER DEFAULT, the CITY may perform the work
or improvement to be performed by the DEVELOPER without giving any notice or FORMAL
NOTICE to the DEVELOPER and without giving the DEVELOPER the right to cure the
DEVELOPER DEFAULT. In such case, the DEVELOPER shall within thirty (30) days after written
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billing by the CITY reimburse the CITY for any and all costs incurred by the CITY. In the alternative,
the CITY may, in whole or in part, specially assess the costs and expenses incurred by the CITY; and
the DEVELOPER hereby waives any and all procedural and substantive objections to the installation
and construction of the work and improvements and the special assessments resulting therefrom,
including, but not limited to, notice and hearing requirements and any claim that the special
assessments exceed benefit to the FINAL PLAT. The DEVELOPER hereby waives any appeal rights
otherwise available pursuant to Minn. Stat. § 429.081.
ARTICLE 15
FINANCIAL OBLIGATIONS
15.1. DEVELOPER’S LETTER OF CREDIT AMOUNT. Prior to release of the FINAL
PLAT for recording, the DEVELOPER shall deposit with the CITY an irrevocable LOC for the
amounts required in Exhibits C and F. In lieu of an irrevocable LOC, DEVELOPER may deposit cash
or other security acceptable to CITY.
All cost estimates shall be acceptable to the CITY ENGINEER. The bank and form of the irrevocable
LOC shall be subject to approval by the CITY Finance Director and shall continue to be in full force
and effect until released by the CITY. The irrevocable LOC may be for a term ending two (2) years
after acceptance by the CITY or the letter of credit may be for a one year term provided it is
automatically renewable for successive one year periods from the present or any future expiration
dates, and further provided that the irrevocable LOC states that at least sixty days prior to the
expiration date the bank will notify the CITY if the bank elects not to renew for an additional period.
The irrevocable LOC shall secure compliance by the DEVELOPER with the terms of this
DEVELOPMENT AGREEMENT. The CITY may draw down on the irrevocable LOC or cash
deposit, without any further notice than that provided in Section 14.1 relating to a DEVELOPER
DEFAULT, or for any of the following reasons:
a) at DEVELOPER’S written request; or
b) upon the CITY receiving notice that the irrevocable LOC will be allowed to lapse
prior to two (2) years after acceptance by the CITY.
The CITY shall use the LOC proceeds or cash escrows to reimburse the CITY for its costs and to
cause the DEVELOPER IMPROVEMENTS, ON-SITE IMPROVEMEMENTS or OFF-SITE
IMPROVEMENTS to be constructed to the extent practicable; if the CITY ENGINEER determines
that such DEVELOPER IMPROVEMENTS, ON-SITE IMPROVEMENTS or OFF-SITE
IMPROVEMENTS have been constructed and after retaining 10% of the proceeds for later distribution
pursuant to Section 15.2, the remaining proceeds shall be distributed to the DEVELOPER. At
DEVELOPER’S request and CITY’S written consent, which shall not be unreasonably withheld, in
lieu of using the LOC proceeds or cash escrows, the CITY and DEVELOPER may enter into a deferred
assessment waiver agreement for a portion or all of the CITY’S reimbursement costs.
With CITY approval, the irrevocable LOC may be reduced pursuant to Section 15.2 from time to
time as financial obligations are paid.
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15.2. LOC RELEASE AND ESCROW INCREASE. The DEVELOPER may request
that the LOC or cash deposits required by the DEVELOPMENT AGREEMENT be reduced at the
following milestones:
a) LOC or cash escrow reductions. DEVELOPER may request LOC or cash escrow
deposits required be reduced at the following milestones and in such amounts that
are commensurate with the amount of work that has been completed to date, but
subject to the limitations for retainage amounts needed during the warranty period,
as described below:
i. Two (2) grading reductions at least two (2) months apart, except for pond
cleaning.
ii. Three (3) site improvement reductions at least two (2) months apart.
iii. One (1) landscaping reduction.
b) LOC or cash escrow release. Upon FINAL ACCEPTANCE by the CITY
ENGINEER or COMMUNITY DEVELOPMENT DIRECTOR of each portion of
the DEVELOPER IMPROVEMENTS and upon commencement of the warranty
periods, the LOC or cash escrows will be released as follows:
i. Grading will be released in full and no retainage is required through the
warranty period with the exception of pond cleaning which will be retained
in its entirety through the warranty period.
ii. Landscaping will be reduced by 50% and the balance will be retained
through the warranty period.
iii. Streets will be reduced by 75% and the balance will be retained through the
warranty period.
iv. ON-SITE IMPROVEMENTS and OFF-SITE IMPROVEMENTS will be
reduced by 75% and the balance will be retained through the warranty
period.
Following the expiration of the warranty periods, all LOC and cash escrows will be released.
If it is determined by the CITY that the DEVELOPMENT PLANS were not strictly adhered to, or
that work was done without CITY inspection, the CITY may require, as a condition of acceptance,
that the DEVELOPER post an irrevocable LOC, or cash deposit equal to 125% of the estimated
amount necessary to correct the deficiency or to protect against deficiencies arising therefrom. In the
event that work, which is concealed, was done without permitting CITY inspection, then the CITY
may, in the alternative, require the concealed condition to be exposed for inspection purposes. LOC
reductions will be processed within 30 days of DEVELOPER request.
15.3. DEVELOPER’S CASH FEES AND CASH ESCROW REQUIREMENTS. Prior
to the FINAL PLAT being released for recording, DEVELOPER shall deposit cash and cash escrows
with the CITY for those items and in the amounts required in Exhibit G. DEVELOPER shall be
responsible for all fees related to the purpose of the cash escrow. If the cash escrow deposit is depleted
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to 50%, DEVELOPER shall be required to replenish the cash escrow deposit to 100% within 30 days
of notice by the CITY.
15.4. BUILDER’S CASH FEES AND CASH ESCROW REQUIREMENTS.
DEVELOPER shall notify each BUILDER that certain building permit fees and an escrow shall be
required prior to the issuance of a building permit for each lot for those items and in the amount stated
on Exhibit H, attached hereto. If the DEVELOPER is the only BUILDER pulling building permits,
the CITY, in its sole discretion, may accept an irrevocable LOC from the DEVELOPER for each lot,
in an amount equal to or exceeding the total amount of cash escrow requirement that would otherwise
be required under this paragraph.
ARTICLE 16
MISCELLANEOUS
16.1. CITY’S DUTIES. The terms of this DEVELOPMENT AGREEMENT shall not be
considered an affirmative duty upon the CITY to complete any DEVELOPER IMPROVEMENTS.
16.2. COMMENCEMENT AND COMPLETION OF CERTAIN RIGHT OF WAY
CONSTRUCTION. Subject to UNAVOIDABLE DELAYS, DEVELOPER shall use reasonable
efforts to substantially complete the improvements associated with off-site right of way work, if
any, by October 18, 2024. This work includes utilities connections, roadway realignment and
construction, curb and gutter placement as required, paving, and striping . DEVELOPER shall
coordinate all ON-SITE IMPROVEMENTS and OFF-SITE IMPROVEMENTS construction
activities with the CITY as it relates to other CITY construction projects in the vicinity of the
DEVELOPMENT PROJECT and DEVELOPMENT PROPERTY.
16.3. NO MODIFICATIONS TO DEVELOPMENT PROJECT. All work with
respect to the DEVELOPMENT PROJECT to be constructed or provided by DEVELOPER on the
DEVELOPMENT PROPERTY shall be in substantial conformity with the DEVELOPMENT
PLANS and DEVELOPER will not materially modify the size or exterior appearance o f the
DEVELOPMENT PROJECT without the consent of the CITY, which consent shall not be
unreasonably withheld.
16.4. FORCE MAJEURE. DEVELOPER may make a written request that the CITY
construct the OFF-SITE IMPROVEMENTS identified in Section 3.2 due to FORCE MAJEURE.
If such a written request is made, the parties shall agree to the costs for the OFF-SITE
IMPROVEMENTS and shall agree to the method of cost recovery for the CITY, which may be by
special assessment against the DEVELOPMENT PROPERTY, or the CITY may draw on the
irrevocable LOC or on the cash deposit. In the event of a FORCE MAJEURE that prevents
DEVELOPER from performing its obligations in a timely manner, DEVELOPER may request that
the CITY release the LOCs and unused cash and the cash escrow deposit, after CITY’s costs have
been paid pursuant to the cash or cash escrow purposes, until the FORCE MAJEURE is resolved. If
the DEVELOPER is able to continue with and complete the DEVELOPMENT PROJECT upon
resolution of the FORCE MAJEURE, then DEVELOPER shall be required to provide the LOCs,
cash and cash escrows required for the unresolved balance of the DEVELOPMENT PROJECT.
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16.5. NO THIRD PARTY RECOURSE. Third parties shall have no recourse against the
CITY under this DEVELOPMENT AGREEMENT.
16.6. VALIDITY. If any portion, section, subsection, sentence, clause, paragraph or phrase
of this DEVELOPMENT AGREEMENT is for any reason held to be invalid, such decision shall not
affect the validity of the remaining portion of this DEVELOPMENT AGREEMENT.
16.7. RECORDING. The DEVELOPMENT AGREEMENT and PLAT shall be recorded
with the COUNTY Recorder and the DEVELOPER shall provide and execute any and all documents
necessary to implement the recording.
16.8. BINDING AGREEMENT. The parties mutually recognize and agree that all terms
and conditions of this recordable DEVELOPMENT AGREEMENT shall run with the land in the
FINAL PLAT, and shall be binding upon the successors and assigns of the DEVELOPER. This
DEVELOPMENT AGREEMENT shall also run with and be binding upon any after acquired interest
of the DEVELOPER in the land made the subject of the FINAL PLAT.
16.9. CONTRACT ASSIGNMENT. The DEVELOPER may not assign this
DEVELOPMENT AGREEMENT without the prior written consent of the COUNCIL, which
approval will not be unreasonably withheld. In such case, the third-party buyer will be required to
accept and assume all contractual and financial responsibilities provided in this DEVELOPMENT
AGREEMENT. Upon satisfaction of such requirements by such third-party buyer, the
DEVELOPER’s obligations hereunder shall terminate. Absent approval of the Council, the
DEVELOPER’s obligations hereunder shall continue in full force and effect, even if the
DEVELOPER sells one or more lots, the entire PLAT, or any part of it.
16.10. AMENDMENT AND WAIVER. The parties hereto may by mutual written
agreement amend this DEVELOPMENT AGREEMENT in any respect. Any party hereto may
extend the time for the performance of any of the obligations of another, waive any inaccuracies in
representations by another contained in this DEVELOPMENT AGREEMENT or in any document
delivered pursuant hereto which inaccuracies would otherwise constitute a breach of this
DEVELOPMENT AGREEMENT, waive compliance by another with any of the covenants contained
in this DEVELOPMENT AGREEMENT, waive performance of any obligations by the other or waive
the fulfillment of any condition that is precedent to the performance by the party so waiving of any of
its obligations under this DEVELOPMENT AGREEMENT. Any agreement on the part of any party
for any such amendment, extension or waiver must be in writing. No waiver of any of the provisions
of this DEVELOPMENT AGREEMENT shall be deemed, or shall constitute, a waiver of any other
provisions, whether or not similar, nor shall any waiver constitute a continuing waiver.
16.11. GOVERNING LAW. This DEVELOPMENT AGREEMENT shall be governed by
and construed in accordance with the laws of the State of Minnesota.
16.12. COUNTERPARTS. This DEVELOPMENT AGREEMENT may be executed in
any number of counterparts, each of which shall be deemed an original but all of which shall constitute
one and the same instrument.
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16.13. HEADINGS. The subject headings of the paragraphs and subparagraphs of this
DEVELOPMENT AGREEMENT are included for purposes of convenience only and shall not affect
the construction of interpretation of any of its provisions.
16.14. INCONSISTENCY. If the DEVELOPMENT PLANS are inconsistent with the
words of this DEVELOPMENT AGREEMENT or if the obligation imposed hereunder upon the
DEVELOPER are inconsistent, then that provision or term which imposes a greater and more
demanding obligation on the DEVELOPER shall prevail.
16.15. ACCESS. The DEVELOPER hereby grants to the CITY, its agents, employees,
officers, and contractors a license and right of entry to enter the DEVELOPMENT PROPERTY to
perform all work and inspections deemed appropriate by the CITY during the installation of
DEVELOPER IMPROVEMENTS, ON-SITE IMPROVEMENTS and OFF-SITE
IMPROVEMENTS.
[The remainder of this page has been intentionally left blank.]
24
IN WITNESS WHEREOF, the parties have executed this DEVELOPMENT
AGREEMENT.
CITY:
CITY OF COTTAGE GROVE
By:
Myron Bailey
Its Mayor
By:
Tamara Anderson
Its City Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF WASHINGTON )
On this day of , 2024, before me a Notary Public
within and for said County, personally appeared Myron Bailey and Tamara Anderson to me personally
known, who being each by me duly sworn, each did say that they are respectively the Mayor and City
Clerk of the City of Cottage Grove, the municipality named in the foregoing instrument, and that the
said instrument was signed on behalf of said municipality by authority of its City Council and said
Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality.
Notary Public
A-1
EXHIBIT A
DEVELOPMENT PROPERTY
Real property situated in the City of Cottage Grove, County of Washington, State of Minnesota,
legally described as:
Lots 1-8, Block 1;
Lots 1-11, Block 2;
Lots 1-4, Block 3;
Lots 1-9, Block 4;
Lots 1-17, Block 5;
Lots 1-11, Block 6;
Lots 1-4, Block 7;
Lots 1-16, Block 8;
Lots 1-19, Block 9;
Lots 1-11, Block 10;
Outlots A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R and S;
all in Mississippi Landing 1st Addition
B-1
EXHIBIT B
FINAL PLAT
B-2
EXHIBIT B
FINAL PLAT
CONT.
B-3
EXHIBIT B
FINAL PLAT
CONT.
B-4
EXHIBIT B
FINAL PLAT
CONT.
B-5
EXHIBIT B
FINAL PLAT
CONT.
B-6
EXHIBIT B
FINAL PLAT
CONT.
C-1
EXHIBIT C
ON-SITE IMPROVEMENTS AND
OFF-SITE IMPROVEMENTS
Improvement LOC Estimated
Construction Cost Per Lot
On-Site Improvements
Sanitary Sewer $ 1,209,947.00 $ 10,999.52
Watermain $ 1,065,599.00 $ 9,687.26
Storm Sewer $ 1,138,840.00 $ 10,353.09
Streets $ 1,069,349.00 $ 9,721.35
Street Lighting $ 151,030.00 $ 1,373.00
Record Plan (2%) $ 92,696.00 $ 842.69
Subtotal: $ 4,727,461.00 $ 42,976.92
Off-Site Improvements
Sanitary Sewer $ 1,652,351.00 $ 15,021.37
Watermain $ 1,151,365.00 $ 10,466.95
Storm Sewer $ 131,063.00 $ 1,191.48
Streets $ 400,468.00 $ 3,640.62
Street Lighting $ 20,866.00 $ 189.69
Record Plan (2%) $ 67,122.00 $ 610.20
Subtotal $ 3,423,235.00 $ 31,120.32
LOC (125%) $ 10,188,370.00 $ 92,621.55
Final Streets Construction Cost $ 331,101.00 $ 3,010.01
Final Streets LOC (130%): $ 430,431.00 $ 3,913.01
Total Site Improvement LOC: $ 10,618,801.00 $ 96,534.55
D-1
EXHIBIT D
MISCELLANEOUS REQUIREMENTS AND CONDITIONS
IMPOSED BY THE CITY
1) CONDITIONS TO BE SATISFIED BEFORE CITY RELEASES THE FINAL PLAT
TO BE RECORDED.
a) Letter of Credit. DEVELOPER must provide the LOC required in this
DEVELOPMENT AGREEMENT.
b) All Cash Deposits. DEVELOPER must pay all cash deposits required in this
DEVELOPMENT AGREEMENT.
c) Planning Fees. DEVELOPER must pay the CITY all planning, engineering review
and legal fees that have been incurred up to the date of approval of this
DEVELOPMENT AGREEMENT.
d) Park Dedication. DEVELOPER must execute a warranty deed for Outlot P to CITY
for parkland dedication.
e) Lift Station. DEVELOPER must execute a warranty deed for Outlot B to CITY for
a lift station. The credit for which is reflected in Exhibit G.
f) Stormwater. DEVELOPER must execute a warranty deed for Outlots A, D, Q, and
S for stormwater. The credit for Outlot A is reflected in Exhibit G.
g) Temporary Drainage and Utility Easement. DEVELOPER must execute Temporary
Drainage and Utility Easements to the CITY.
h) Temporary Cul-de-Sac Easement. DEVELOPER must execute a Cul-de-Sac
Easement.
i) Quit Claim Deed. CITY must execute a quit claim deed in favor of DEVELOPER
for all DEVELOPMENT PROPERTY, except Outlot P.
j) Temporary Access Easement. CITY must execute a Termination of the Temporary
Access Agreement dated June 30, 2023 and recorded as Document No. 4410150 on
July 6, 2023 in the Washington County Recorder’s Office, confirming the
Temporary Access Agreement is terminated pursuant to Section IV(e) of the
Temporary Access Agreement and it shall be recorded simultaneously with the
FINAL PLAT.
2) BUILDING PERMITS. Other than model home building permits as provided in Section 4.14,
no building permits may be obtained for Phase 1A or Phase 1B, as identified on Exhibit I,
attached hereto until:
D-2
a) All the conditions in Paragraph 1 of this Exhibit D have been met;
b) All storm water ponds and associated drainage features including storm sewer and
drainage swales have been installed that support Phase 1A or Phase 1B, whichever is
applicable, as determined by the CITY ENGINEER;
c) All sanitary sewer and water main, including services, have been installed, tested,
televised as necessary, and reviewed and approved by the CITY ENGINEER and are
available for use for Phase 1A or Phase 1B, whichever is applicable;
d) Up to thirty (30) building permits may be issued at such time the lift station is
temporarily operational. Prior to issuance of these building permits, an operations
plan for the temporary operation of the lift station shall be reviewed and approved
by the CITY ENGINEER.
e) DEVELOPER has constructed a temporary bituminous roadway that is acceptable in
design and approved by the CITY for Phase 1A or Phase 1B, whichever is applicable.
f) The documents below have been recorded in the following order:
• Termination of the Temporary Access Easement Agreement
• Final Plat
• Development Agreement
• Temporary Drainage and Utility Easement
• Temporary Cul de Sac Easement
• Quit Claim Deed for DEVELOPMENT PROPERTY except Outlot P
• Warranty Deed for Outlot P (park)
• Warranty Deed for Outlot B (lift station)
• Warranty Deed for Outlots A, D and Q and S (stormwater)
3) CERTIFICATES OF OCCUPANCY. Prior to issuance of any certificate of occupancy, all
the following conditions must be satisfied:
a) All the conditions listed in Paragraphs 1 and 2 of this Exhibit D must be satisfied.
b) Lot as-built surveys have been approved by the CITY.
c) DEVELOPER shall record a restrictive covenant and provide to the City including
requiring Lots 1-16, Block 8 and Lots 1-11, Block 10, all in Mississippi Landing
1st Addition, to have uniformed fencing.
4) SUBDIVISION EROSION CONTROL. DEVELOPER is responsible for erosion control
throughout the FINAL PLAT pursuant to the NPDES permit until all lots in the FINAL PLAT
are built upon and until turf is established in each of the individual lots in the FINAL PLAT.
D-3
5) CLEAN UP OF CONSTRUCTION DEBRIS ON STREETS AND ADJOINING
PROPERTY. The escrow amount stated on Exhibit G shall include an appropriate amount
as determined by the Director of Public Works to ensure that the DEVELOPER removes any
construction debris from streets adjoining the FINAL PLAT and from private properties that
adjoin the FINAL PLAT. During the construction of the residences and other improvements
within the FINAL PLAT, the DEVELOPER is responsible for removing any construction
debris (including roofing materials, paper wrappings, construction material and other waste
products resulting from construction) that may be blown from the construction site into
adjoining private properties or into CITY streets or that may fall from delivery trucks onto
adjoining private properties or CITY streets. Further, during construction, the DEVELOPER
must clear the CITY streets of any dirt or other earthen material that may fall onto the CITY
streets from the delivery trucks that are being used in the excavation and grading of the site.
6) MAILBOXES. The DEVELOPER is responsible for the placement of a mailbox for all the
lots within the DEVELOPMENT PROJECT and must comply with the United States Postal
Service’s mailbox design and placement requirements. The mailboxes must all be of similar
design and color within the DEVELOPMENT PROJECT.
7) SIDEWALK SNOW REMOVAL AND TRAIL MAINTENANCE. The CITY shall
provide snow removal of transportation trails and sidewalks. If the CITY does not provide
snow removal on a trail or sidewalk within the DEVELOPMENT PROJECT, the property
owner abutting the trail or sidewalk must remove the snow and/or ice.
E-1
EXHIBIT E
PERMITS, LICENSES AND OTHER APPROVALS
1. Any licenses or permits required by the Minnesota Department of Health.
2. NPDES Permit from the MPCA.
3. Right of Way Permit from the CITY.
4. Grading Permit from the CITY.
5. Any contractor licenses from the CITY or the State of Minnesota.
6. Building Permits from the CITY.
7. Electrical Permits from the CITY.
8. Railroad Crossing Permit from BNSF
9. South Washington Watershed Permit
10. Utility permits that may be required from the CITY, State of Minnesota or any utility
company.
F-1
EXHIBIT F
DEVELOPER’S LETTER OF CREDIT REQUIREMENTS FOR
SITE GRADING & EROSION CONTROL AND LANDSCAPING ITEMS
Grading LOC - Phase 1 Unit Qty Unit Cost Total Per Lot
Site Grading Restoration: Topsoil CY 33,700.00 $ 2.00 $ 67,400.00 $ 612.73
Site Grading: MnDOT 250 Seed & Mulch AC 63.30 $ 2,000.00 $ 126,600.00 $ 1,150.91
Misc. Site Grading LS 1.00 $ 12,000.00 $ 12,000.00 $ 109.09
Erosion Control: Temp Rock Entrance EA 1.00 $ 2,000.00 $ 2,000.00 $ 18.18
Erosion Control: Silt Fence LF 27,600.00 $ 3.00 $ 82,800.00 $ 752.73
Erosion Control: Swale & EOF Blanket SY 35,600.00 $ 3.00 $ 106,800.00 $ 970.91
Street Sweeper w/ Pickup Broom HR 15.00 $ 125.00 $ 1,875.00 $ 17.05
Pond Liner CY 6,300.00 $ 20.00 $ 126,000.00 $ 1,145.45
Pond Cleaning LS 1.00 $ 20,000.00 $ 20,000.00 $ 181.82
Grading Record Plan LS 1.00 $ 11,000.00 $ 11,000.00 $ 100.00
Total Grading Restoration Cost $ 556,475.00 $ 5,058.86
Grading LOC 150% $ 834,712.50 $ 7,588.30
LANDSCAPING
Landscape LOC Total Per Lot
Landscaping Estimate $ 37,825.00 $ 343.86
Total LOC (150%): $ 56,738.00 $ 515.80
G-1
EXHIBIT G
DEVELOPER’S CASH REQUIREMENTS AND
INDIRECT COST CASH ESCROW
CASH REQUIREMENTS
City Fees Unit Qty Unit Cost Total Per Lot
City Supplied Poles & Luminaires
(Residential)
EA 23 $ 3,601.40 $ 82,832.20 $ 753.02
City Supplied Poles & Luminaires
(Cobra Head)
EA 2 $ 5,208.50 $ 10,417.00 $ 94.70
Street Light Utility Surcharge EA 110 $ 140.40 $ 15,444.00 $ 140.40
Seal Coating: Trails SY 493 $ 2.50 $ 1,232.50 $ 11.20
Park and Open Space Markers EA 26 $ 175.00 $ 4,550.00 $ 41.36
Park Dedication Fees LOT 110 $ - $ - $ -
Road Closure Expense LS 1 $ 5,000.00 $ 5,000.00 $ 45.45
2% Engineering Fee LS 1 $ 169,635.94 $ 169,635.94 $ 1,542.14
10301 Preservation LS 1 $ 2,000.00 $ 2,000.00 $ 18.18
Outlot A Credit 1 LS 1 $(125,000.00) $ (125,000.00) $ (1,136.36)
Outlot B Credit 2 LS 1 $(125,000.00) $ (125,000.00) $ (1,136.36)
Total Fees $ 41,111.64 $ 373.74
1 Storm Area Fund
2 Sanitary Area Fund
CASH ESCROW
Engineering Escrow Total Per Lot
1% Concept Review Escrow $ 151,149.14 $ 1,374.08
Plan Review $ 174,635.94 $ 1,587.60
Inspection $ 434,089.85 $ 3,946.27
Total Estimated Escrow: $ 759,874.93 $ 6,907.95
Cash Escrow Deposit $ 379,937.47 $ 3,453.98
G-2
AREA CHARGES
Area Charges 1 Cost/Acre Acres Total Per Lot
Sanitary Area Charge - South District Lower $ 9,300.00 39.08 $ 363,444.00 $ 3,304.04
Water Area Charge - Remainder of City $ 5,850.00 39.08 $ 228,618.00 $ 2,078.35
Storm Area Charge - South District $ 8,920.00 39.08 $ 348,593.60 $ 3,169.03
Estimated Credits2 Cost Qty Total Per Lot
Trunk Watermain Credit $ (289,880.14) 1.00 $ (289,880.14) $ (265.27)
Watermain PRV Credit $ (65,000.00) 1.00 $ (65,000.00) $ (590.91)
Sanitary Forcemain Credit $ (225,220.00) 1.00 $ (225,220.00) $ (2,047.45)
Sanitary Lift Station Credit $ (450,000.00) 1.00 $ (450,000.00) $ (4,090.91)
Total Area Charges: $ (89,444.54) $ (813.13)
1Ponding HWLs were omitted from Area Charge Calculations
2 At such time that work is completed and accepted by the City the actual cost share will be reimbursed to the Developer
H-1
EXHIBIT H
BUILDER’S ESCROW REQUIREMENTS
AND CASH REQUIREMENTS
LOC ESCROW
Builder Escrow Per Lot
Yard & Boulevard Sod $ 5,400.00
Boulevard Trees $ 500.00
Property As-built Survey & Corner Replacement $ 1,000.00
Total Escrow: $ 6,900.00
CASH REQUIREMENTS
Building Permit Fees Per Lot
Sod & Boulevard Tree Inspection Fee $ 150.00
Curb Stop Inspection Fee $ 155.00
Grading As-built Review Fee $ 36.00
Right-of-way Permit Fee $ 50.00
Total Cash Added to Building Permit: $ 391.00
I-1
EXHIBIT I
PHASE 1A AND 1B
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-074
RESOLUTION APPROVING THE DEVELOMENT PLANS AND SPECIFICATIONS
FOR MISSISSIPPI LANDING 1ST ADDITION
WHEREAS, Rachel Development, LLC applied for a final plat to develop a residential
subdivision named Mississippi Landing 1st Addition. This subdivision plat consists of 110
detached single-family homes and located on the 52-acre property legally described as:
KNOW ALL PERSONS BY THESE PRESENTS: That Rachel Development, Inc., a
Minnesota corporation, owner of the following described property situated in the County
of Washington, State of Minnesota to wit:
Outlot B, Mississippi Landing, according to the recorded plat thereof,
Washington County, Minesota.
AND
All that part of the West 200 feet of the NW 1/4 of the SE 1/4 of Section 30, T27N,
R21W and that part of the NE 1/4 of the SW 1/4 of said Section 30 described as follows:
Commencing at the center line of said Section 30, thence East along the East -West
Quarter line a distance of 200 to a point, thence South and parallel to the North -South
Quarter line of said Section 30 a distance of 922.8 feet to the point of beginning, thence
continuing South along aforesaid line extended a distance of 199.7 feet more or less to
a point 200 feet North of the South line of the said NW 1/4 of the SE 1/4 of Sec tion 30,
thence Westerly parallel to the South line of said NW 1/4 of the SE 1/4 of Section 30 a
distance of 200 feet to a point on the North-South Quarter line of said Section 30, thence
Northwesterly by a deflection angle of 72 degrees 53 minutes from th e Northerly
direction of the North-South Quarter line a distance of 52.32 feet to a point, thence
North parallel to the North-South Quarter line a distance of 309.5 feet to a point, said
point here below described as Point "A", thence Southeasterly by a deflection angle of
116 degrees 25 minutes to the right a distance of 279.2 feet to the point of beginning.
Also a strip of land 40 feet in width, running from the above described tract
Northwesterly to Grey Cloud Town Road, lying Southerly and adjoining the following
described line; beginning at a point hereinabove referred to as Point "A", thence
continuing along the last course of the above described tract extended Northwesterly a
distance of 191.4 feet from Point "A" to a point, thence Northwesterly by a deflection
angle of 6 degrees 08 minutes to the right a distance of 400.5 feet to the center line of
Grey Cloud Town Road and there terminating, Washington County, Minnesota.
AND
The South Two Hundred (200) feet of the West Two Hundred (200) feet of the
Northwest 1/4 of the Southeast 1/4 (NW 1/4 of SE 1/4) of Section Thirty (30), Township
Twenty Seven (27) North, Range Twenty One (21) West, Washington County,
Minnesota.
City of Cottage Grove, Minnesota
City Council Resolution 2024-074
Page 2 of 4
AND
The North 600 feet (N600) of the West 400 (W400) feet of the Southwest Quarter
of the Southeast Quarter of Section Thirty (30), Township Twenty Seven (27), Range
Twenty One (21), West of the Fourth Principal Meridian, Washington County,
Minnesota, subject to Flowage Rights in favor of the United States of America in
Instrument dated October 30, 1935, filed November 1, 1935, in Book 128 of Deeds,
page 295.
AND
The East Two hundred feet (E. 200) of the West Four Hundred feet (W. 400) of
the North Half (N. 1/2) of the Southeast Quarter (SE. 1/4) of Section Thirty (30),
Township Twenty-seven (27), Range Twenty-one (21), West of the Fourth Principal
Meridian, according to the United States Government Survey thereof.
EXCEPT:
Part of NW 1/4 of SE 1/4 of Section 30, Township 27 North, Range 21 West
described as follows:
Commencing Stone monument at the center of said Section 30, thence Easterly
along the East West Quarter line, a distance of 400 feet to the point of beginning of the
property to be described, thence Westerly along the East West Quarter line for 200 feet,
thence Southerly parallel to the North South Quarter Line, a distance of 200 feet, thence
Southeasterly 203.61 feet to a point that 241.70 feet Southerly of the point of beginning
thence Northerly to the point of beginning.
AND
All that part of the Southwest Quarter and Southeast Quarter (SW 1/4 and SE
1/4) of Section Thirty (30), Township Twenty-seven (27) North, Range Twenty-one (21)
West, Washington County, Minnesota described as follows:
Commencing at the center of said Section 30, thence Southerly along the North -
South Quarter line of said Section 30 a distance of 560.0 feet to a point; thence by a
deflection angle of 121.00 degrees 00 minutes to the right a distance of 138.0 feet to
the point of beginning; thence continuing Northwesterly along the aforesaid line
extended a distance of 312.35 feet to a point on the centerline of Grey Cloud Town
Road, thence Northeasterly by a deflection angle of 103 degrees 35 minutes to the right
a distance of 116.3 feet along the centerline of said road to a point, thence Northeasterly
by a deflection angle of 5 degrees 34 minutes to the left a distance of 134.54 feet along
the centerline of said road to a point, thence Northeasterly by a deflection angl e of 9
degrees 48 minutes to the left a distance of 103.8 feet along the centerline of said road
to a point, thence Southeasterly by a deflection angle of 82 degrees 28 minutes to the
right a distance of 397.1 feet to a point, thence Southerly parallel to the North-South
City of Cottage Grove, Minnesota
City Council Resolution 2024-074
Page 3 of 4
Quarter line of said Section 30 by a deflection angle of 68 degrees 18 minutes to the
right a distance of 280 feet to a point, thence Westerly by a deflection angle of 87
degrees 47 minutes to the right a distance of 318.5 feet to the point of beginning,
SUBJECT to Grey Cloud Town Road.
ALSO Commencing at the center of Section 30, Township 27 North, Range 21
West, thence East along the East-West Quarter line of said Section 30 a distance of
200 feet to a point, thence South parallel to the North-South Quarter line of said Section
30 a distance of 480 feet to the point of beginning, thence continuing South along
aforesaid line extended a distance of 442.8 feet to a point, thence Northwesterly by
deflection angle of 116 degrees 25 minutes to the right a distance of 470.6 feet to a
point, thence Northeasterly by a deflection angle of 88 degrees 36 minutes to the right
a distance of 244.0 feet to a point, thence Easterly by a deflection angle of 62 degrees
46 minutes to the right a distance of 318.5 feet to the point of beginning,
And that the City of Cottage Grove, a Minnesota municipal corporation, owner of the
following described property situated in the County of Washington, State of Minnesota
to wit:
Outlot C, Mississippi Landing, according to the recorded plat thereof,
Washington County, Minnesota.
WHEREAS, the Developer will utilize the approved water and sanitary sewer plans &
specifications dated March 20, 2024, as prepared by Alliant Engineering to construct the public
improvements within the subdivision and in conformance with the April 22, 2024, review comment
letter from Bolton and Menk and any additional modifications required by the City Engineer; and
WHEREAS, the Developer will install the water and sanitary sewer and other public
improvements within the subdivision in accordance with current City ordinances and policies; and
WHEREAS, a development agreement and additional financial sureties are required for
the complete development of this project; and
WHEREAS, the City Engineer has reviewed the development plans and specifications
prepared by Alliant Engineering and is recommending that the City Council adopt a resolution
approving said development plans and specifications and as modified by the request of the City
Engineer.
NOW, THEREFORE, BE IT RESOLVED, that the City Council for the City of Cottage
Grove, Washington County, Minnesota, hereby approves the Mississippi Landing 1st Addition
development plans and specifications dated March 20, 2024, as prepared by Alliant Engineering,
subject to the following conditions:
1. The developer and contractors must comply with all City ordinances and policies.
City of Cottage Grove, Minnesota
City Council Resolution 2024-074
Page 4 of 4
2. Modifications to the final public improvement construction plans and specifications as
required in writing by the City Engineer.
Passed this 1st day of May 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CROAD EROAD DROAD FROAD HWB-01DHWL:714.68WB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00POND 6NWL:711.00HWL:714.18POND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33SW LOW POINTHWL:931.70ROAD FROAD DROAD E OUTLOT C
OUTLOT ROUTLOT ROUTLOT ROUTLOT P"PARK"OUTLOT NOUTLOT O OUTLOT MOUTLOT LOUTLOT JOUTLOT K OUTLOT GOUTLOT EOUTLOT FOUTLOT DOUTLOT DBLOCK 9BLOCK 9BLOCK 10BLOCK 10123456789101112131415161718191234567891011BLOCK 8BLOCK 8 12345678910111213141516BLOCK 74321BLOCK 5 1234567891716151413121110BLOCK 6 1234567891011BLOCK 4213456781234567891011BLOCK 112345678BLOCK 2BLOCK 31234OUTLOT AOUTLOT BOUTLOT IOUTLOT HOUTLOT ROUTLOT QBLOCK 9ROAD AROAD C9OUTLOT QOUTLOT SOUTLOT T NATURAL GASNSP GAS STUB NATURAL GAS103RD STREET S.103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVECITY PARK PRESERVEFOR
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MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
COVER SHEET 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7001MISSISSIPPI LANDING 1ST ADDITIONCOTTAGE GROVE, MINNESOTASHEET INDEX NO.CONSULTANT DEVELOPER RACHEL DEVELOPMENT4180 NAPIER COURT NESAINT MICHAEL, MN 55376CONTACT: PAUL ROBINSONEM: probinson@racheldevelopment.comALLIANT ENGINEERING, INC.733 MARQUETTE AVESUITE 700MINNEAPOLIS, MN 55402SURVEYOR DAN EKREMLICENSE NO. 57366EM: dekrem@alliant-inc.comENGINEER MARK RAUSCH, PELICENSE NO. 43480EM: mrausch@alliant-inc.comLANDSCAPE ARCHITECTJOHN GRONHOVD, PLA, ASLALICENSE NO. 59233EM: jgronhovd@alliant-inc.comCOVER SHEETEXISTING CONDITIONS/DEMOLITION PLAN - OVERALL VIEWSITE PLAN - OVERALL VIEWGRADING AND DRAINAGE PLAN - VIEWS A-HGRADING AND DRAINAGE PLAN - OVERALL VIEWSITE NOTES AND DETAILSPOND PROFILE AND DETAILS 110111314-213522-2512EROSION AND SEDIMENT CONTROL PLAN - OVERALL VIEWEROSION AND SEDIMENT CONTROL PLAN - VIEWS A-HGRADING NOTES AND DETAILS2627-348VICINITY MAPN.T.S.PROJECTLOCATIONEROSION CONTROL NOTES AND DETAILSNOTE:-HORIZONTAL DATUM IS NAD 83-VERTICAL DATUM IS NAVD 88.-CITY OF COTTAGE GROVE STANDARDSPECIFICATIONS AND DETAILS FORSTREET AND UTILITY CONSTRUCTION,DATED 2024 SHALL GOVERN ALLIMPROVEMENTS ON THE PROJECT36SANITARY SEWER AND WATERMAIN PLAN - OVERALL VIEW37-43SANITARY SEWER AND WATERMAIN PLAN AND PROFILES51STREET AND STORM SEWER PLAN - OVERALL VIEW52-62STREET AND STORM SEWER PLAN AND PROFILES65-67STREET INTERSECTION DETAILS77LANDSCAPE PLAN - OVERALL VIEWLANDSCAPE PLAN - VIEWS A-H86-87MONUMENT SIGN ENLARGEMENTPROPOSED LIFT STATION PLANS (BY OTHERS)78-85LANDSCAPE DETAILS8870LIGHTING PLAN - OVERALL VIEWLIGHTING PLAN - VIEWS A-H71-7644-45WATERMAIN EXTENSION PLAN AND PROFILES46-49SANITARY SEWER FORCEMAIN AND WATERMAIN EXTENSION50SANITARY SEWER FORCEMAIN AND WATERMAIN EXT. - BNSF CROSSINGSTANDARD DETAIL PLATESEXISTING CONDITIONS/DEMOLITION PLAN - VIEW A9LS1-LS102-7TRAFFIC SIGNING PLAN68-6963-64GREY CLOUD/103RD STREET AND STORM SEWER PLAN AND PROFILES
SANITARY SEWER SERVICE INVERTELEVATION PROVIDED ON ON PLANSALLIANTMODIFIED/NOTEDMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
STANDARD DETAIL PLATES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7002FOR
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STANDARD DETAIL PLATES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7003FOR
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STANDARD DETAIL PLATES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7004FOR
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PRESSURE REDUCING VALVE*NOT TO SCALE*SAMPLE PLAN FOR 8" WATERMAIN. CONTRACTOR TOPROVIDE FULL SHOP DRAWING FOR REVIEW.CONTRACTOR TO ALSO TO PROVIDE FULL SHOPSUBMITTAL FOR 18" PRV VALVE.MISSISSIPPI LANDING 1ST ADDITION
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STANDARD DETAIL PLATES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7005FOR
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MISSISSIPPI LANDING 1ST ADDITION
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STANDARD DETAIL PLATES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7006FOR
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MISSISSIPPI LANDING 1ST ADDITION
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STANDARD DETAIL PLATES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7007FOR
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VIEW A NATURAL GASNSP GAS STUB NATURAL GASUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEPLASTIC PIPE IN WATERUSTPT 6INIE=729.82IE=725.89103RD STREET S.103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROAD9007MF 6X6 STONE W DIMPLE740.869009MF 1/2 IP X72X740.869018MF 1/2 IP 7726741.669019MF 1/2 IP740.199024MF PINCH TOP736.989025MF 1IN IP736.609028MF 5/8 IP719.829033MF 1IN IP732.539038MF 1/2 IP LAYING ON SIDE HARDLY BURIED707.919040MF 1/2 IP709.909041MF 1/2 LEANING SE DOWN 2.2FT712.359044MF 5/8 RB CAP UNREADABLE814.559050MF MN DNR SURVEY MARKER 5/8 RB726.559052MF 1/2 IP 7726722.599075MF 5/8 RB717.429839MF 5/8 RB MN DNR SURVEY MARKER814.2810141MF 1/2 IP 7726736.8210142MF 1IN ROD 2.5FT UP736.9310143MF PINCH TOP737.0410144MF 1IN IP733.4460001MF 5/8IN SOLID W/RIBBON739.4820021MF OPEN PIPE 43806741.5420023MF OPEN PIPE 43806739.5020024MF 0.5IN OPEN DOWN 0.7FT735.3320025MF 3\8IN DOWN 0.9FT735.4220027MF PINCH TOP741.6320028MF PINCH TOP743.3420029MF 0.5IN OPEN743.0320030MF 0.5IN OPEN741.0420031MF PINCH TOP741.1820032MF 0.5IN OPEN NO CAP731.0720033MF PINCH TOP731.1220038MF 0.5IN OPEN737.4720039MF 0.5IN OPEN UP 0.3734.6020040MF 0.5IN OPEN PIPE UP .3FT LEANING NORTH SHOT AT BASE732.8820041MF 1.5IN PIPE SHOT AT BASE SEE PHOTO733.0120042MF 1.5IN PIPE SHOT AT BASE SAME AS 20041732.4220076MF PINCH TOP LEANING SHOT AT BASE729.7820077MF SEE PHOTO THREADED BOLT WITH NUT. SECURELY IN GROUND MOSTLY VERTICAL730.0020198MF 0.5IN OPEN733.5520201MF 1IN OPEN732.4920205MF 0.25IN OPEN NEXT TO BROKEN OFF TPOST729.22100009MF STA:INJOE-REROD/ALUM CAP0.00100019MF LCIM E1/4 30T27R210.00GREY CLOUD SLOUGH19-5 PCITY PARK PRESERVECITY PARK PRESERVEMISSISSIPPI LANDING 1ST ADDITION
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EXISTING CONDITIONS/DEMOLITION PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7008FOR
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ION LEGEND: NOTES:
NATURAL GASUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEWATER PUMPUSTPT 6INIE=729.82IE=725.89103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADWATER PUMP731.12CSGPS BAILEY9028MF 5/8 IP719.829038MF 1/2 IP LAYING ON SIDE HARDLY BURIED707.919040MF 1/2 IP709.909041MF 1/2 LEANING SE DOWN 2.2FT712.359075MF 5/8 RB717.42MISSISSIPPI LANDING 1ST ADDITION
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EXISTING CONDITIONS/DEMOLITION PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 7009FOR
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VIEW AVIEW BVIEW CVIEW DVIEW EVIEW FVIEW GVIEW H NATURAL GASNSP GAS STUB NATURAL GAS103RD STREET S.103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVECITY PARK PRESERVE103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CROAD EROAD DROAD FROAD HWB-01DHWL:714.68WB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00POND 6NWL:711.00HWL:714.18POND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33SW LOW POINTHWL:931.70ROAD FROAD DROAD E OUTLOT C
OUTLOT ROUTLOT ROUTLOT ROUTLOT P"PARK"OUTLOT NOUTLOT O OUTLOT MOUTLOT LOUTLOT JOUTLOT K
OUTLOT GOUTLOT EOUTLOT FOUTLOT DOUTLOT DBLOCK 9BLOCK 9BLOCK 10BLOCK 10123456789101112131415161718191234567891011BLOCK 8BLOCK 8 12345678910111213141516BLOCK 74321BLOCK 5 1234567891716151413121110BLOCK 6 1234567891011BLOCK 4213456781234567891011BLOCK 112345678BLOCK 2BLOCK 31234OUTLOT AOUTLOT BOUTLOT IOUTLOT HOUTLOT ROUTLOT QBLOCK 9ROAD AROAD C9OUTLOT QOUTLOT SOUTLOT TGREY CLOUD TRAILS S.
MISSISSIPPI LANDING 1ST ADDITION
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SITE PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70010FOR
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ION SITE PLAN DATA: SITE PLAN LOT DATA: SITE NOTES: LEGEND:
SMALL (40') SINGLEFAMILY LOTSFAMILY LOTSFAMILY LOTSMALL (40') SINGLEFAMILY LOTSMEDIUM (52.5') SINGLELARGE (65') SINGLE(WITH SIDEWALK FRONTAGE)(WITHOUT SIDEWALK FRONTAGE)MISSISSIPPI LANDING 1ST ADDITION
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SITE NOTES AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70011FOR
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ION DEVELOPMENT LOT DETAILSROAD SECTIONSGREY CLOUD TRAIL RURAL SECTION103RD ST. FULL TURN LANE SECTION103RD ST. RURAL SECTION103RD ST. ROAD SECTIONGREY CLOUD TRAIL CURB SECTION(INSET A)70' ROW ROAD SECTIONSTANDARD DETAILSROAD SECTIONS60' ROW ROAD SECTION - TIP DOWN BLVDMAINTENANCE ACCES SECTION
VIEW AVIEW BVIEW CVIEW DVIEW EVIEW FVIEW GVIEW H103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CROAD EROAD DROAD FROAD HROAD GROAD CROAD AWB-01DHWL:714.68WB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00POND 6NWL:711.00HWL:714.18POND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33SW LOW POINTHWL:931.70ROAD FROAD DROAD E OUTLOT C
OUTLOT ROUTLOT ROUTLOT ROUTLOT P"PARK"OUTLOT NOUTLOT O OUTLOT MOUTLOT LOUTLOT JOUTLOT K
OUTLOT GOUTLOT EOUTLOT FOUTLOT DOUTLOT DBLOCK 9BLOCK 9BLOCK 10BLOCK 10123456789101112131415161718191234567891011BLOCK 8BLOCK 8 12345678910111213141516BLOCK 74321BLOCK 5 1234567891716151413121110BLOCK 6 1234567891011BLOCK 4213456781234567891011BLOCK 112345678BLOCK 2BLOCK 31234OUTLOT AOUTLOT BOUTLOT IOUTLOT HOUTLOT ROUTLOT QBLOCK 9ROAD AROAD CTRAIL C
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9OUTLOT QOUTLOT SOUTLOT T NATURAL GASNSP GAS STUB NATURAL GASUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEPLASTIC PIPE IN WATERUSTPT 6INIE=729.82IE=725.89103RD STREET S.103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVECITY PARK PRESERVEMISSISSIPPI LANDING 1ST ADDITION
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GRADING AND DRAINAGE PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70012FOR
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ION GRADING NOTES: GRADING LEGEND: RETAINING WALL NOTES:
65' LOT HOLD DOWN DETAILSLOOKOUT PADWALKOUT PADSUBGRADE CORRECTIONFULL BASEMENT PAD52.5' LOT HOLD DOWN DETAILSLOOKOUT PADWALKOUT PADSUBGRADE CORRECTIONSLAB ON GRADE PAD40' LOT HOLD DOWN DETAILSSUBGRADE CORRECTIONSLAB ON GRADE PADPLAN VIEW: FULL BASEMENTINSET ASLAB ON GRADE PAD WITH SIDEWALK40' WIDE LOT GRADING DETAILFOR
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MISSISSIPPI LANDING 1ST ADDITION
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GRADING NOTES AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70013
103RD ST
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GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CWB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00POND 6NWL:711.00HWL:714.18POND 7NWL:716.50HWL:718.93OUTLOT C
OUTLOT GOUTLOT EOUTLOT FOUTLOT DOUTLOT DBLOCK 5
1234171612341234567891011BLOCK 112345678BLOCK 2BLOCK 31234OUTLOT AOUTLOT BOUTLOT HOUTLOT QTRAIL E NATURAL GASUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6INIE=729.82IE=725.89103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADMISSISSIPPI LANDING 1ST ADDITION
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GRADING AND DRAINAGE PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70014FOR
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ROAD CROAD EROAD DROAD HROAD AWB-01CHWL:712.20POND 5NWL:714.00HWL:719.00OUTLOT J
OUTLOT DBLOCK 74321BLOCK 5
1234567891716151413121110BLOCK 6
1234567891011213OUTLOT IROAD AROAD CUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6INGR
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GRADING AND DRAINAGE PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70015FOR
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ROAD CROAD DROAD HROAD AWB-01DHWL:714.68WB-01CHWL:712.20POND 5NWL:714.00HWL:719.00POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33OUTLOT RBLOCK 5 1234567891716151413121110BLOCK 421345678BLOCK 31234OUTLOT HROAD AROAD CTRAIL E
9OUTLOT QUSTPT 6INBURLINGTON NORTHERN SANTA FE RAILROADMISSISSIPPI LANDING 1ST ADDITION
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GRADING AND DRAINAGE PLAN - VIEW C 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70016FOR
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ROAD EROAD FROAD GPOND 1NWL:736.0HWL:739.74SW LOW POINTHWL:931.70ROAD D
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BLOCK 9BLOCK 101234567891011121312345BLOCK 8BLOCK 8 12345678910111213141516432OUTLOT RBLOCK 9OUTLOT TGREY CLOUD TRAIL S.
MISSISSIPPI LANDING 1ST ADDITION
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GRADING AND DRAINAGE PLAN - VIEW D 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70017FOR
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ROAD DROAD FROAD GROAD CPOND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 3NWL:718.5HWL:723.33ROAD FROAD DROAD E
OUTLOT ROUTLOT ROUTLOT NOUTLOT O BLOCK 9BLOCK 9BLOCK 10123456789101112131415161718191234567891011OUTLOT RBLOCK 9TRAIL C
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GRADING AND DRAINAGE PLAN - VIEW E 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70018FOR
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POND 2NWL:727.0HWL:732. 91POND 3NWL:718.5HWL:723.33OUTLOT ROUTLOT ROUTLOT RBURLINGTON NORTHERN SANTA FE RAILROADMISSISSIPPI LANDING 1ST ADDITION
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GRADING AND DRAINAGE PLAN - VIEW F 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70019FOR
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ROAD FROAD FOUTLOT P"PARK"OUTLOT OBLOCK 10BLOCK 10141516171819123456789101116TR
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BOUTLOT SPLASTIC PIPE IN WATERGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVEMISSISSIPPI LANDING 1ST ADDITION
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GRADING AND DRAINAGE PLAN - VIEW G 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70020FOR
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OUTLOT RCITY PARK PRESERVEMISSISSIPPI LANDING 1ST ADDITION
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GRADING AND DRAINAGE PLAN - VIEW H 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70021FOR
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Pond 1 PROFILEPOND 1 PROFILEPOND 1 OCS (OCS 1902)740.0736.0IE:734.515"5' DIARCPPond 2 PROFILEPOND 2 PROFILEROAD FROAD IPOND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91ROAD FTR
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OUTLOT ROUTLOT NOUTLOT O BLOCK 9BLOCK 9BLOCK 10456789101112131415161718191234567891011OUTLOT R1918424312TR
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ROAD GROAD FINFILTRATION BASIN NOTES: POND NOTES: MISSISSIPPI LANDING 1ST ADDITION
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POND 1 AND POND 2 PROFILES AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70022FOR
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ION LEGEND: TEMPORARY DITCH SECTION NOT TO SCALE
ROAD GPOND 3NWL:718.5HWL:723.33TRAIL COUTLOT RTRAIL C1 234567TRAIL C ROAD HROAD APOND 5NWL:714.00HWL:719.00BLOCK 421345678ROAD AROAD A
WB-01CHWL:712.15Pond 3 PROFILEPOND 3 PROFILEPOND 3 OCS (OCS 706)723.4ELEV: 718.5IE:718.2518"5' DIARCPPond 5 PROFILEPOND 5 PROFILEPOND 5 OCS (OCS 2101)719.0714.0IE:712.7515"5' DIA8"715.4INFILTRATION BASIN NOTES: POND NOTES: MISSISSIPPI LANDING 1ST ADDITION
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POND 3, POND 5, AND POND 7 PROFILES AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70023FOR
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ION LEGEND: TEMPORARY DITCH SECTION NOT TO SCALE
GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AWB-01BHWL:710.12WB-01AHWL:710.12POND 6NWL:711.00HWL:714.18OUTLOT C OUTLOT EOUTLOT FOUTLOT D112345OUTLOT BROAD BPond 6 PROFILEPOND 6 PROFILEPOND 6 OCS (OCS 2201)714.5711.0IE:710.2912"5' DIA3"712.5Pond 6 PROFILEWB-01A OCS (OCS 1404)710.10707.07IE:704.918"5' DIA6"709.0WB-01D OCS (OCS 1601)715.0713.0IE:712.1324"5' DIA5"714.0INFILTRATION BASIN NOTES: POND NOTES: BURLINGTON NORTHERN SANTA FE RAILROADPOND 7NWL:716.50HWL:718.93TRAIL E6
BLOCK 31234OUTLOT HTRAIL E
WB-01CHWL:712.15ROAD BPond 7 PROFILEPOND 7 PROFILEPond 7 PROFILEPOND 7 OCS (OCS 2001)719.4716.5IE:716.3512"5' DIA7":719.0MISSISSIPPI LANDING 1ST ADDITION
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POND 6 AND INFILTRATION 2 PROFILES AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70024FOR
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ION LEGEND:
INFILTRATION BASIN NOTES: ROAD GROAD IPOND 4NWL:717.0HWL:721.64POND 3NWL:718.5HWL:723.33OUTLOT RWB-01DHWL:714.73MISSISSIPPI LANDING 1ST ADDITION
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POND 4 AND INFILTRATION 1 PROFILE AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70025FOR
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ION LEGEND: TEMPORARY DITCH SECTION NOT TO SCALE
VIEW AVIEW BVIEW CVIEW DVIEW EVIEW FVIEW GVIEW H103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CROAD EROAD DROAD FROAD HROAD GROAD CROAD AWB-01DHWL:714.68WB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00POND 6NWL:711.00HWL:714.18POND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33SW LOW POINTHWL:931.70ROAD FROAD DROAD E OUTLOT C
OUTLOT ROUTLOT ROUTLOT ROUTLOT P"PARK"OUTLOT NOUTLOT O OUTLOT MOUTLOT LOUTLOT JOUTLOT K
OUTLOT GOUTLOT EOUTLOT FOUTLOT DOUTLOT DBLOCK 9BLOCK 9BLOCK 10BLOCK 10123456789101112131415161718191234567891011BLOCK 8BLOCK 8 12345678910111213141516BLOCK 74321BLOCK 5 1234567891716151413121110BLOCK 6 1234567891011BLOCK 4213456781234567891011BLOCK 112345678BLOCK 2BLOCK 31234OUTLOT AOUTLOT BOUTLOT IOUTLOT HOUTLOT ROUTLOT QBLOCK 915141312111098765432112345678910111213141535363738394041424344455253545556222120191812131415161718192021222342431251ROAD AROAD CTRAIL C
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9OUTLOT QOUTLOT SOUTLOT T NATURAL GASNSP GAS STUB NATURAL GASUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEPLASTIC PIPE IN WATERUSTPT 6INIE=729.82IE=725.89103RD STREET S.103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVECITY PARK PRESERVEDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDGREY CLOUD SLOUGH19-5 PMISSISSIPPI LANDING 1ST ADDITION
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EROSION AND SEDIMENT CONTROL PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70026FOR
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ION NOTES: LEGEND: DNDNOTE TO CONTRACTOR: SWPPP BMP QUANTITIES: RESPONSIBLE PARTY:EROSION CONTROLRESPONSIBLE PARTY:SITE IMPERVIOUS DATA: VICINITY MAPNOT TO SCALE1 MILE
103RD ST
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GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CWB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00POND 6NWL:711.00HWL:714.18POND 7NWL:716.50HWL:718.93OUTLOT C
OUTLOT GOUTLOT EOUTLOT FOUTLOT DOUTLOT DBLOCK 5
1234171612341234567891011BLOCK 112345678BLOCK 2BLOCK 31234OUTLOT AOUTLOT BOUTLOT HOUTLOT QTRAIL E NATURAL GASUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6INIE=729.82IE=725.89103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADDNDDNDDNDDNDDNDDNDDNDDNDDNDMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
EROSION AND SEDIMENT CONTROL PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70027FOR
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ROAD CROAD EROAD DROAD HROAD CROAD AWB-01CHWL:712.20POND 5NWL:714.00HWL:719.00OUTLOT JOUTLOT K
OUTLOT DBLOCK 74321BLOCK 5
1234567891716151413121110BLOCK 6
1234567891011213OUTLOT I15141312111098765412131415353637383940414212131415161719ROAD AROAD C3416USTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6INGR
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EROSION AND SEDIMENT CONTROL PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70028FOR
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ROAD CROAD DROAD HROAD CROAD AWB-01DHWL:714.68WB-01CHWL:712.20POND 5NWL:714.00HWL:719.00POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33OUTLOT RBLOCK 5 1234567891716151413121110BLOCK 421345678BLOCK 31234OUTLOT H1514131211109876543234567891011121314153536373839404142ROAD AROAD C34TRAIL E16
9OUTLOT QUSTPT 6INBURLINGTON NORTHERN SANTA FE RAILROADDNDDNDDNDDNDDNDMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
EROSION AND SEDIMENT CONTROL PLAN - VIEW C 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70029FOR
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ROAD EROAD FROAD GPOND 1NWL:736.0HWL:739.74SW LOW POINTHWL:931.70ROAD D
ROA
D
E
OUTLOT NOUTLOT O OUTLOT MOUTLOT LO
U
T
L
O
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K
BLOCK 9BLOCK 101234567891011121312345BLOCK 8BLOCK 8 12345678910111213141516432OUTLOT RBLOCK 95422212019181617181920212223OUTLOT TGREY CLOUD TRAIL S.DNDDNDDNDDNDDNDDNDMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
EROSION AND SEDIMENT CONTROL PLAN - VIEW D 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70030FOR
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ROAD DROAD FROAD GROAD CPOND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 3NWL:718.5HWL:723.33ROAD FROAD DROAD E
OUTLOT ROUTLOT ROUTLOT NOUTLOT O BLOCK 9BLOCK 9BLOCK 10123456789101112131415161718191234567891011OUTLOT RBLOCK 9543211234414243444552535455562221201918151617181920212242431251TRAIL C
TR
A
I
L
A OUTLOT TDNDDNDDNDDNDMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
EROSION AND SEDIMENT CONTROL PLAN - VIEW E 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70031FOR
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POND 2NWL:727.0HWL:732. 91POND 3NWL:718.5HWL:723.33OUTLOT ROUTLOT ROUTLOT R234BURLINGTON NORTHERN SANTA FE RAILROADDNDDNDDNDDNDDNDDNDMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
EROSION AND SEDIMENT CONTROL PLAN - VIEW F 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70032FOR
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ROAD FROAD FOUTLOT P"PARK"OUTLOT OBLOCK 10BLOCK 10141516171819123456789101116424312TR
A
I
L
A
TR
A
I
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BOUTLOT SPLASTIC PIPE IN WATERDNDDNDDNDDNDDNDDNDDNDDNDGREY CLOUD SLOUGH19-5 PMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
EROSION AND SEDIMENT CONTROL PLAN - VIEW G 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70033FOR
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OUTLOT RCITY PARK PRESERVEDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDDNDMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
EROSION AND SEDIMENT CONTROL PLAN - VIEW H 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70034FOR
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MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
EROSION CONTROL NOTES AND DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70035EROSION CONTROL SCHEDULE: FINAL STABILIZATION: EROSION CONTROL GENERAL NOTES: POLLUTION PREVENTION MANAGEMENT MEASURES:SEDIMENT CONTROL PRACTICES: EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: EROSION AND SEDIMENT CONTROL AMENDMENT: ACTIVE SWPPP LEGENDTEMPORARY SEDIMENTATION BASINSTANDPIPE OUTLETII. SECTION A-AIII. BASIN STANDPIPE AND EMERGENCY OVERFLOWPIPEOUTLETEMERGENCY OVERFLOW-MnDOT 3601 CLASS II RIP RAPOVER MnDOT 3733 TYPE IIIGEOTEXTILE FABRICD = DIAMETER OF STANDPIPEEQUAL TO DIAMETER OF PIPEPERFORATEDSTANDPIPE1"-2" DIAM. ROCK,CONE EQUAL TO 13 ZNOTE:PIPE MATERIALSHOULD BE RIGIDOUTLET- MnDOT3601CLASS II RIP RAPOVER MnDOT 3733TYPE III GEOTEXTILEFABRIC6" BELOW10-YR STORM31BERM STABILIZED WITH MnDOT3885 CATEGORY 3 EROSIONCONTROL BLANKETOVERFLOWNOTES:BASIN USED FOR 10 ACRESDRAINAGE AREA OR MORE.DESIGN RUNOFF VOLUME ISFROM A 2-YR, 24-HR STORMPER ACRE DRAINED TO THEBASIN. BASIN VOLUME MUSTBE A MIN. OF 1800 CUBICFEET/ACRE.SEE PLANS/SPECIFICATIONSFOR BASIN DIMENSIONS ANDPIPE SIZE AND SLOPE.ANTI-SEEPAGECOLLARPIPESTANDPIPE & ROCKMONOFILAMENTGEOTEXTILE FABRIC PERMNDOT TABLE 3886-1(MACHINE SLICED)I. PLAN VIEWAW
DRAINAGE WAYA6' MIN.L = VARIABLEINLETSTANDPIPEPIPEZD10' MIN.6
'
M
IN
.21EMERGENCY OVERFLOW34" HOLES SPACED8" TO 10" ON CENTERANTISEEPAGE COLLAR (TYP.)CLCONSTRUCTION SEQUENCING:
NATURAL GASNSP GAS STUB NATURAL GAS103RD STREET S.103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVECITY PARK PRESERVE103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CROAD EROAD DROAD FROAD HWB-01DHWL:714.68WB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00POND 6NWL:711.00HWL:714.18POND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33SW LOW POINTHWL:931.70ROAD FROAD DROAD E OUTLOT C
OUTLOT ROUTLOT ROUTLOT ROUTLOT P"PARK"OUTLOT NOUTLOT O OUTLOT MOUTLOT LOUTLOT JOUTLOT K
OUTLOT GOUTLOT EOUTLOT FOUTLOT DOUTLOT DBLOCK 9BLOCK 9BLOCK 10BLOCK 10123456789101112131415161718191234567891011BLOCK 8BLOCK 8 12345678910111213141516BLOCK 74321BLOCK 5 1234567891716151413121110BLOCK 6 1234567891011BLOCK 4213456781234567891011BLOCK 112345678BLOCK 2BLOCK 31234OUTLOT AOUTLOT BOUTLOT IOUTLOT HOUTLOT ROUTLOT QBLOCK 9ROAD AROAD C9OUTLOT QOUTLOT SOUTLOT TMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER AND WATERMAIN PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70036FOR
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IONSD LEGEND: UTILITY NOTES:
103RD STREET S.103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD CWB
-
0
1
CHWL
:
7
1
2
.
2
0WB
-
0
1
BHWL
:
7
1
0
.
1
2WB
-
0
1AHWL
:
7
1
0
.
1
2 POND
6NWL
:
7
1
1
.
0
0HWL
:
7
1
4
.
1
8
OUTLOT C OUTLOT EOUTLOT FOUT
LO
T
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1
2
3
4
1
2
3
4
BLOCK
1
1
2
3
4
B
LO
C
K
2OUTLOT AOUTLOT B
OUT
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Q
ROAD BGREY CLOUD TRAIL S. PROFILE18 IN SANITARY SEWER LIFT STATION CONNECTION PROFILEROAD A PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70037FOR
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ION ROAD AGREY CLOUD TRAIL S.SANITARY MH 1 TO LIFT STATION WET WELLGENERAL NOTES:
ROAD C ROAD H WB-01CHWL:712.20POND 5NWL:714.00HWL:719.00BLOCK 51234567891716151413121110 BLOCK 42134515
14
13
14
15ROAD A34
16 4 5
ROAD HPOND 5NWL:714.00HWL:719.00456789BLOCK 42134567815141312111112131415ROAD A16945ROAD A PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70038FOR
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ION LEGEND:GENERAL NOTES:ROAD AROAD HBUILDING SERVICE ENDS LOCATEDWITHIN 1' OF APPROXIMATE BEDROCK :
BURLINGTON NORTHERN SANTA FE RAILROAD103RD ST. S.ROAD AWB-01BHWL:710.12POND 6NWL:711.00HWL:714.18OUTLOT GOUTLOT EOUTLOT FOUTLOT D12345678BLOCK 112345678BLOCK 2OUTLOT QBLOCK 2ROAD B PROFILEBURLINGTON NORTHERN SANTA FE RAILROADROAD BWB-01CHW
L
:
7
1
2
.
2
0
POND 7NW
L
:
7
1
6
.
5
0
HW
L
:
7
1
8
.
9
3456 7891011B
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3
1
2
3
4
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HOUTLOT QMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70039FOR
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ION LEGEND:ROAD BGENERAL NOTES:BUILDING SERVICE ENDS LOCATEDWITHIN 1' OF APPROXIMATE BEDROCK :
ROAD C12171ROAD C PROFILEROAD C
ROA
D
D
OUTLOT D
BLOCK 51
2
3
4
5
6
7
8
9
17
16
15
14
13
12
11
10BLOCK 61
2
3
4
5
6
7
8
9
10
11
OUTLOT I
15
14
13
12
11
35
36
37
38
39
40
41
42
12
13
14
15
16
17
18 ROAD C
34
16
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70040FOR
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ION LEGEND:ROAD CGENERAL NOTES:BUILDING SERVICE ENDS LOCATED WITHIN 1' OF APPROXIMATE BEDROCK :
ROAD DROAD D1234534567894OUTLOT IBLOCK 937383940414252535455562221201912131415161718192021222351ROAD CROAD E
ROA
D
GROAD D PROFILEGREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.OUTLOT B18 IN WATERMAIN STUB GREY CLOUD CDS PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70041FOR
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ION LEGEND:18" WATERMAIN STUBROAD DROAD GGENERAL NOTES:BUILDING SERVICE ENDS LOCATEDWITHIN 1' OF APPROXIMATE BEDROCK :
ROAD E PROFILEROAD E
RO
A
D
F
PO
N
D
1
NW
L
:
7
3
6
.
0
HW
L
:
7
3
9
.
7
4
SW
L
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L
:
9
3
1
.
7
0
ROAD D
ROAD EOUTLOT NOUTLOT OOUTL
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OUTLOT JOUTLOT K
BLO
C
K
9
1
2
3
4
5
6
7
8
9
10
11
12
1BLOCK 8
BLOCK 81 2 3 4 5 67
8
9
10
11
12
13
14
15
16
BLOCK 74321
BLOCK 9212223
OUT
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2
3
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70042FOR
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ION LEGEND:ROAD EGENERAL NOTES:BUILDING SERVICE ENDS LOCATEDWITHIN 1' OF APPROXIMATE BEDROCK :
ROAD F PROFILEROAD FHWL:739.74POND 2NWL:727.0HWL:732. 91ROAD FROAD EOUTLOT NOUTLOT O BLOCK 9BLOCK 9BLOCK 10BLOCK 10891011121314151617181912345678910111213141516424312OUTLOT TMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70043FOR
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ION LEGEND:GENERAL NOTES:ROAD E
103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AWB-01AHWL:710.12POND 6NWL:711.00HWL:714.18OUTLOT COUTLOT EOUTLOT DOUTLOT D171615141312BLOCK 612345678OUTLOT AOUTLOT B8 IN WATERMAIN CONNECTION 103RD TO ROAD C PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
WATERMAIN EXTENSION PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70044FOR
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ION GENERAL NOTES:18" WATERMAINWATERMAIN BETWEEN ROAD C AND GREY CLOUD TRAIL S.
18 Inch Watermain PROFILE NATURAL GAS103RD STREET S.103RD STREET S.BURLINGTON NORTHERN SANTA FE RAILROAD103RD ST. S.GREY CLOUD TRAIL S.OUTLOT GBLOCK 1345678OUTLOT AMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
WATERMAIN EXTENSION PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70045FOR
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ION GENERAL NOTES:18" WATERMAIN
NATURAL GAS103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROAD103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD BOUTLOT C
OUTLOT GOUTLOT E34567BLOCK 112345678OUTLOT AOUTLOT B8 FORCEMAIN PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER FORCEMAIN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70046FOR
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ION GENERAL NOTES:SANITARY SEWER FORCEMAIN
NSP GAS STUB NATURAL GAS103RD STREET S.8 FORCEMAIN PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER FORCEMAIN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70047FOR
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ION GENERAL NOTES:SANITARY SEWER FORCEMAIN NOTE:
NATURAL GASNSP GAS STUB NATURAL GAS103RD STREET S.BURLINGTON NORTHERN SANTA FE RAILROADOUTLOT GBLOCK 1345678MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER FORCEMAIN AND WATERMAIN EXTENSION 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70048FOR
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ION GENERAL NOTES:8" WATERMAIN
NATURAL GASNSP GAS STUB NATURAL GAS103RD STREET S.BURLINGTON NORTHERN SANTA FE RAILROADOUTLOT GBLOCK 1345678MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER FORCEMAIN AND WATERMAIN EXTENSION 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70049FOR
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ION GENERAL NOTES:8" WATERMAIN
NATURAL GAS103RD STREET S.
103RD STREET S.
B
U
R
L
I
N
G
T
O
N
N
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A
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103R
D
S
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S.
OUTLOT G
BLOCK
1
2
3
4
5 6 7 8
OUTLOT A
18 Inch Watermain PROFILE18 Inch Watermain PROFILE 8 FORCEMAIN PROFILE8 FORCEMAIN PROFILE8 WATERMAIN RR CROSSING & ROAD B CONNECTION PROFILE8 WATERMAIN RR CROSSING & ROAD B CONNECTION PROFILEMISSISSIPPI LANDING 1ST ADDITIONFINAL PLAT733 Marquette Avenue
Minneapolis, MN 55402
612.758.3080
www.alliant-inc.com
Suite 700
FOR
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PRELI
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CROSSING A CROSSING C
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CROSSING B
B
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SANITARY SEWER FORCEMAIN AND WATERMAIN EXT. - BNSF CROSSING50
NATURAL GASNSP GAS STUB NATURAL GASUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEPLASTIC PIPE IN WATERUSTPT 6INIE=729.82IE=725.89103RD STREET S.103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVECITY PARK PRESERVE103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CROAD EROAD DROAD FROAD HWB-01DHWL:714.68WB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00POND 6NWL:711.00HWL:714.18POND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33SW LOW POINTHWL:931.70ROAD FROAD DROAD E OUTLOT C
OUTLOT ROUTLOT ROUTLOT ROUTLOT P"PARK"OUTLOT NOUTLOT O OUTLOT MOUTLOT LOUTLOT JOUTLOT K
OUTLOT GOUTLOT EOUTLOT FOUTLOT DOUTLOT DBLOCK 9BLOCK 9BLOCK 10BLOCK 10123456789101112131415161718191234567891011BLOCK 8BLOCK 8 12345678910111213141516BLOCK 74321BLOCK 5 1234567891716151413121110BLOCK 6 1234567891011BLOCK 4213456781234567891011BLOCK 112345678BLOCK 2BLOCK 31234OUTLOT AOUTLOT BOUTLOT IOUTLOT HOUTLOT ROUTLOT QBLOCK 9ROAD AROAD C9OUTLOT QOUTLOT SOUTLOT TMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
STREET AND STORM SEWER PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70051FOR
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ION SDUTILITY NOTES: LEGEND: WB-01A OCS710.5707.07704.918"5' DIA6"709.0WB-01D OCS715.0713.0713.024"5' DIA5714.0
US
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6
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103RD STREET S.103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD CWB
-
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:
7
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2
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-
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:
7
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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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OUTLOT C
OUTLOT EOUTLOT FOUT
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1
2
3
1
2
3
4
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2
3
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2OUTLOT AOUTLOT B
OUT
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BGREY CLOUDTRAIL S.FES 1502 TO FES 1500 PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION ROAD AGENERAL NOTES:STREET AND STORM SEWER PLAN AND PROFILES52FES 1502 TO FES 1500
USTPT 6INROAD C ROAD H WB-01CHWL:712.20POND 5NWL:714.00HWL:719.00BLOCK 51234567891716151413121110 BLOCK 421345ROAD AROAD A PROFILEROAD HPOND 5NWL:714.00HWL:719.00456789BLOCK 421345678ROAD A9MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES53ROAD AROAD HGENERAL NOTES:
BURLINGTON NORTHERN SANTA FE RAILROAD103RD ST. S.ROAD AWB-01BHWL:710.12POND 6NWL:711.00HWL:714.18OUTLOT GOUTLOT EOUTLOT FOUTLOT D12345678BLOCK 112345678BLOCK 2OUTLOT QROAD B PROFILEBURLINGTON NORTHERN SANTA FE RAILROADROAD BWB-01CHW
L
:
7
1
2
.
2
0
POND 7NW
L
:
7
1
6
.
5
0
HW
L
:
7
1
8
.
9
3456 7891
0
11B
L
O
C
K
2
B
L
O
C
K
3
1
2
3
4
O
U
T
L
O
T
HOUTLOT QTRAIL EMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES54ROAD BGENERAL NOTES:TRAIL PROFILE
USTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6INROAD CWB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00HWL:714.18OUTLOT FOUTLOT DBLOCK 51234561716151412345ROAD C PROFILEUSTPT 6IN DRAIN TILE
USTPT 6IN DRAIN TILE
USTPT 6IN DRAIN TILE
WB-01B
HWL:710.12
HWL:710.12
OUTLOT D
OUTLOT D
BLOCK 58
9
17
16
15
14
13
12
11
10BLOCK 61
2
3
4
5
6
7
8
9
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES55ROAD CGENERAL NOTES:
ROAD D
1312
11
10
789
10
11
OUT
L
O
T
I
ROAD CROAD C PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES56ROAD CGENERAL NOTES:
ROAD DROAD D1234534567894OUTLOT IBLOCK 9ROAD CROAD D PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES57ROAD DGENERAL NOTES:
ROAD E PROFILEROAD E
RO
A
D
F
PO
N
D
1
NW
L
:
7
3
6
.
0
HW
L
:
7
3
9
.
7
4
SW
L
O
W
P
O
I
N
T
HW
L
:
9
3
1
.
7
0
ROAD D
ROAD EOUTLOT NOUTLOT OOUTLO
T
M
OUTLOT JOUTLOT K
BLO
C
K
9
1
2
3
4
5
6
7
8
9
10
11
12
13
1
2
3BLOCK 8
BLOCK 81 2 3 4 5 67
8
9
10
11
12
13
14
15
16
BLOCK 74321
BLOCK 9OUT
L
O
T
T
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES58ROAD EGENERAL NOTES:
ROAD F PROFILEROAD FHWL:739.74POND 2NWL:727.0HWL:732. 91ROAD FROAD EOUTLOT NOUTLOT O BLOCK 9BLOCK 9BLOCK 10BLOCK 10891011121314151617181912345678910111213141516OUTLOT TMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES59ROAD EGENERAL NOTES:
OCS 1404 TO EX MH PROFILEUSTPT 6IN DRAIN TILEGREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AWB-01AHWL:710.12POND 6NWL:711.00HWL:714.18OUTLOT COUTLOT EOUTLOT BBURLINGTON NORTHERN SANTA FE RAILROADWB-01CHWL:712
.20POND 5NWL:714
.00HWL:719
.00POND 7NWL:716
.50HWL:718
.93BLOCK 456711BLOCK 31234OUTLOT HOUTLOT QOCS 2201 TO FES 2200 PROFILEocs 2101 to fes 2100 PROFILEocs 2001 to fes 2000 PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES60OCS 1404 TO EX CBOCS 2101 TO FES 2100OCS 2201 TO FES 2200OCS 1601 TO FES 1600OCS 2001 TO FES 2000TRAIL E GENERAL NOTES:
CB 609 TO FES 600 PROFILEPOND 3NWL:718.5HWL:723.33OUTLOT Rocs 706 to fes 705 PROFILEtemp fes PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES61CBMH 609 TO FES 600OCS 706 TO FES 705TEMPORARY FES FOR TEMP BASIN GENERAL NOTES:
1902 to 1900b PROFILEPOND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91OUTLOT RBLOCK 9BLOCK 978171819OUTLOT ROUTLOT TMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET AND STORM SEWER PLAN AND PROFILES62OCS 1902 TO FES 900GENERAL NOTES:
103RD ST. S. PROFILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILE103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AWB-01AHWL:710.12POND 6NWL:711.00HWL:714.18OUTLOT COUTLOT EOUTLOT D1BLOCK 11234567OUTLOT AOUTLOT BMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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GREY CLOUD/103RD STREET AND STORM SEWER PLAN AND PROFILES63GREY CLOUD TRAIL S/ 103RD ST. SSTRIPING NOTES LEGEND:GENERAL NOTES:
GREY CLOUD TRAIL S. PROFILE103RD STREET
S
.
GREY C
L
O
U
D
T
R
A
I
L
S
.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.OUTLO
T
C OUTLOT AGREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.OUTLOT COUTLOT AOUTLOT BMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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GREY CLOUD TRAIL STREET AND STORM SEWER PLAN AND PROFILES64GREY CLOUD TRAIL S.GREY CLOUD TRAIL S. CUL-DE-SACSTRIPING NOTES LEGEND:GENERAL NOTES:
GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.1011BLOCK 31234ROAD BTRAIL E
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION GREY CLOUD TRAIL S, GREY CLOUD TRAIL S CUL-DE-SACSTREET INTERSECTION DETAILS65 ROAD B CUL-DE-SAC
OUTLOT C GREY CLOUD TRAIL S.GREY CLOUD TRAIL 103RD STREETROAD AOUTLOT EOUTLOT F1ROAD BROAD A78921ROAD HROAD A
USTPT 6IN12ROAD CROAD A
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION GREY CLOUD TRAIL S, 103RD STREET, AND ROAD ASTREET INTERSECTION DETAILS66 ROAD A AND ROAD CROAD A AND ROAD BROAD A AND ROAD H
1256ROAD EROAD D
OUTLOT NOUTLOT O
911516ROAD EROAD FROAD GROAD DROAD CROAD D
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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STREET INTERSECTION DETAILS67 ROAD D AND ROAD EROAD E AND ROAD FROAD D AND ROAD GROAD D AND ROAD C
NATURAL GASNSP GAS STUB NATURAL GAS103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROAD103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CROAD HWB-01DHWL:714.68WB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00POND 6NWL:711.00HWL:714.18POND 7NWL:716.50HWL:718.93OUTLOT C
OUTLOT GOUTLOT EOUTLOT FOUTLOT DOUTLOT DBLOCK 5
1234567891716151413121110BLOCK 6 1234567891011BLOCK 4213456781234567891011BLOCK 112345678BLOCK 2BLOCK 31234OUTLOT AOUTLOT BOUTLOT HOUTLOT QROAD A9GREY CLOUD TRAILS S.R1-1(30 x 30)R1-1(30 x 30)103RD ST SGREY CLOUD TRAIL SROAD CROAD AROAD HROAD AGREY CLOUD TRAIL SGREY CLOUD TRAIL SLEDENHANCEDW3-1LED
ENHANCED
W3-1
(30 x 30)LEDENHANCEDR1-1(30 x 30)LED
ENHA
N
C
E
D
R1-1
(30 x
3
0
)INSTALLSALVAGEDW12-2(36 x 36)INSTALL FUTURE ROADEXTENSION SIGN PERDETAIL STR-31FURNISH AND INSTALLTEMPORARYBARRICADES (5 EA)PER DETAIL STR-32STR-40(4 x 4)OPEN SPACEMONUMENT (TYP)LED
ENHANCED
W12-2
(36 x 36)W3-1(30 x 30)EXISTING
W3-1
(30 x 30)LEDENHANCEDW12-2(36 x 36)INSTALLSALVAGEDMTR SIGNSTR-40(4 X 4)OPEN SPACEMONUMENT (TYP)MTR SIGNR2-1-30(24 x 30)WETLAND BUFFERMONUMENT (TYP)MTR SIGN W/RIGHT ARROWMTR SIGN W/LEFT ARROWR3-8LTR(36 X 30)R3-8LTR(36 X 30)W1-4L(30 x 30)W13-1-30(18 x 18)X4-5(6 x 12)X4-5(6 x 12)X4-5(6 x 12)X4-5
(6 x 1
2
)X4-5(6 x 12)X4-5
(6 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8
-
3
A
(12
x
1
2
)
R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A
(12 x
1
2
)
R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)R8-3A(12 x 12)ROAD AROAD BROAD A103RD ST SINSTALL FUTURE ROADEXTENSION SIGN PERDETAIL STR-31FURNISH AND INSTALLTEMPORARYBARRICADES (5 EA)PER DETAIL STR-32SIGN SCHEDULE MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
TRAFFIC SIGNING PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70068FOR
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ION LEGEND:
GREY CLOUD TRAIL S.ROAD EROAD DROAD FPOND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91SW LOW POINTHWL:931.70ROAD FROAD D
ROA
D
E
OUTLOT P"PARK"OUTLOT NOUTLOT O OUTLOT MOUTLOT LOUTLOT JOUTLOT K
BLOCK 9BLOCK 9BLOCK 10BLOCK 10123456789101112131415161718191234567891011BLOCK 8BLOCK 8 12345678910111213141516BLOCK 7432111OUTLOT IOUTLOT RBLOCK 9ROAD COUTLOT TGREY CLOUD TRAILS S.ROAD DROAD CROAD DROAD ER1-1(30 x 30)GREY CLOUD TRAIL SROAD EROAD FROAD ESTR-40(4 x 4)OPEN SPACEMONUMENT (TYP)STR-40(4 x 4)OPEN SPACEMONUMENT (TYP)INSTALL FUTURE ROADEXTENSION SIGN PERDETAIL STR-31FURNISH AND INSTALLTEMPORARYBARRICADES (5 EA)PER DETAIL STR-32INSTALL FUTURE ROADEXTENSION SIGN PERDETAIL STR-31FURNISH AND INSTALLTEMPORARYBARRICADES (5 EA)PER DETAIL STR-32INSTALL FUTURE ROADEXTENSION SIGN PERDETAIL STR-31FURNISH AND INSTALLTEMPORARYBARRICADES (5 EA)PER DETAIL STR-32R2-1-30(24 x 30)MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
TRAFFIC SIGNING PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70069FOR
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ION LEGEND:
VIEW AVIEW BVIEW CVIEW DVIEW EVIEW FVIEW GVIEW H NATURAL GASNSP GAS STUB NATURAL GAS103RD STREET S.103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVECITY PARK PRESERVE103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CROAD EROAD DROAD FROAD HROAD FROAD DROAD E ROAD AROAD CGREY CLOUD TRAILS S.
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LIGHTING PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION NOTES:1.UNLESS OTHERWISE NOTED, ALL NEW CONDUIT SHALL BE 1.5" NMC SCHEDULE 40.2.UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER 240VAC CIRCUITS. 2-1/C #6AND 1-1/C#6 CONDUCTOR.3.THIS PLAN SPECIFIES CONDUIT SIZE, TYPE AND GENERAL LOCATION. THE EXACT LOCATION WILLBE DETERMINED IN THE FIELD.4.LIGHTING UNITS ARE TYPICALLY SET BACK 36" BEHIND THE BACK-OF-CURB TO CENTER OFFOUNDATION.5.ADDITIONAL LOCATIONS OF CONDUIT AND WIRING NOT IDENTIFIED MAY BE REQUIRED ASDIRECTED BY THE ENGINEER. ADDITIONAL CONDUIT AND WIRING ADDED TO THE CONTRACT WILLBE PAID FOR AT THE CONTRACT UNIT PRICE REGARDLESS OF QUANTITY ADDED AND METHOD OFPLACEMENT REQUIRED.6.ALL CONDUIT SHALL BE TRENCHED UNLESS OTHERWISE NOTED.7.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONNECTION OF THE POWER FORTHE LIGHTING SYSTEM WITH THE UTILITY COMPANY8.CIRCUIT DIAGRAM TO BE PROVIDED BY DEVELOPER AND APPROVED BY THE CITY OF COTTAGEGROVE.9.HAND HOLES TO BE INSTALLED PER STANDARD DETAIL LGT-1.LEGEND: 70
NATURAL GAS103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROAD103RD ST
.
S
.
GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LIGHTING PLAN - VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION LEGEND: 71
GR
E
Y
C
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.ROAD CROAD EROAD DROAD HROAD AROAD CGREY CLOUD TRAILS S.
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LIGHTING PLAN - VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION LEGEND: 72
BURLINGTON NORTHERN SANTA FE RAILROADROAD CROAD DROAD HROAD AROAD CMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LIGHTING PLAN - VIEW C 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION LEGEND: 73
GREY CLOUD TRAIL S.ROAD EROAD FROAD D
ROA
D
E
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LIGHTING PLAN - VIEW D 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION LEGEND: 74
ROAD DROAD FROAD FROAD DROAD E
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LIGHTING PLAN - VIEW E 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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IONLEGEND: 75
GREY CLOUD SLOUGH19-5 PCITY PARK PRESERVEROAD FROAD FMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LIGHTING PLAN - VIEW F 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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IONLEGEND: 76
NATURAL GASNSP GAS STUB NATURAL GASUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEPLASTIC PIPE IN WATERUSTPT 6INIE=729.82IE=725.89103RD STREET S.103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADBURLINGTON NORTHERN SANTA FE RAILROADGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVECITY PARK PRESERVE103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CROAD EROAD DROAD FROAD HWB-01DHWL:714.68WB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00HWL:719.00POND 6NWL:711.00HWL:714.18POND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33SW LOW POINTHWL:931.70ROAD FROAD DROAD E
ROAD AROAD CVIEW AVIEW BVIEW CVIEW DVIEW EVIEW FVIEW GVIEW H11 - NE9 - RO7 - APMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE PLAN - OVERALL VIEW 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION77
NATURAL GASUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6INIE=729.82IE=725.89103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROAD103RD ST
.
S
.
GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD BROAD CWB-01CHWL:712.20WB-01BHWL:710.12WB-01AHWL:710.12POND 5NWL:714.00POND 6NWL:711.00HWL:714.18POND 7NWL:716.50HWL:718.93SANDY GENERAL ROADSIDE MIX,SEE LEGENDSIDE SLOPE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,SEE LEGENDSANDY GENERAL ROADSIDE MIX,SEE LEGENDSIDE SLOPE SEED MIX,SEE LEGENDMONUMENT SIGN LOCATION,SEE MAIN ENTRANCE 1 ENLARGEMENT2 - HB2 - SO2 - KC2 - HB3 - RB23 - RB29 - KC2 - BS4 - BS2 - SP10 - PO1 - HB1 - RM1 - RB1 - NE1 - HB1 - RM1 - RB1 - NE1 - HB1 - RM1 - RB1 - NE1 - HB1 - RM1 - RB7 - HB4 - AP4 - BF3 - AP3 - BF5 - BF5 - BS5 - SP5 - BF5 - BS6 - SP4 - BF4 - BS5 - AE3 - BF1 - SM3 - AP2 - RB3 - BF1 - SO5 - AP1 - SO1 - BF11 - NE9 - RO7 - APMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE PLAN VIEW A 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION78
USTPT 6IN DRAIN TILEUSTPT 6IN DRAIN TILEUSTPT 6INGR
E
Y
C
L
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A
I
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S
.ROAD CROAD EROAD DROAD HWB-01CHWL:712.20POND 5NWL:714.00HWL:719.00ROAD AROAD CSIDE SLOPE SEED MIX,SEE LEGENDMONUMENT SIGN LOCATION,SEE MAIN ENTRANCE 2 ENLARGEMENT3 - BF3 - AC6 - AP3 - AC1 - HB2 - HB2 - SO2 - KC2 - HB3 - RB23 - RB21 - NE9 - KC2 - BS4 - BS2 - SP4 - BF2 - BF4 - BS2 - BS2 - BF2 - SP2 - BF10 - PO1 - NE1 - RBSEE MASS GRADING PLANSSEE MASS GRADING PLANSFOR TEMPORARY SEEDING11 - NEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE PLAN VIEW B 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION79
USTPT 6INBURLINGTON NORTHERN SANTA FE RAILROADROAD CROAD DROAD HWB-01DHWL:714.68WB-01CHWL:712.20POND 5NWL:714.00HWL:719.00POND 7NWL:716.50HWL:718.93POND 3NWL:718.5HWL:723.33ROAD AROAD CSIDE SLOPE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,SEE LEGENDSIDE SLOPE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,SEE LEGENDLOW MAINTENANCE TURF,SEE LEGEND9 - KC2 - BS4 - BS2 - SP4 - BF2 - BF4 - BS2 - BS2 - BF2 - SP2 - BF7 - HL10 - PO1 - RB1 - HB1 - RM1 - NE1 - RB1 - HB1 - RM1 - NE1 - RB1 - HB1 - RM1 - RB1 - NESEE MASS GRADING PLANSFOR TEMPORARY SEEDING11 - NEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE PLAN VIEW C 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION80
GREY CLOUD TRAIL S.ROAD EROAD FPOND 1NWL:736.0HWL:739.74SW LOW POINTHWL:931.70ROAD D
ROA
D
E
SIDE SLOPE SEED MIX,SEE LEGENDMONUMENT SIGN LOCATION,SEE MAIN ENTRANCE 2 ENLARGEMENTMONUMENT SIGN LOCATION,SEE DEVELOPMENT SUB-ENTRANCE &PARK ENLARGMENT3 - AC6 - AP3 - AC1 - RO4 - NE4 - RO6 - AE9 - SO4 - SP4 - BF2 - NE2 - RB2 - RM2 - HB1 - RB4 - SP2 - RB3 - RM3 - NE1 - SS1 - PF1 - JL1 - PP1 - SS1 - RO4 - BF1 - BS2 - AP3 - BF3 - AP3 - AP3 - QA3 - BFSEE MASS GRADING PLANSFOR TEMPORARY SEEDINGSEE MASS GRADING PLANSFOR TEMPORARY SEEDING4 - RO1 - HLMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE PLAN VIEW D 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION81
ROAD DROAD FPOND 1NWL:736.0HWL:739.74POND 2NWL:727.0HWL:732. 91POND 3NWL:718.5HWL:723.33ROAD FROAD DROAD E
SIDE SLOPE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,SEE LEGENDSIDE SLOPE SEED MIX,SEE LEGENDSIDE SLOPE SEED MIX,SEE LEGENDSIDE SLOPE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,SEE LEGEND4 - RO6 - AE9 - SO12 - HB1 - AE4 - SP4 - BF2 - NE2 - RB2 - RM2 - HB1 - RB4 - SP2 - RB3 - RM3 - NE3 - HB3 - RB3 - RM3 - NE3 - HB3 - RB2 - RM1 - SS1 - PF1 - JL1 - PP1 - SS1 - PF1 - JL1 - PP1 - SS1 - PF1 - PP1 - RO2 - AP3 - BF3 - AP3 - AP3 - QASEE MASS GRADING PLANSFOR TEMPORARY SEEDINGSEE MASS GRADING PLANSFOR TEMPORARY SEEDINGMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE PLAN VIEW E 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION82
BURLINGTON NORTHERN SANTA FE RAILROADPOND 2NWL:727.0HWL:732. 91POND 3NWL:718.5HWL:723.33SIDE SLOPE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,SEE LEGENDSIDE SLOPE SEED MIX,SEE LEGENDMESIC PRAIRIE SEED MIX,MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE PLAN VIEW F 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION83
PLASTIC PIPE IN WATERGREY CLOUD SLOUGH19-5 PCITY PARK PRESERVEROAD FROAD FMONUMENT SIGN LOCATION,SEE DEVELOPMENT SUB-ENTRANCE &PARK ENLARGMENT9 - SO12 - HB1 - AE1 - SS1 - PF1 - JL1 - PP1 - SS1 - PF1 - JL1 - PP1 - SS1 - PF1 - PP1 - RO1 - HB1 - PO1 - SM1 - HB1 - RO1 - PO1 - SM3 - AP3 - QAMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE PLAN VIEW G 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION84
CITY PARK PRESERVEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE PLAN VIEW H 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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ION85
ROAD APO
N
D
6NWL:711.00HW
L
:
7
1
4
.
1
8 +2'+1'+0'+2.5 ' HP+2'+1'+0'+2.5 ' HP7
1
8
7
1
9
7
2
0
7
2
1 SHRUB AND PERENNIAL BED±2.5' LANDSCAPE BERMMONUMENT SIGNPERENNIAL AND SHRUB BEDSIDEWALKRIGHT-OF-WAYLARGE LIMESTONEBLOCKS ±1' HTRIGHT-OF-WAYFORCEMAINSTORMWATER PIPELOT LINE±2.5' LANDSCAPE BERMLARGE LIMESTONE BLOCKSRETAINING ±2' HTRIGHT-OF-WAYDEVELOPER TO PURSUE LICENSE AGREEMENT FORLANDSCAPING WITHIN THE RIGHT-OF-WAYDEVELOPER UNDERSTANDS RISK OF TREEREMOVAL IF TURN LANE IS ADDED IN FUTUREPOLY EDGER,TYP.POLY EDGER,TYP.7 - AP
MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
MONUMENT SIGN ENLARGEMENT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
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IONMAIN ENTRANCE 1 - ENLARGEMENT1"=10'86
ROAD E734735736737738
73
4
73
5
7
3
6
7
3
7RIGHT-OF-WAYSIDEWALKAREA TO BE SELECTIVELY CLEAREDBASED ON FIELD ASSESSMENTMAIN ENTRANCE MONUMENT SIGNLARGE LIMESTONE BLOCKSRETAINING ±1' HT.SHRUB ANDPERENNIAL BEDDEVELOPER TO PURSUE LICENSE AGREEMENT FORLANDSCAPING WITHIN THE RIGHT-OF-WAYRIGHT-OF-WAYRIGHT-OF-WAYSHRUB ANDPERENNIAL BEDDEVELOPER TO PURSUE LICENSE AGREEMENT FORLANDSCAPING WITHIN THE RIGHT-OF-WAYLARGE LIMESTONE BLOCKS (±1' HT.)POLY EDGER,TYP.POLY EDGER,TYP.HYDRANTROAD F748749750
749
748
LARGE LIMESTONE BLOCKSRETAINING ±1' BERMSHRUB AND PERENNIAL BEDSHARED MONUMENT SIGN(PARK AND NEIGHBORHOOD)SHRUB AND PERENNIAL BEDLARGE LIMESTONE BLOCKSRETAINING ±2' BERMRIGHT-OF-WAYRIGHT-OF-WAYSIDEWALKRIGHT-OF-WAYPOLY EDGER,TYP.MISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
MONUMENT SIGN ENLARGEMENT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
REV
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ON
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IONMAIN ENTRANCE 2 - ENLARGEMENT1"=10'DEVELOPMENT SUB-ENTRANCE & PARK - ENLARGEMENT1"=10'87
1 - AC3 - KFG1 - HS3 - TS1 - KG1 - CCLOT LINEBUILDING PADRIGHT OF WAYDRAINAGE AND UTILITY EASEMENTSTREET TREES,SEE OVERALL LANDSCAPE PLANREAR YARD TREES,SEE OVERALL LANDSCAPE PLANPOLY EDGER, TYP.ROCK MULCH OVER FILTER FABRICBETWEEN HOMES, TYP.1 - DK1 - GACODEQTYCOMMON NAMEBOTANICAL NAMESIZECONTAINERORNAMENTAL TREESAC1Adirondack CrabappleMalus x 'Adirondack'1.5" Cal.B&BCC1Coralburst® CrabappleMalus x 'Coralcole'1.5" Cal.B&BSHRUBSDK1Dwarf Korean LilacSyringa meyeri 'Palibin'#5PotGA1Little Giant ArborvitaeThuja occidentalis 'Little Giant'#5PotHS1Strawberry Sundae® Panicle HydrangeaHydrangea paniculata 'Rensun'#5PotKG1King's Gold ChamaecyparisChamaecyparis pisifera 'King's Gold'#5PotTS3White Frost™ Birchleaf SpireaSpiraea betulifolia 'Tor'#5PotGRASSESKFG3Karl Foerster Feather Reed GrassCalamagrostis x acutiflora 'Karl Foerster'#3PotPLANT SCHEDULE 40' TYPMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
LANDSCAPE DETAILS 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR
REV
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ION40' LOT - TYPICAL FOUNDATION PLANTING1"=10'SHRUB PLANTING DETAILNOT TO SCALE1MULCH AT SOD DETAILNOT TO SCALEMULCH AT SIDEWALK DETAILNOT TO SCALEPERENNIAL PLANTING DETAILNOT TO SCALE24388
BITUMINOUS DRIVEWAY
NOT TO SCALE
1
LS1
NOTES:
1. SLOPE AND WIDTH AS SHOWN
ON PLANS OR AS DIRECTED.
2. TACK ALL CONCRETE EDGES PRIOR
TO BITUMINOUS CONSTRUCTION.
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE
MIXTURE (SPWEA230C)
BITUMINOUS TACK COAT
1.5" TYPE SP 9.5 BITUMINOUS WEARING COURSE
MIXTURE (SPWEA230C)
8" AGGREGATE BASE, CLASS 5 (VIRGIN)
6" SUBGRADE PREPARATION 12"12"12"
MIN.MIN.
EQUIPMENT
EXTENTS
EQUIPMENT
EXTENTS
2"3"CONCRETE GENERATOR PAD
NOT TO SCALE
3
LS1
CONCRETE BASE SLAB
FOR EQUIPMENT 4000 P.S.I.
(AIR ENTRAINED)
#5 AT 12" O.C. EACH
WAY TOP AND BOTTOM
(34" LAP LENGTH)
CONCRETE WALK
NOT TO SCALE
2
LS1
NOTE: SLOPE AND WIDTH AS SHOWN ON PLANS OR AS DIRECTED.
PLACE PREFORMED EXPANSION JOINT MATERIAL ALONG
ALL BUILDINGS AND CONCRETE STRUCTURES
6" CONCRETE PAVEMENT (3F52A)
4" AGGREGATE BASE, CLASS 5 (VIRGIN)
SUBGRADE PREPARATION 12"AGGREGATE BASE, CLASS 5 (VIRGIN)
2/23/2024DATE LIC. NO.
SIGNATURE:PRINTED NAME:
TYPED OR Seth A. Peterson
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
26468
LS1STANDARD DETAILS
SHEET
Bolton & Menk, Inc. 2024, All Rights ReservedcH:\COTT\0N1132213\CAD\ENV\132213_LS1 STDDTLS.dwg 2/26/2024 3:47:11 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
REVISION DATENO.
R
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
CITY OF COTTAGE GROVE, MINNESOTA
PROPOSED LIFT STATION
TS
CAL
SAP
0N1.132213
A REVIEW 2/13/2024
0 2/23/2024
18" PVC (C905 & SDR 26) SAN8" FMN
12" FMN
GEN.
ELECTRICAL BUILDING
FOUNDATION (SEE LS6)
8' HIGH VINYL FENCE+
(SEE APPENDIX B)R60'R/W10'ESMTTRANS.
LIGHT POLE AND BASE PER CITY STANDARD
PLATES LGT-3 AND LGT-12 WITH PHOTO CELL
(SEE ELECTRICAL SHEETS)
CONCRETE WALK
(SEE 2/LS1)
X
X
X X
X
X X
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
OUTLOT B
SEE PLAN SHEETS (BY OTHERS)
FOR CONTINUATION OF
PROPOSED FORCEMAINS
31'-0"
PROPOSED CONCRETE GENERATOR
PAD (19'-4"x7'-4") - SIZED FOR FUTURE
GENERATOR/LOAD REQUIREMENTS
(SEE 3/LS1)16'-0"PROPOSED
VALVE VAULT
10' WIDE ACCESS GATE
(DOUBLE)4' WIDE
ACCESS GATE
7'-0"38'-0"16'-0"15'-0"12'-0"40 LF 1
8
"
P
V
C
(
C
9
0
5
)
S
A
N
@
0
.
2
5
%
BITUMINOUS DRIVEWAY
(SEE DETAIL)
36'-12" RCP CL V @ 1.88%
(LENGTH INCLUDES FES)
>
>
>
>
>
>
>
>
>
>
>
>
>
>
12" FES
INV = 717.40
12" FES
INV = 716.80
18" PLUG
INV = 696.1
NOTE: SEE SHEET LS3
FOR SITE GRADING
CONCRETE WALK
(SEE 2/LS1)
PROPOSED
WET WELL
DAVIT CRANE
BASE AS SPECIFIED
STOOP
(SEE LS6)
CONCRETE WALK
(SEE 2/LS1) Bolton & Menk, Inc. 2024, All Rights ReservedcH:\COTT\0N1132213\CAD\ENV\132213_LS-SITE.dwg 2/26/2024 11:44 AMLS2LIFT STATION
SITE PLAN
SHEETDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
CITY OF COTTAGE GROVE, MINNESOTA
MISSISSIPPI LANDING
TS
CAL
SAP
0N1.132213
A REVIEW 2/13/2024
0 2/20/20241510505
Graphic Scale for 1"=5'
R
2/13/2024DATE LIC. NO.
SIGNATURE:PRINTED NAME:
TYPED OR Seth A. Peterson
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
26468
>
>
>
>
>
>
X
X
X X XXXXXXXXXXXXXXXX719.90>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-Dllllllllllllllllllllllll719.41
718.80
719.90720.10 719.80
720.35720.50
720.30
720.30719.90
719.41
719.60
CONCRETE PAD ELEVATION =720.4
720.34720.14
720.30Grey Cloud Trail SNOTE:
SEE DEVELOPER'S PLANS FOR
PROPOSED CONTOURS OUTSIDE
OF LIFT STATION SITE >>>>>>>>>>>>>
>
>
>
>
720
716
717
718
719
721
722
723
720
716
7
1
7
71
8
71
9 721722
7
1
5
7137147
1
6
717
715
714
716
717
718
718
718
719
72
2
2.00% SWALE
2.00%
S
W
A
L
E
7207
2
0720
7187177
1
9
7
1
9
7
2
1
7
2
2
721
722
716717718719720718
719
2.00% SWALE723
ELECTRICAL BUILDING
(TOP OF CONCRETE
PAD = 720.3)
SHEET
Bolton & Menk, Inc. 2024, All Rights ReservedcH:\COTT\0N1132213\CAD\C3D\132213C301.dwg 2/26/2024 3:47:35 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF COTTAGE GROVE, MINNESOTA
MISSISSIPPI LANDING
0N1.132213DATELIC. 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 2/26/2024
MRW
DJ
MRW
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
LS3LIFT STATION
SITE GRADING
FEETSCALE
0 10 20
HORZ.
R
8'-0"
1'-5"2'-1"
℄
WET
WELL
℄
VALVE
VAULT
℄
℄
WET
WELL
℄
VALVE
VAULT
℄℄PUMP℄FUTUREPUMP℄PUMP1'-3"1'-11
2"1'-91
2"
4'-3"
LIFT STATION - TOP SLAB PLAN
SCALE: 3/8"=1'-0"
LIFT STATION - PLAN
SCALE: 3/8"=1'-0"
R
R 3'-712"3'-6"18" PVC (C905) SAN18" PV
C
(
C
9
0
5
)
S
A
N
34.0°2'-914"2'-914"2"
1'-3"
10" MJ SLEEVE
8" MJ SLEEVE
12"x10" MJ REDUCER
12" FORCEMAIN
8" FORCEMAIN
8" GATE VALVE8" GATE VALVE
8" CHECK VALVE
10"x8" REDUCER
10" GATE VALVE
10" GATE VALVE
10" CHECK VALVE
10" BLIND FLANGE
10"-90° BEND
8"-90° BEND
SUBMERSIBLE
PUMP (TYP.)
30" TALL S.S. BAFFLE - ATTACH
TO WET WELL WALL WITH
11 2"Ø x 4" 'KWIK' BOLTS
48"x120" CLEAR OPENING ACCESS
TRIPLEX HATCH WITH SAFETY
GRATING CAST INTO TOP SLAB.
VERIFY SIZE AND LOCATION
WITH PUMP MANUFACTURER
36"x42" CLEAR OPENING ACCESS
TRIPLEX HATCH WITH SAFETY
GRATING CAST INTO TOP SLAB
36"x42" CLEAR OPENING ACCESS
TRIPLEX HATCH WITH SAFETY
GRATING CAST INTO TOP SLAB
144"Ø PRECAST CONCRETE
MANHOLE SECTIONS WITH
R4 JOINTS
144"Ø PRECAST CONCRETE
MANHOLE SECTIONS WITH
R4 JOINTS
COAT WET WELL AND
ALL LIFT STATION
PIPING AS SPECIFIED
6" S.S. PIPE VENT WITH
SEEPAGE COLLAR AND
#24 S.S. BIRD SCREEN
THIRD PUMP, BASE ELBOW, RISER
PIPE AND 10"-90° BEND TO BE
INSTALLED IN THE FUTURE
(NOT PART OF THIS PROJECT)
144"Ø PRECAST CONCRETE
MANHOLE SECTIONS WITH
R4 JOINTS
144"Ø PRECAST CONCRETE
MANHOLE SECTIONS WITH
R4 JOINTS
8" GATE VALVE
10" CHECK
VALVE
10" GATE VALVE
LOCKABLE VALVE BOX
CASTING CAST INTO
TOP SLAB
10"x8" RED.
90° BEND
8" BAUER FITTING WITH
QUICK-CONNECT PLUG
AND DUST CAP
℄ ACCESS HATCH - VERIFY
WITH PUMP MANUFACTURER
CLEAR OPENING
ACCESS HATCH ABOVE
6" S.S. PIPE VENT WITH
SEEPAGE COLLAR AND
#24 S.S. BIRD SCREEN
30" TALL S.S. BAFFLE - ATTACH
TO WET WELL WALL WITH
11 2"Ø x 4" 'KWIK' BOLTS
45°
4" CONCRETE WALK
(SEE DETAIL)
1'-0"1'-0"1'-0"1'-0"18.8°DAVIT CRANE BASE
AS SPECIFIED (TYP.) Bolton & Menk, Inc. 2024, All Rights ReservedcH:\COTT\0N1132213\CAD\ENV\132213_LS.dwg 2/23/2024 3:11 PMLS4LIFT STATION
PLANS
SHEETDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
CITY OF COTTAGE GROVE, MINNESOTA
PROPOSED LIFT STATION
TS
CAL
SAP
0N1.132213
A REVIEW 2/13/2024
0 2/23/20248643210
Graphic Scale for 3/8"=1'-0"
2/13/2024DATE LIC. NO.
SIGNATURE:PRINTED NAME:
TYPED OR Seth A. Peterson
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
26468
LEAVE A 5' LOOP IN
CABLE FOR
MAINTENANCE
PURPOSES
8'-0"
4"
4"2'-6"2'-6"3'-0"48"x120" CLEAR OPENING ACCESS
TRIPLEX HATCH WITH SAFETY
GRATING CAST INTO TOP SLAB.
VERIFY SIZE AND LOCATION
WITH PUMP MANUFACTURER
INSTALL FLANGE 6"-12" ABOVE
TOP SLAB FOR POTENTIAL FUTURE
ODOR CONTROL CONNECTION
6" S.S. PIPE VENT WITH
SEEPAGE COLLAR AND
#24 S.S. BIRD SCREEN
EXPANSION JOINT (TYP.)
ELEV.=720.4
VALVE VAULT
℄ ELEV.=711.4
ELEV.=709.4
10"x8" RED.
90° BEND
8" BAUER FITTING WITH
QUICK-CONNECT PLUG
AND DUST CAP (ROTATED
FOR CLARITY)
6" S.S. PIPE VENT WITH
SEEPAGE COLLAR AND
#24 S.S. BIRD SCREEN
(ROTATED FOR CLARITY)36"x42" CLEAR OPENING ACCESS
TRIPLEX HATCH WITH SAFETY
GRATING CAST INTO TOP SLAB
(TYP. - 2 EACH)
WET WELL
10"x4" ECC. REDUCER
10"/8" DIP FORCEMAIN
4" DUCKBILL
CHECK VALVE
4" PVC (SDR-26)
DRAIN
10"/8" MJ SLEEVE
LEAD PUMP ON ELEV.=694.50
LWL ALARM ELEV.=690.00
ALL PUMPS OFF ELEV.=690.50
LAG PUMP ON ELEV.=695.00
HWL ALARM ELEV.=695.50
ELEV.=688.50
CHECK VALVE (SEE PLAN)
GATE VALVE (SEE PLAN)GATE VALVE (SEE PLAN)
12" CONCRETE BASE SLAB
12" COMPACTED
GRANULAR FILL
GROUT FILLET AT
BASE OF STRUCTURE
12"x10" REDUCER (SEE PLAN)
VALVE EXTENSION
STEM WITH NUT 144"Ø PRECAST CONCRETE
MANHOLE SECTIONS WITH
R4 JOINTS144"Ø PRECAST CONCRETE
MANHOLE SECTIONS WITH
R4 JOINTS
EXPANSION JOINT (TYP.)
1" BALL VALVE
ELEV.=720.4
144"Ø PRECAST CONCRETE
MANHOLE SECTIONS WITH
R4 JOINTS
12" CONCRETE BASE SLAB
12" COMPACTED GRANULAR
FILL (AS SPECIFIED)
COAT WET WELL AND
ALL LIFT STATION PIPING
AS SPECIFIED
SUBMERSIBLE
PRESSURE TRANSDUCER
PRESSURE TRANSDUCER
FLOAT SUPPORT
- PROVIDE 15lb COATED PEDESTAL
S.S. WEIGHT WITH 1 8"Ø MIN.
S.S. CABLE FOR MOUNTING
PRESSURE TRANSDUCER
18" SAN FROM SW
INV. ELEV.=696.00
- ROTATED FOR CLARITY
4" BASE ELBOW
SUBMERSIBLE PUMP
18" SAN (NE)
INV. ELEV.=696.50
PROVIDE STEM
SUPPORT
INV. ELEV.=709.7INV. ELEV.=709.4
30" TALL S.S. BAFFLE - ATTACH
TO WET WELL WALL WITH
11
2"Ø x 4" 'KWIK' BOLTS
30" TALL S.S. BAFFLE - ATTACH
TO WET WELL WALL WITH
11
2"Ø x 4" 'KWIK' BOLTS
6" CONC. WALK (SEE DETAIL) Bolton & Menk, Inc. 2024, All Rights ReservedcH:\COTT\0N1132213\CAD\ENV\132213_LS.dwg 2/23/2024 3:11 PMLS5LIFT STATION
SECTION
SHEETDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
CITY OF COTTAGE GROVE, MINNESOTA
PROPOSED LIFT STATION
TS
CAL
SAP
0N1.132213
A REVIEW 2/13/2024
0 2/23/20248643210
Graphic Scale for 3/8"=1'-0"
2/13/2024DATE LIC. NO.
SIGNATURE:PRINTED NAME:
TYPED OR Seth A. Peterson
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
26468
1.
2.
3.
4.
5.
6.
LAP SPLICES AND 90 DEGREE END HOOKS SHALL BE AS SHOWN BELOW UNLESS NOTED. WHEN BARS OF TWO
DIFFERENT SIZES ARE SPLICED, THE LONGER LAP LENGTH SHALL APPLY.
*TOP BAR LAP SPLICES ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 IN. OF
CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE
REINFORCING BARS SHALL HAVE THE FOLLOWING CONC. COVER UNLESS NOTED OTHERWISE.
FOOTINGS AND OTHER UNFORMED SURFACES 3"
CONCRETE EXPOSED TO EARTH, WEATHER OR FLUIDS
#6 BARS OR LARGER 2"
#5 BARS OR SMALLER 1-1/2"
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
BEAMS, COLUMNS, TIES, SPIRALS AND STIRRUPS 1-1/2"
SLABS, WALLS & JOISTS 3/4"
CONCRETE SHALL BE PLACED WITHOUT CONSTRUCTION JOINTS EXCEPT WHERE SPECIFICALLY SHOWN ON THE
DRAWINGS OR AS APPROVED BY THE ENGINEER.
CAST-IN-PLACE CONCRETE SHALL NOT BE PLACED IN STANDING WATER, ON FROZEN SOIL OR ON FROZEN
CONCRETE.
FOR LOCATIONS AND DIMENSIONS OF SLEEVES, CURB, OPENINGS AND DEPRESSIONS NOT SHOWN ON THE
STRUCTURAL DRAWINGS, SEE ARCHITECTURAL, CIVIL/MECHANICAL, YARDWORK, PLUMBING, HVAC AND
ELECTRICAL DRAWINGS. CONTRACTOR SHALL VERIFY AND COORDINATE REQUIREMENTS FOR AND LOCATION
OF ABOVE ITEMS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT.
BEVEL ALL EXPOSED CORNERS OF CONCRETE 3/4" x 3/4".
CONCRETE NOTES:
F'C=4000 PSI SLAB, WALL, COLUMN BEAM
BAR SIZE BAR LAP TOP BAR BAR LAP TOP BAR
#3 19 IN.24 IN. 28 IN. 36 IN. 6 IN.
#4 25 IN.32 IN. 37 IN. 48 IN. 8 IN.
#5 31 IN.40 IN. 46 IN. 60 IN. 10 IN.
#6 37 IN.48 IN. 56 IN. 72 IN. 12 IN.
90 DEGREE
HOOK
1.CODE: 2018 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY THE 2020 MINNESOTA STATE BUILDING
CODE (MSBC).
DESIGN CRITERIA & LOADING
1.
2.
3.
TEMPORARY GROUND CONTROL IS BY CONTRACTOR DESIGN.
CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY SHEETING AND BRACING NECESSARY TO
PROTECT PERSONNEL AND ADJACENT PROPERTY FROM INJURY OR DAMAGE DURING CONSTRUCTION
OPERATION.
EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO UNDERGROUND STRUCTURES, UTILITIES, OR
UTILITY POLES WILL REQUIRE PROTECTION AND SUPPORT TO PREVENT DAMAGE OR INTERRUPTION TO
SERVICE. THE COST TO PROVIDE THIS PROTECTION SHALL BE INCLUDED IN THE CONTRACTOR'S TOTAL BASE
BID PRICE.
EXCAVATION NOTES:
1.
2.
3.
4.
5.
THE GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE FOUNDATION BEARING SURFACES PRIOR TO
THE PLACEMENT OF FOOTINGS OR FOUNDATION.
PROVIDE A MINIMUM OF 3'-6" OF SOIL COVER AT ALL HEATED STRUCTURE EXTERIOR WALL FOOTINGS.
PROVIDE A MINIMUM OF 5'-0" OF SOIL COVER AT ALL UNHEATED STRUCTURE FOOTINGS.
PROTECT FOUNDATION SOILS FROM FREEZING DURING CONSTRUCTION.
PLACE FILL AND BACKFILL AND COMPACT TO FOLLOWING MAXIMUM STANDARD PROCTOR DENSITIES
UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS:
LOCATION DENSITY
FILL BELOW FOOTINGS 100%
FILL BELOW SLABS ON GRADE 98%
PIPE AND STRUCTURE EXCAVATIONS 95%
GREEN SPACES 90%
ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF (ASSUMED)
FOUNDATION AND SOIL NOTES:
1.
2.
3.
4.
5.
6.
TYPICAL STRUCTURAL DETAILS AND NOTES SHALL APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS.
EXAMINE SITE AND DRAWINGS TO DETERMINE LOCATIONS AND DIMENSIONS OF UTILITIES, AND SITE
IMPROVEMENTS.
BEFORE CONSTRUCTION FABRICATION AND ERECTION OF ANY MATERIALS, CONTRACTOR SHALL FIELD VERIFY
ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE DRAWINGS AND REPORT
DISCREPANCIES TO THE ENGINEER AT ONCE FOR RESOLUTION.
ALL DIMENSIONS, LOCATIONS, ELEVATIONS AND CONDITIONS OF EXISTING STRUCTURES SHOWN ON THE
CONTRACT DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
THE STRUCTURAL DESIGN IS BASED ONLY ON THE STRUCTURE IN ITS COMPLETED STATE. CONTRACTORS AND
THEIR SUBCONTRACTORS SHALL TAKE WHATEVER PRECAUTIONS ARE NECESSARY TO WITHSTAND ALL
HORIZONTAL AND VERTICAL LOADING THAT MAY BE ENCOUNTERED DURING THE CONSTRUCTION PROCESS
PRIOR TO THE COMPLETION OF THE STRUCTURE.
WRITTEN DISTANCES & ELEVATIONS SHALL GOVERN OVER SCALED DISTANCES & ELEVATIONS.
GENERAL NOTES
REINFORCED CONCRETE:
CONCRETE:4000 PSI @ 28 DAYS
REINFORCEMENT BAR ADHESIVE
HILTI HIT RE 500V3 OR APPROVED EQUAL
REINFORCEMENT BARS:
DEFORMED BARS ASTM A615, GRADE 60
MATERIAL NOTES:
1
LS6
1
LS6
(TYP.)ANCHOR SYSTEM, TYP. (PROVIDED
BY BUILDING MANUFACTURER)
8" CONC WALL WITH #4 AT 16" O.C.
HORIZ & #4 AT 12" O.C. VERT. WITH
STANDARD HOOK INTO FOOTING
6" CONC. SLAB ON GRADE WITH
#4 AT 12" O.C. EACH WAY
(TOP OF SLAB ELEV = 720.30)
STRIP FOOTING 2'-0" X 1'-0" WITH
#5 BOTTOM BARS AT 12" O.C. AND
(2) #5 CONTINUOUS BOTTOM
(S
IM
.
)
NOTE:
CONTRACTOR SHALL VERIFY FOUNDATION
DIMENSIONS WITH THE PREFABRICATED
BUILDING MANUFACTURER.
VERIFY WITH BUILDING MANUFACTURER
VERIFY WITH BUILDING MANUFACTURERCONCRETE WALK
CONC WALK4'-0"2
LS6
EXP JOINT,
SEE 3/LS6
DOWEL JOINT,
SEE 3/LS6
DOWEL JOINT,
SEE 3/LS6
EXP JOINT,
SEE 3/LS6
TOP OF CONC FTG
8" CONC WALL, SEE
FOUNDATION PLAN
CONC FTG, SEE
FOUNDATION PLAN
CONC SLAB ON GRADE,
SEE FOUNDATION PLAN
VAPOR RETARDER BELOW SLAB
6" MIN. COMPACTED,
CRUSHED AGGREGATE BASE 24"24"
TOP OF CONC SLAB
SEE PLAN
#4 DOWEL AT 18" O.C.
THUS:8"BUILDING
(BY BUILDING SUPPLIER)
12" COMPACTED
GRANULAR FILL
6" CONC WALK,
SEE CIVIL
2" VOID FORM
#5 @ 12" W/ STD
HOOK @ T&B
#5 @ 12" W/
MATCHING CORNER
BAR
8"
2'-0"1'-0"(2) #5 W/ MATCHING
CORNER BAR
EXP JOINT, SEE 3/LS6
#4 DOWEL BAR W/ 6"
MIN ADHESIVE EMBED
@ 12" OC
4'-0"
TOP OF CONC SLAB
SEE PLAN
MATCH THICKNESS AND
REINF OF BLDG SLAB
SLOPE
Bolton & Menk, Inc. 2024, All Rights ReservedcH:\COTT\0N1132213\CAD\ENV\132213_LS5.dwg 2/26/2024 3:46 PMLS6ELECTRICAL BUILDING
FOUNDATION PLAN AND DETAILS
SHEETDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
CITY OF COTTAGE GROVE, MINNESOTA
PROPOSED LIFT STATION
TS
CAL
SAP
0N1.132213
A REVIEW 2/13/2024
0 2/23/2024
2/23/2024DATE LIC. NO.
SIGNATURE:PRINTED NAME:
TYPED OR Seth A. Peterson
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
26468
ELECTRICAL BUILDING PLAN - FOUNDATION
SCALE: 3/4"=1'-0"R
1
LS6
DETAIL - TYP FOUNDATION WALL
3/4" = 1'-0"
2
LS6
DETAIL - STOOP
3/4" = 1'-0"
3
LS6
DETAIL - TYP JOINT
3/4" = 1'-0"
CONTROL JOINT EXPANSION JOINT
1/4" TOOL OR
SAWCUT T/4TT1/2"POURABLE GRAY JOINT SEALANT,
1/2" DEEP (INCIDENTAL)
PREMOLDED JOINT
FILLER (INCIDENTAL)
NOTE:
EXPANSION JOINT
SHALL BE 30' OC
MAXIMUM AND AS
LOCATED ON PLANS
AND WHERE WALK
ABUTS ANY FIXED
OBJECT
DOWEL JOINT
SAWCUT CONTROL JOINT 12
HOURS AFTER CONCRETE PLACED
#5 X 18" LONG EPOXY
COATED SMOOTH
DOWEL CENTERED ON
JOINT
TT/2EXIST CONC
LS6
ELECTRICAL SYMBOLS AND ABBREVIATIONS
SHEET
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
CITY OF COTTAGE GROVE, MINNESOTA
PROPOSED LIFT STATION
CAB
CAB
ARM
0N1.132213
A REVIEW 2/13/2024
0 2/23/2024
DATELIC. 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.
AARON R. MUELLER
46184 02/23/2024
LUMINAIRE LEGEND
AE
12
FIXTURE ID
CIRCUIT NUMBERa
SWITCH CIRCUIT ID
RECESSED LUMINAIRE
'E' DESIGNATES EMERGENCY LIGHT
LIGHTING FIRE ALARM
COMMUNICATIONS
EMERGENCY EGRESS/LIFE SAFETY SYMBOL
POWER
NIGHT LIGHT SYMBOL
NIGHT LIGHT AND EMERGENCY EGRESS
PENDANT MOUNTED
CRITICAL POWER
RECESSED DOWNLIGHT (ROUND & SQUARE)
RECESSED WALL WASH DOWNLIGHT
SURFACE MOUNT LIGHT
SURFACE MOUNT LIGHT
WALL MOUNT LUMINAIRE
TRACK LIGHTING
EMERGENCY LIGHTING UNIT
EXIT SIGN
SHADED REGION INDICATES FACE
STEM INDICATES WALL MOUNT
EXIT SIGN, WITH EMERGENCY LIGHTING
POLE MOUNTED LUMINAIRE
LIGHT CONTROL DEVICE LABELS
SWITCH TYPE:
2=TWO POLE, SINGLE THROW
3=THREE WAY
4=FOUR WAY
D=DIMMER
P=WITH PILOT LIGHT
T=TIMER
SP=SPEED CONTROL
K=KEYED
M=MOTOR HORSE POWER RATED
MS=MANUAL MOTOR STARTER
H/L=HIGH/LOW CONTROL
SWITCH CIRCUIT IDENTIFIER
3
a
OS OCCUPANCY SENSOR, CEILING MOUNT
OS OCCUPANCY SENSOR, WALL MOUNT
PC DAYLIGHT SENSOR, CEILING MOUNT
PC DAYLIGHT SENSOR, WALL MOUNT
LIGHTING CONTROL STATION
EMERGENCY LIGHTING REMOTE HEAD
xx
DESCRIPTORS, REFER TO ABBREVIATIONS
SWITCH
RECEPTACLE LABELS
DESCRIPTORS, REFER TO ABBREVIATIONS:
G = GROUND FAULT CIRCUIT INTERRUPTER
GFCI = GROUND FAULT CIRCUIT INTERRUPTER
AC = MOUNT ABOVE COUNTER TOP
USB = DEVICE WITH USB CHARGING PORT(S)
OC = OCCUPANCY CONTROLLED
X" = MOUNTING HEIGHT AFF
36
48"
WP
G
CIRCUIT IDENTIFIER
DUPLEX RECEPTACLE
DOUBLE DUPLEX RECEPTACLE
ISOLATED GROUND
SWITCHED (SPLIT) RECEPTACLE
GENERATOR POWER CIRCUIT
CEILING MOUNT RECEPTACLE
FLOOR MOUNT
SPECIAL PURPOSE RECEPTACLE
SIMPLEX RECEPTACLE
MOTOR, SINGLE PHASE
MOTOR, THREE PHASE
DISCONNECT SWITCH
DISCONNECT SWITCH, FUSEDF
DISCONNECT SWITCH, ENCLOSED BREAKERB
COMBINATION MOTOR STARTER
HD ELECTRIC HAND DRYER
PP POWER POLE
RETRACTABLE CORD REEL
MOA MULTI-OUTLET ASSEMBLY
GROUNDING/ELECTRODE BOND POINT
RECEPTACLE PEDESTAL
HH IN-GRADE HANDHOLE
WALL-MOUNT GROUND BUS
RECESSED PANELBOARD
PANELBOARD
ALARM STROBE, WALL MOUNTF
F ALARM STROBE & HORN/SPEAKER,
WALL MOUNT
F ALARM STROBE, CEILING MOUNT
F ALARM STROBE & HORN/SPEAKER,
CEILING MOUNT
F ALARM HORN/SPEAKER, WALL MOUNT
F ALARM HORN/SPEAKER, CEILING MOUNT
F PULL STATION
S SMOKE DETECTOR
H HEAT DETECTOR
D DUCT SMOKE DETECTOR
M
FR
FS
TS
MAGNETIC DOOR HOLD
ALARM CONTROL RELAY
FLOW SWITCH
TAMPER SWITCH
FD ELECTRIC DAMPER
FA REMOTE ANNUNCIATOR
FACP CONTROL PANEL
TELEPHONE OUTLET
DATA OUTLET
DATA OUTLET, FLOOR MOUNT
NUMBER OF PORTS (TYPICAL)X
TV TELEVISION OUTLET
AV AUDIO/VIDEO OUTLET
M MICROPHONE OUTLET
S SPEAKER, WALL MOUNT
S SPEAKER, CEILING MOUNT
P PROJECTOR/SMART BOARD WALL MOUNT
P PROJECTOR, CEILING MOUNT
PROJECTOR CONTROL OUTLET
SMARTBOARD CONTROL OUTLET
P
SB
B
IC INTERCOM STATION
BELL/CHIME
CABLE TRAY
GENERAL
CONDUIT/WIRE RUN, EXPOSED
CONDUIT/WIRE RUN,
CONCEALED/UNDERGROUND
JUNCTION BOX, WALL MOUNT
JUNCTION BOX, CEILING MOUNT
JUNCTION BOX, FLOOR MOUNT
KEYED NOTE
J
J
J
XX
30 EQUIPMENT TAG
30 REVISION TAG
AHU-11-A CONDUIT/WIRE TAG
HEALTH CARE
PROCESS
SECURITY
CR
KP
DC
CARD READER
KEY PAD
DOOR CONTACT
MD MOTION DETECTOR
GB GLASS BREAK
MD
GB
RX
EM
REQUEST TO EXIT
ELECTRIFIED DOOR LOCK
C C CAMERA
N NURSE CALL LIGHT, WALL MOUNT
N NURSE CALL LIGHT, CEILING MOUNT
PULL CORD
STANDARD ROOM STATION
SRS
BED AUDIO STATION
BAS
N
MRQ
GRAPHIC TERMINAL
SCREEN SIZEX
MARQUEE
NL NURSE LOCATOR
CONDUIT STUB W/BUSHING
L LEVEL TRANSDUCER
FLOW METER
TEMPERATURE TRANSDUCER
SUSPENDED SOLIDS SENSOR
DISSOLVED OXYGEN SENSOR
GAS DETECTION SENSOR
SLUDGE BLANKET SENSOR
PH SENSOR
SOLENOID
MOTORIZED VALVE
F
T
SS
DO
G
SB
PH
S
MV
LIMIT SWITCH
PRESSURE SWITCH
THERMOSTAT
FLOOD SWITCH
FLOAT SWITCH
MOTORIZED DAMPER
SPEED SWITCH
PROXIMITY SENSOR
FLOW SWITCH
TORQUE SWITCH
HUMIDISTAT
LS
P
T
F
L
MD
SP
PS
FS
TQ
H
E EMERGENCY STOP PUSHBUTTON
CONTROL STATION
CORD & PLUG
ONE-LINE DIAGRAM
INCOMING LINE
XX
125 MOTOR
CIRCUIT BREAKER
FUSE
SWITCH
DISCONNECT SWITCH
STARTER / CONTACTOR
CAPACITOR
MOTOR STARTER OVERLOADS
TYPE DESIGNATION
HORSE POWER RATING
M
VFD
SSRV
SPD
ATS
LA
3KW
TRANSFORMER
CURRENT TRANSFORMER
METER
GENERATOR
VFD MOTOR CONTROLLER
SSRV MOTOR CONTROLLER
SURGE PROTECTION DEVICE
AUTOMATIC TRANSFER SWITCH
LIGHTNING ARRESTOR
HEATER
R1 RELAY COIL (NUMBER DENOTED)
SCHEMATIC SYMBOLS
NORMALLY OPEN CONTACT
NORMALLY CLOSED CONTACT
TWO POSITION SELECTOR SWITCH
(RUN-OFF DENOTED)
R PUSH TO TEST PILOT LIGHT
(COLOR DENOTED)
R PILOT LIGHT
(COLOR DENOTED)
PUSH BUTTON - NORMALLY CLOSED
PUSH BUTTON - NORMALLY OPEN
TR TIMING RELAY
CLOSED SWITCH - TIME DELAY OPEN
OPEN SWITCH - TIME DELAY CLOSED
CLOSED SWITCH, TIME DELAY CLOSED
OPEN SWITCH, TIME DELAY OPEN
TEMPERATURE SWITCH - CLOSE ON
RISING TEMPERATURE
TEMPERATURE SWITCH - OPEN ON
RISING TEMPERATURE
SOLENOID
CONTROL POWER TRANSFORMER
GROUND
HEATER
H AO THREE POSITION SELECTOR SWITCH
(HAND-OFF-AUTO DENOTED
R O
TERMINAL BLOCK
CONNECTION NODE
PANELBOARD NAMING LEGEND:
DP = DISTRIBUTION PANEL
LP = LIGHTING PANELBOARD
DP-X-Y : X= FLOOR LEVEL PANEL IS LOCATED
Y= # OF PANEL ON THE FLOOR LEVEL
EDH ELECTRIFIED DOOR HARDWARE
NAC NOTIFICATION APPLIANCE CONTROL PANEL
B BELL/CHIME
1P 1 POLE
2P 2 POLE
3P 3 POLE
4P 4 POLE
A AMPERE OR AMP
A/C AIR CONDITIONER
AC ABOVE COUNTER
ACLG ABOVE CEILING
ADO AUTOMATIC DOOR OPENER
AIC AMPERE INTERRUPTING
CAPACITY
AF ARC FAULT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFCI ARC FAULT CIRCUIT
INTERRUPTER
AHU AIR HANDLING UNIT
AL ALUMINUM
ALT ALTERNATE
AMP AMPERE
AMPL AMPLIFIER
ANNUN ANNUNCIATOR
APPROX APPROXIMATELY
AQSTAT AQUASTAT
ARCH ARCHITECT, ARCHITECTURAL
AS AMP SWITCH
AT AMP TRIP
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AUX AUXILIARY
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
BAT BATTERY
BD BOARD
BLDG BUILDING
BMS BUILDING MANAGEMENT
SYSTEM
C CONDUIT
CAB CABINET
CAT CATALOG
CATV CABLE TELEVISION
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CKT CIRCUIT
CLG CEILING
COMB COMBINATION
CMPR COMPRESSOR
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUATION OR
CONTINUOUS
CONTR CONTRACTOR
CONV CONVECTOR
CP CIRCULATING PUMP
CT CURRENT TRANSFORMER
CTR CENTER
CU COPPER
D DAMPER
DC DIRECT CURRENT
DCP DOMESTIC WATER
CIRCULATING PUMP
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DISC DISCONNECT
DIST DISTRIBUTION
DIV DIVISION
DN DOWN
DPR DAMPER
DS DISCONNECT/SAFETY SWITCH
DT DOUBLE THROW
DWG DRAWING
EC ELECTRICAL CONTRACTOR
EF EXHAUST FAN
ELEC ELECTRIC, ELECTRICAL
ELEV ELEVATOR
EM EMERGENCY
EMS ENERGY MANAGEMENT SYSTEM
EMT ELECTRICAL METALLIC TUBING
EP ELECTRIC PNEUMATIC
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXH EXHAUST
EXP EXPLOSION PROOF
F FUSED OR FUSE
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FBO FURNISHED BY OTHERS
FCU FAN COIL UNIT
FIXT FIXTURE
FLA FULL LOAD AMPS
FLR FLOOR
FLUOR FLUORESCENT
FU FUSE
FVR FULL VOLTAGE REVERSING
FVNR FULL VOLTAGE NON-REVERSING
G GROUND FAULT CIRCUIT
INTERRUPTER
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERATOR
GFI GROUND FAULT CIRCUIT
INTERRUPTER
GFCI GROUND FAULT CIRCUIT
INTERRUPTER
GFP GROUND FAULT PROTECTOR
GND GROUND
GRS GALVANIZED RIGID STEEL
(CONDUIT)
GYPBD GYPSUM BOARD
HOA HAND-OFF-AUTOMATIC
HORIZ HORIZONTAL
HP HORSEPOWER
HPF HIGH POWER FACTOR
HSP HIGH SERVICE PUMP
HT HEIGHT
HTG HEATING
HTR HEATER
HV HIGH VOLTAGE
HVAC HEATING, VENTILATING AND
AIR CONDITIONING
HWP HYDRONIC WATER PUMP
HZ HERTZ
IC INTERRUPTING CURRENT
IG ISOLATED GROUND
IMC INTERMEDIATE METAL
CONDUIT
INCAND INCANDESCENT
IR INFRARED
I/W INTERLOCK WITH
J JUNCTION BOX
J-BOX JUNCTION BOX
JB JUNCTION BOX
KAIC KILOAMPS INTERUPPTING
CAPACAITY
KV KILOVOLT
KVA KILOVOLT-AMPERE
KVAR KILOVOLT-AMPERE REACTIVE
KW KILOWATT
KWH KILOWATT HOUR
LCP LIGHTING CONTROL PANEL
LCS LOCAL CONTROL STATION
LOC LOCATE OR LOCATION
LT LIGHT
LTG LIGHTING
LTNG LIGHTNING
LV LOW VOLTAGE
MAX MAXIMUM
M/C MOMENTARY CONTACT
MC MECHANICAL CONTRACTOR
MCA MAX CIRCUIT AMPACITY
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDC MAIN DISTRIBUTION CENTER
MDP MAIN DISTRIBUTION PANEL
MFR MANUFACTURER
MH MANHOLE
MIC MICROPHONE
MIN MINIMUM
MISC MISCELLANEOUS
MLO MAIN LUGS ONLY
MOA MULTIOUTLET ASSEMBLY
MS MANUAL MOTOR STARTER
MSBD MAIN SWITCHBOARD
MT MOUNT
MTS MANUAL TRANSFER SWITCH
MTR MOTOR, MOTORIZED
N.C. NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL
MANUFACTURER'S
ASSOCIATION
NIC NOT IN CONTRACT
NL NIGHT LIGHT
N.O. NORMALLY OPEN
NPF NORMAL POWER FACTOR
NTS NOT TO SCALE
OC OCCUPANCY CONTROLLED
OH OVERHEAD
OIT OPERATOR INTERFACE TERMINAL
PA PUBLIC ADDRESS
PB PULL BOX OR PUSHBUTTON
PE PNEUMATIC ELECTRIC
PED PEDESTAL
PF POWER FACTOR
PH PHASE
PIV POST INDICATING VALVE
PLMG PLUMBING CONTRACTOR
PNL PANEL
PP POWER POLE
PR PAIR
PRI PRIMARY
PROJ PROJECTION
PRV POWER ROOF VENTILATOR
PT POTENTIAL TRANSFORMER
PTR PRINTER
PVC POLYVINYL CHLORIDE
(CONDUIT)
PWR POWER
QTY QUANTITY
QZ QUARTZ
RCPT RECEPTACLE
RQD REQUIRED
RM ROOM
RSC RIGID STEEL CONDUIT
RTU ROOF TOP UNIT
SC SURFACE CONDUIT
SEC SECONDARY
SHT SHEET
SIM SIMILAR
S/N SOLID NEUTRAL
SPEC SPECIFICATION
SPKR SPEAKER
SP SPARE
SR SURFACE RACEWAY
SS STAINLESS STEEL
SSRV SOLID STATE REDUCED
VOLTAGE
SST SOLID STATE
SSW SELECTOR SWITCH
S/S STOP/START PUSHBUTTONS
STA STATION
STD STANDARD
SURF SURFACE MOUNTED
SW SWITCH
SWBD SWITCHBOARD
SYM SYMMETRICAL
SYS SYSTEM
TEL TELEPHONE
TERM TERMINAL
TL TWIST LOCK
TR TAMPER RESISTANT
TSTAT THERMOSTAT
TTC TELEPHONE TERMINAL
CABINET
TV TELEVISION
TVTC TELEVISION TERMINAL
CABINET
TYP TYPICAL
UC UNDER COUNTER
UE UNDERGROUND ELECTRICAL
UG UNDERGROUND
UH UNIT HEATER
UNO UNLESS NOTED OTHERWISE
USB WITH USB CHARGING PORT
UT UNDERGROUND TELEPHONE
UTIL UTILITY
UV UNIT VENTILATOR OR
ULTRAVIOLET
V VOLT
VA VOLT-AMPERES
VDT VIDEO DISPLAY TERMINAL
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VFY VERIFY
VOL VOLUME
W WATT OR WIRE
W/ WITH
WG WIRE GUARD
WH WATER HEATER
W/O WITHOUT
WP WEATHERPROOF
XFMR TRANSFORMER
XFR TRANSFER
ANGLE
@ AT
DELTA
' FEET
" INCHES
# NUMBER
Ø PHASE
CL CENTER LINE
P PLATE
X" MOUNTING HEIGHT AFF
ELECTRICAL ABBREVIATIONS
OL OVERLOADS
RTU REMOTE TELEMETRY UNIT
SCP SUPERVISORY CONTROL PANEL
NIU NETWORK INTERFACE UNIT
SHEET
LS7
PROPOSED
WET WELL
ELECTRICAL
BUILDING
X
X
X X
X
X
X X
X
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX XXXXX>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>
>
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>
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PROPOSED
VALVE VAULTXXXXXXCONTROL PANEL
LIFT STATION PUMP
WALL MOUNTED SSRV
ATS-1
CT/METER/CONNECTION
CABINET
PANELBOARD
HP-1
T-1
UTILITY
TRANSFORMER
GENERATOR
GREY CLOUD
TRA
IL
S
.
CABLE J-BOX
PUMP 2
PUMP 1
1
L F F
F FF
DC
2
4
3SPARE-A
SERV-A SPDSERV-B 6
SPD-A
SPD-B
CONTROL-A
ATS-A HP-1-A
DOOR-A
T-1-B
T-1-A
PANELBOARD
LP-1
GEN-A
GEN-B
GEN-C
ATS-B
FLOAT-A
PUMP-A
XDUCER-A
PUMP1-C
PUMP1-B
PUMP1-A
PUMP2-C
PUMP2-B
PUMP2-A
FLOAT-B
PUMP1-D
PUMP2-D
PUMP3-A
PUMP3-B
XDUCER-B
LIGHT-A
LIGHT-B4GWP24"4G48"7
4
8
4
2
6
5
GEN-D
4G48"ANTENNA-A
9
PFCC-A
9
10
8
4
11
SHEET
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
CITY OF COTTAGE GROVE, MINNESOTA
PROPOSED LIFT STATION
CAB
CAB
ARM
0N1.132213
A REVIEW 2/13/2024
0 2/23/2024
DATELIC. 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.
AARON R. MUELLER
46184 02/23/2024
LS7
ELECTRICAL SITE PLAN
1 ELECTRICAL SITE PLANN
0 2'4'8'
GENERAL NOTES:KEYEDNOTES:
1.PROVIDE CITY OF COTTAGE GROVE STANDARD LIGHT FIXTURE AND POLE
BASE. SEE SPECIFICATIONS AND DETAILS INCLUDED IN THIS SET FOR
ADDITIONAL INFORMATION.
2.PROVIDE SWITCH TO CONTROL THE LIGHT POLE FIXTURE NEAR THE LIFT
STATION STRUCTURE.
3.DASHED BOX SHOWING APPROXIMATE LOCATION OF FUTURE VFD TO BE
INSTALLED WHEN THE LIFT STATION PUMPS ARE UPGRADED.
4.MOUNT SCADA YAGGI ANTENNA TO THE ROOF OF THE BUILDING NEAR THE
PEAK. PROVIDE MOUNTING BRACKETS AS REQUIRED TO SECURE THE
ANTENNA TO THE ROOF STRUCTURE. IF SIGNAL STRENGTH/COVERAGE IS
INSUFFICIENT PROVIDE A MAST TO RAISE THE ANTENNA.
5.EXTERIOR CABLE JUNCTION BOX CONTAINING ALL PUMP, TRANSMITTER, AND
FLOAT TERMINATIONS, SEE PHOTO FOR CABLE JUNCTION BOX DETAILS.
6.SERVICE ENTRANCE RATED CIRCUIT BREAKER ENCLOSURE.
7.PROVIDE 4'-0" LED STRIP LIGHT FIXTURE RATED 120V, 4000K, 5000 LUMENS
WITH A FROSTED LENS. FIXTURE SHALL BE A LITHONIA LIGHTING CSS
SERIES, OR EQUAL.
8.PROVIDE LED WALL PACK RATED 120V, 4000K, 3000 LUMENS WITH INTEGRAL
PHOTOCELL FOR DAY/NIGHT CONTROL AND MOTION SENSOR TO DIM FIXTURE
50% WHEN NO MOTION IS DETECTED FOR 5 MINUTES. FIXTURE SHALL BE A
LITHONIA LIGHTING ARC1 LED SERIES, OR EQUAL.
9.PFCC TO BE MOUNTED ON WALL ABOVE SSRV.
10.PROVIDE ALL REQUIRED CONNECTIONS TO ROOF MOUNTED HEATER/AC UNIT
PROVIDED WITH THE PRE-MANUFACTURED BUILDING. COORDINATE EXACT
LOCATION AND ELECTRICAL REQUIREMENTS WITH BUILDING SUPPLIER.
11.PROVIDE SWITCH TO CONTROL THE WALL MOUNT LIGHT FIXTURE ON SOUTH
SIDE OF THE BUILDING.
1.COORDINATE FINAL LOCATION OF ELECTRIC UTILITY TRANSFORMER WITH
ELECTRIC UTILITY, MAINTAIN ALL REQUIRED CLEARANCES PER UTILITY
COMPANIES REQUIREMENTS.
2.COORDINATE NATURAL GAS SERVICE WITH UTILITY. CONTRACTOR IS
RESPONSIBLE FOR COORDINATION/INSTALLATION OF THE GAS SERVICE TO
THE GENERATOR. COORDINATE EXACT REQUIREMENTS WITH THE LOCAL
NATURAL GAS UTILITY.
3.VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLACEMENT OF
EQUIPMENT AND ANY EARTHWORK.
4.COORDINATE REQUIREMENTS FOR GENERATOR PAD WITH ALL TRADES.
5.WETWELL INTERIOR IS CLASSIFIED AS A CLASS 1, DIVISION 1, GROUP D
HAZARDOUS LOCATION. AREA 18" ABOVE TOP SLAB AND 3' FROM OPENINGS
TO THE WETWELL IS A CLASS 1, DIVISION 2, GROUP D HAZARDOUS
LOCATION. AREA IN A 3' DIAMETER FROM WETWELL VENT OPENING IS A
CLASS 1, DIVISION 1, GROUP D HAZARDOUS LOCATION. AREA WITHIN A 3'-5'
RADIUS FROM WETWELL VENT OPENING IS A CLASS 1, DIVISION II, GROUP D
HAZARDOUS LOCATION.
6.VAULT INTERIOR IS A CLASS 1, DIVISION 2, GROUP D HAZARDOUS LOCATION.
7.DO NOT INSTALL ELECTRICAL EQUIPMENT IN HAZARDOUS LOCATIONS OTHER
THAN CONDUIT TO WETWELL AND DEVICES/CABLING IN WETWELL.
2 CABLE J-BOX DETAIL
NOT TO SCALE
LS8
SHEET
CONTROL
PANEL
HATCH
CABLE HANGER HARDWARE PROVIDED
BY LIFT STATION INSTALLER
HANG CABLES FROM CABLE HANGER
HARDWARE, COIL EXCESS CABLE
EXTEND CONDUIT TO EDGE OF HATCH
OPENING, LOCATE TO NOT INTERFERE
WITH PUMP REMOVAL AND ACCESSIBLE
FROM HATCH LOCATION
SECURE CONDUIT TO TOP SLAB WITH
CORROSION RESISTANT HARDWARE
CONDUIT WITH LONG SWEEPING
BEND TO ALLOW LESS FRICTION FOR
CABLE REMOVAL/INSTALLATION
WETWELL
TOP SLAB
TOP VIEW
SIDE VIEW
GENERAL NOTES:
DETAIL B - FLEX HOSE CONNECTION
UNION CONNECTOR
REDUCER CONNECTION (OPTIONAL)
NIPPLE LENGTH TO BE AS
SHORT AS PRACTICAL
FLEX HOSE
PIPE
UTILITY GAS
METERSHUTOFF VALVE
PRESSURE
REGULATOR
UTILITY APPROVED
MOUNTING STRUCTURE
ALL VENTS AND PRESSURE RELIEF
VALVES TO BE LOCATED AT LEAST
18" ABOVE GRADE
GRADE
DETAIL A - UTILITY METER MOUNTING
DETAIL B
BETWEEN 6' MIN AND 10' MAX
GENERATOR
CONCRETE PAD
DETAIL A
GAS LINES SHALL BE RAN TIGHT
TO GENERATOR BASE SKIDS
GENERATOR
CONCRETE PAD DETAIL B
SEDIMENT TRAP
DETAIL A
1.CONTRACTOR TO PROVIDE GAS PIPING AND ACCESSORIES BETWEEN UTILITY LINE AND GENERATOR. MAKE
CONNECTIONS TO GENERATOR.
2.COORDINATE ACCESSORY REQUIREMENTS WITH GENERATOR MANUFACTURER.
3.COORDINATE REQUIRED PRESSURE REGULATOR WITH GENERATOR MANUFACTURER, CONTRACTOR SHALL BE
RESPONSIBLE FOR APPROPRIATE GAS PRESSURE FEED TO GENERATOR.
4.CONTRACTOR TO VERIFY ORIENTATION AND GAS CONNECTION POINT WITH GENERATOR MANUFACTURER.
5.CONTRACTOR TO COORDINATE GAS SERVICE TO GENERATOR WITH GAS UTILITY, COORDINATE UTILITY
CONNECTION POINT WITH UTILITY.
6.STEEL PIPE IS TO BE USED WHERE PIPE IS EXPOSED, POLY PIPE WILL BE ALLOWED FOR UNDERGROUND
INSTALLATIONS.
7.PIPING AND REGULATOR SHALL BE SIZED FOR A MINIMUM OF 1.5X MAX LOAD.
ROD TYPE CONNECTOR
COPPER
GROUND
CABLE
GROUND ROD
AS SPECIFIED IN
SECTION
26 05 26
GROUND
COPPER
CABLE
TYPE "TA" CADWELD
CONNECTION
3/0 AWG STRANDED
BARE TINNED COPPER2'-6"BURIAL DEPTH
MINIMUM
COPPER CLAD GROUND ROD
AS SPECIFIED IN SECTION
26 05 26
TYPE "TA" CADWELD CONNECTION
GROUND WIRE TO FUTURE EQUIPMENT
GROUND LUG, (STRAIGHT, 90 , 45 , OR AS REQ'D.)
FINISH FLOOR OR EQUIPMENT PAD
GROUND CONDUCTOR FITTING
GROUND CONDUCTOR
NOTE:
1.BOLTS SHALL BE INSERTED IN BOLT HOLES BEFORE CONNECTOR IS EMBEDDED.
COPPER CONDUCTOR TAP TO HORIZONTAL REINFORCING BAR (REBAR) LOCATED NEAR THE
BOTTOM OR VERTICALLY, WITHIN THAT PORTION OF CONCRETE FOUNDATION OR FOOTING.
MAXIMUM CONDUCTOR SIZE IS 4/0 AWG. MINIMUM DIAMETER OF REBAR IS 1/2". MINIMUM
LENGTH OF REBAR IS 20'.
LS8
ELECTRICAL DETAILS
SHEET
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
CITY OF COTTAGE GROVE, MINNESOTA
PROPOSED LIFT STATION
CAB
CAB
ARM
0N1.132213
A REVIEW 2/13/2024
0 2/23/2024
DATELIC. 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.
AARON R. MUELLER
46184 02/23/2024
5 WET WELL CONDUIT INSTALLATION DETAIL
NOT TO SCALE1CONTROL PANEL ELEVATION
NOT TO SCALE
HAND OFF AUTO
PUMP 1
ALARM
RUNNING
R
G
PUMP 1&2
HIGH LEVEL ALARM
R
DUAL
PUMP
HOUR
METER
PUMP 1
HOUR
METER
ALARM
SILENCE
OIT
THERMAL FAIL
R
SEAL FAIL
A
7 GAS GENERATOR PIPING AND CONNECTION DETAIL
NOT TO SCALE
2 CABLE TO ROD CONNECTION DETAIL
NOT TO SCALE 3 GROUND CABLE CONNECTION DETAIL
NOT TO SCALE
8 GROUND ROD DETAIL
NOT TO SCALE
9 GROUNDING INSERT DETAIL
NOT TO SCALE
4 GROUNDING CABLE CADWELDED TO REBAR DETAIL
NOT TO SCALE
6 ONE-LINE DIAGRAM
NOT TO SCALE
400A
3P 80A
3P
PUMP NO.1
80A
3P
SURGE
PROTECTION
M
480Y/277V,3∅,
60HZ UTILITY
UTILITY
30
MAIN
GENERATOR
70A
2P
ATS-1
CABLE J-BOX
PUMP NO.2
30
PANELBOARD LP-1
400A
480Y/277V/3Ø/400A
CT/CONNECTION/METER
CABINET
PANELBOARD HP-1
480Y/277V/3Ø/400A/42K AIC
SSRV
T-1
25KVA
480:120/240V
ENCLOSED CIRCUIT
BREAKER
SSRV
PFCC
HAND OFF AUTO
PUMP 2
ALARM
RUNNING
R
G
PUMP 2
HOUR
METER
THERMAL FAIL
R
SEAL FAIL
A
PFCC
1 1
KEYEDNOTES:
1.ISOLATION CONTACTOR TO CLOSE WHEN SSRV IS REQUIRED TO OPERATE PUMP.X
LS9
SHEET
ADUJUST ANTENNA TOWARDS THE ASSOCIATED
RADIO MASTER IN AN ORIENTATION WHICH
PRODUCES THE STRONGEST SIGNAL
FIRMLY SECURE U-BOLT TO
CONDUIT
REFER TO CONTRACT DOCUMENTS FOR
ROOF & WALL CONSTRUCTION DETAILS
PROVIDE CONDUIT SLEEVE THRU
WALL FOR ANTENNA CABLE
ANTENNA CABLE
TIGHTEN STRAP TO SECURE
THE MAST IN PLACE
1.5" GALVANIZED RIGID
STEEL CONDUIT
SECURE ANTENNA CABLE TO WALL
MOUNT SUPPORTS AND ANTENNA MAST
SEAL CONDUIT OPENING WITH
FIBEROUS SEALING COMPOUNDS
SECURE MOUNTING BRACKET
INTO STRUCTURAL WALL USING
STAINLESS STEEL HARDWARE
WALL MOUNTING BRACKET TO
OFFSET MAST FROM WALL
LS9
ELECTRICAL SCHEDULES
SHEET
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
12224 NICOLLET AVENUE
BURNSVILLE, MINNESOTA 55337
Phone: (952) 890-0509
Email: Burnsville@bolton-menk.com
www.bolton-menk.com
CITY OF COTTAGE GROVE, MINNESOTA
PROPOSED LIFT STATION
CAB
CAB
ARM
0N1.132213
A REVIEW 2/13/2024
0 2/23/2024
DATELIC. 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.
AARON R. MUELLER
46184 02/23/2024
1 CITY OF COTTAGE GROVE POLE & POLE BASE DETAILS
NOT TO SCALE 2 SCADA ANTENNA ROOF/EVE MOUNTING DETAIL
NOT TO SCALE
LS9
SHEET
LS10
To: Paul Robinson, Rachel Development
From: Crystal Raleigh, Assistant City Engineer
Date: April 22, 2024
Subject: Mississippi Landing – Grading Plan & Final Plat Review
Paul,
On March 20th, 2024 you submitted mass site grading plans (Phase 1) and final plat plans for review. On April 11th,
the City provided an initial comment memo for those plans noting that there were some outstanding items that
were still being worked through. This letter contains all City comments associated with review of the mass site
grading plan (Phase 1) and final plat plans.
Draft Specification
1. The Polypropylene Pipe specification that was sent on 2/26/24 from Crystal Raleigh should be included in
the specifications.
Final Plat
2. Outlot Q should be covered with blank drainage and utility easement.
3. Outlot L should be encompassed with drainage easement as it provides an EOF route as shown on Sheet
17 of the final plat plans.
4. Lot 11 Block 6: Please label the easement width through the parcel for clarity.
5. Lots 2/3 Block 7: Please label the easement widths through the parcels for clarity.
6. Lots 9/10 Block 9: Please label the easement widths along the rear of the lot as the width is not standard
and may vary.
a. Additionally, the side lot easement on the south side of Lot 8 does not appear standard.
7. Easement widths: Generally, a minimum easement width should be twice the pipe depth centered over
the pipe, or 10’ (min.) on each side of the pipe, whichever is greater.
a. Lots 11/12 Block 5: The storm sewer is up to 13.5’ deep between the lots, please increase the
easement width.
b. The pipe from CBMH-102 to FES-100 passes through Outlot C and does not have the appropriate
drainage and utility easement, see Sheet 52 of the final plat plans.
c. As previously requested, a 20-ft easement for the 18” watermain should be provided along
Outlot A and Outlot B, and the pipe should be centered in the easement.
Mass Grading Plan – Phase 1
Sheet 9:
8. For clarity, please coordinate the colored trail removal with the notes to terminate removal at the
preserve boundary. This also applies to Sheet 10.
Sheet 28:
9. The temp EOF near the outlet of Pond 3 is covered by the contour labels and is not legible. This comment
also applies to Sheet 19 of the final plat plans.
Sheet 38:
10. The developer has indicated the construction entrance will be placed at the existing gated entrance (old
golf course entrance) off Grey Cloud Trail and not at 103rd Street. Please modify Sheet 27 of the final
plat plans as well.
Sheet 57:
11. It is understood the city parks department is working with the developer to mark existing ash trees for
removal within the city park outlot. Once complete, plans should be updated to reflect the trees to be
removed.
Sheet 67:
12. All restoration within rural road right-of-way or adjacent drainage and utility easement shall utilize
MnDOT seed mix 25-121 instead of the mesic prairie mix. Hatches appear incorrect along 103rd Street
and Grey Cloud Trail.
Final Plat Plans
Sheets 2-5:
13. Remove detail SER-7, SER-8, SER-10, STR-6, STR-18, WAT-5
14. Add STR-5, STR-12 (STO-12 was mistakenly used twice), STR-26, STR-32, STR-37, STR-41, WAT-4
a. Please add a note on the appropriate utility plans to add structure marker signs per STR-41 to:
i. Watermain: ends of both steel casings (over casing)
ii. Storm Sewer:
1. MH-601, MH-602, MH-603, CBMH-607, CBMH-609 (labeled as temporary,
markers to be removed in future phase)
2. CB-1401, CB-1403
Sheet 7:
15. MnDOT Standard Plan 5-297.692 should be deleted. The End Anchorage will not be needed. MnDOT
Standard Plan 5-297.612 should be used in its place. The guardrail will be required to have a Tangent End
Terminals on each end. The Tangent End Terminals are 50’ long and the remaining guardrail in between
the End Terminals comes in 12.5’ lengths. The 197’ of guardrail shown on plan sheet 63 should be
rounded to 200’ (50’ end terminals and 12.5’ guardrail lengths).
16. The following MnDOT Standard Plates should be referenced in the plans:
a. 8307S: W-Beam Guardrail & Anchorages (4 Sheets)
b. 8355A: W-Beam Guardrail
c. 8360B: Guardrail Post Length Marking
d. 8361B: Guardrail Steel Posts (3 Sheets)
e. 8362A: Universal Breakaway Steel Post (UBSP) (3 Sheets)
f. 8369A: Guardrail Blackout (2 Sheets)
Sheet 8:
17. The existing parking lot within the city park area is not hatched for removal. For consistency, please
modify the plan to match Sheet 9 of the Mass Grading plans.
Sheet 9:
18. Phasing of removals: Additional coordination will be required with city staff related to project phasing
and construction, including items such as roadway realignments and resident access during construction.
Sheet 10:
19. Outlots: for clarity, identify which are HOA and which are city outlots (this had been identified on
previous submittals):
a. A, B: City
b. C: HOA
c. D: City
d. E, F, G, H: HOA
e. I: Developer
f. J, K: HOA
g. L: Developer
h. M: HOA
i. N, O: HOA
j. P: City
k. Q: City
l. R: Developer
m. S: City
n. T: City
Sheet 11:
20. Please note on Inset A that the class 5 aggregate base shall be virgin aggregate, matching what is noted in
detail STR-1.
21. Inset A should note two lifts (2” each).
22. A 5-ft minimum horizontal distance at a 6H:1V maximum slope will be provided immediately adjacent to a
pedestrian facility if adjacent slopes are steeper than 4H:1V.
a. Please identify this on the 70-ft ROW Road Section in a similar manner as Sheet 12 in the mass
grading plans.
Sheet 14:
23. For clarity, please label the NWL of each wetland that will have a constructed outlet. Please do this on
each relevant sheet, such as sheet 24.
24. 6500 103rd Street:
a. Provide a note on the plan to protect existing trees on the southwest property corner and along
Grey Cloud Trail north of the corner.
b. Adjust contours to reflect curb on the east side of Grey Cloud trail where it exists adjacent to
6500 103rd Street.
c. Salvage and reinstall mailbox and fire number.
d. Pave driveway to the existing trees (approximately 60-lf).
e. Show tree line (per air photo is acceptable) on the east side of Grey Cloud Trail north of existing
103rd St.
f. Salvage any existing private barbed wire fence and posts that are impacted by this project to a
location directed by engineer.
g. Upon completion of watermain installation near the southeast corner of the property, construct
barbed wire fence of similar type and size as the existing fence.
Sheet 16:
25. Lots 5-17 Block 4:
a. Existing drainage occurs outside of the proposed drainage and utility easements in the wooded
areas to remain undisturbed. In order to preserve the existing drainage patterns, drainage and
utility easement should be enlarged to encompass these areas. Previous response was provided
that stated “public drainage” easement and not “drainage and utility” easement would be
provided. No drainage easement is depicted or provided in this area.
b. Anytime drainage from one lot passes across another, the location of drainage shall be
encompassed by drainage and utility easement.
Sheet 20:
26. The Developer shall provide a detailed plan to maintain access to the City Park Preserve throughout
construction activities. Short periods of time where the preserve cannot be accessed may be acceptable,
however detail shall be provided that describes the length of time and the reason for the inability to
maintain access.
a. A temporary gravel parking lot shall be provided for potential users of the city park outlot. The
lot should provide parking for 10 vehicles minimum and be accessible south of Road E.
b. A natural trail should be provided from the parking area through the park outlot and to the
remaining existing trails in the City Park Preserve.
c. Staff will provide additional detail for the parking area and natural trail as the Developer verifies
phasing and access plan.
27. Barricades and future street extension signs shall be provided per city standard details STR-31 and STR-32
near the south end of Road E and the temporary gravel parking area. Final location will be determined
during final design.
Sheet 22:
28. The detail for OCS 1902 does not list the weir top elevation, or orifice size. This same comment applies to
OCS 706 on Sheet 23.
29. Weir wall thickness and reinforcement requirements should be identified on the plans as follows:
a. Pond 1 OCS (OCS 1902 – Sheet 22) - 6" wall w/ #4 @ 8" OC, EW
i. This OCS does not have an orifice in the HydroCAD model so the detail should be
modified to remove the orifice depicted in the weir wall and simply depict a top of weir
elevation. The two weir top labels are confusing, especially when it says “with orifice”.
b. Pond 3 OCS (OCS 706 – Sheet 23) - 6" wall w/ #4 @ 8" OC, EW
i. This OCS does not have an orifice in the HydroCAD model so the detail should be
modified to remove the orifice depicted in the weir wall and simply depict a top of weir
elevation. The two weir top labels are confusing, especially when it says “with orifice”.
c. Pond 5 OCS (OCS 2101 – Sheet 23) - 6" wall w/ #4 @ 8" OC, EW
d. POND 6 OCS (OCS 2201 – Sheet 24) - 6" wall w/ #4 @ 8" OC, EW
e. POND 7 OCS (OCS 2001 – Sheet 24) - 6" wall w/ #4 @ 8" OC, EW
f. WB-01D OCS (OCS 1601 – Sheet 24) - 6" wall w/ #4 @ 8" OC, EW
g. WB-01A OCS (OCS 1404 – Sheet 24) - 6" wall w/ #4 @ 8" OC, EW
h. Both WB-01A & WB-01D are duplicated on Sheet 51; please eliminate duplicate OCS details in
case there are unintended differences.
Sheet 36:
30. Utility Note 4: We assume this applies to water services as well, please clarify as other notes below
specifically refer to water services and not just watermain.
31. Utility Note 5: Utility notes should be revised to state the City of Cottage Grove’s Standard Specifications
for Street and Utility applies to the entire project area and not just right-of-way. This comment also
applies to Sheet 51.
32. Utility Note 16: Either reference that all adjustments shall be in accordance with the city standard
specification (section 33 05 18) or change the curb box adjustment to ¾” below finished grade.
33. Utility Note 17: Add 16” watermain to the list of pipe sizes.
Sheet 37:
34. Move the valve on Road A at station 6+50 to north side of the tee at Road C.
35. 18” sanitary sewer pipe from lift station to the southwest: since this is the only pipe not included in the
plan/profile sheets, please add a note on this pipe to see Sheet LS-2.
36. Sanitary MH 1 should be located at approx. STA 2+10 Grey Cloud Trail South. The 15” pipe stub to the NW
from San MH 1 should be aligned towards CL/CL of Grey Could Trail and Grey Cloud Trail cul-de-sac.
Sanitary sewer pipe between San MH 1 and San MH 2 shall not extend behind the curb into the
boulevard. Another sanitary MH may be needed near STA 1+00 between San MH 1 and San MH 2. See
redlines on attached Sheet 37.
37. Irrigation conduits: for clarity, please reference “per detail STR-38” in the note on all crossings.
Sheet 38:
38. General Note 5 states all manholes shall be 48” diameter unless otherwise noted on the plan. MH-14
depicts an inside drop and per city detail SAN-4 shall be 60” minimum diameter. Please identify MH-14
and other proposed drops as 60” diameter for clarity. Please note all other drop manholes on the plan.
39. The riser length on B5-L9 appears incorrect (0’).
40. Water stub shown in temporary cul-de-sac: Please add a note to the plan to construct per city detail
WAT-8, and that the curb box shall receive casting protection per city detail SER-11, and the copper
should be extended a minimum of 10-lf beyond the end of cul-de-sac.
a. This comment also applies to Sheet 43.
41. Please shift the gate valve on Road A at Road H south to avoid a conflict with the water service to Lot 9
Block 5.
42. Future service shown by MH-19: Please install services now so they can be tested and note that the curb
box shall receive casting protection per city detail SER-11.
Sheet 39:
43. A 2.77-ft inside drop is noted on MH-3. Due to the fact inside drops must be constructed per city detail
SAN-4 consisting of a 5-ft diameter, lined structure, it would likely be most cost effective to increase the
grade between MH-4 and MH-3 and eliminate the drop. The city would prefer that short drops be
eliminated when minimal overdepth is required.
a. Please review the drop at MH-12 on Sheet 40 as well.
44. There appears to be a water service to Outlot E and Outlot Q. If intended for irrigation, please label
accordingly and configure the service per city detail SER-12 with 4” gate valve. The curb box elevation
should also be identified on the plans for both of these services.
a. This comment also applies to Outlots K and N on Sheets 42 and 43, respectively.
45. There appears to be an irrigation conduit from Outlot E to Outlot F, please label accordingly like Sheet 37.
Sheet 40:
46. Please note that the 8” water stub at the end of Road C shall conform to city detail WAT-8.
47. Add a valve between Lots 7 and 8 Block 6 on Road C.
48. Move the fire hydrant on Road C currently between Lots 3 and 4 to be between Lots 4 and 5 as it was on
a previous submittal. The hydrant and streetlight should be placed to line up with the drainage and utility
easement lines on either side of the lot line so they are 10’ apart.
Sheet 41:
49. 18” watermain stub on Grey Cloud Trail: Plan view identifies an 8” plug.
50. The tee at the 18” main towards the cul-de-sac should be labeled as 18”x18”.
51. Road D profile: There appears to be a connecting pipe/drop on MH-59 that doesn’t correspond to the
inverts listed, please investigate and remove.
52. Remove the valve from Road G tee branch. A valve will be added (and tested against) with the future
extension of watermain.
53. Add a temporary hydrant at Road G in lieu of the 1” blow off per detail WAT-8.
54. Please place the hydrant near the Grey Cloud Trail cul-de-sac immediately adjacent to the lift station
driveway, at least 10 feet from the forcemain. Extend the 6” hydrant lead to the location described and
keep the 18” main as-is.
Sheet 42:
55. There is an errant 8” GV and tee near station 4+40 at the Road D Road E intersection, please revise to be
on the watermain.
56. Move valve from Road D tee branch to south side of tee on Road E.
57. An 8” watermain and tee is proposed near station 1+00 on Road E. Please extend the 8” watermain a
stick of pipe (20-ft) beyond the tee for future connection.
58. Please review service conflicts in the area between MH-65 and MH-64. For example, the sewer service to
Lot 3 Block 8 appears it may conflict with the watermain. Perhaps a vertical bend in the water will be
required at some location to achieve additional depth.
a. If specific water services are intended to be installed below sanitary sewer, please note them on
the plans.
59. End of Road E: Please provide a sanitary sewer stub into the park out of MH-68, extending beyond the
water stub.
60. Move the fire hydrant on Road E currently between Lots 4 and 5 to line up with the west drainage and
utility easement line of future Lot 23 off Road D. The tee should be on the Road D watermain.
Sheet 43:
61. Please clean up any text conflicts in profile view (various leaders and text over the service pipe text).
Please review all sheets for legibility.
62. Future services: Please install services now so they can be tested and note that the curb box shall receive
casting protection per city detail SER-11.
Sheet 44:
63. Please provide a 14’ wide bituminous access drive from the cul-de-sac to the PRV.
a. PRV details are attached to this memo; coordinate size notes in plan & profile.
64. The trunk watermain can be 16 inch from the tee 18x18 tee (11+70) to the Grey Cloud Trail cul-de-sac to
the connection to the 18” stub (0+00).
a. The tee at 11+70 should have a 18x16 reducer to the north.
b. The connection at 0+00 (Sheet 45) should be made with an 18” butterfly valve and then an 18x16
reducer.
c. Keeping an 18” main through the casing at the railroad is acceptable if desired.
65. Pressure Reducing Valves:
a. Place valves approximately 10-ft outside each side of the structure (2 total each structure).
Sheet 46:
66. Forcemain & Air Release:
a. The invert of the valve vault was lowered to 705.8 to eliminate the need for an air release
MH/valve near the lift station.
b. Adjust the forcemain profile as noted on the attached redlined plan Sheets 46 and 47. Eliminate
vertical and horizontal bends where possible.
c. Provide 12” diameter (or 12”x12” square) sump in base slab of air release valve MH with 1.5”
minus drain rock extended 3’ deep below bottom of MH.
d. Locating:
i. Provide Rhino TriView Test Station Marker, Green, 72” length (installed along FM
alignment at 45-degree bend at sta 20+90, at each end of casing at RR, at air release MH,
at 45-degree bend at discharge MH). See attached Sheets 46-47.
1. Tracer Wire from Test Station to DIP main: 12 AWG solid, PRO-TRACE HF-CCS
PE45 as manufactured by Pro-Line Safety Products
ii. Provide 3M Extended Range Ball Marker, 4”, Green, Wastewater (installed at 100’
intervals along FM at 3’ depth).
Sheet 47:
67. Forcemain Discharge Manhole:
a. Provide the following:
i. See the attached plan sheet 75 from the City infrastructure project (MH-13 is the
discharge manhole).
1. Remove the 40-LF 12” DIP stub and bulkhead the opening in the structure.
2. Remove the existing inside drop piping from MH-13 (refer to detail SAN-4 for
details).
3. Core drill and connect the 8” forcemain to MH-13 at elevation 792.0. This should
be completed per the figure provided with the 04/11/2024 memo.
4. Core drill and reinstall the 40-LF 12” forcemain to MH-13 at elevation 792.0. This
should be completed per the figure provided with the 04/11/2024 memo.
5. Reconstruct the inverts in MH-13.
6. Install a spray liner in MH-13 per the city standard specifications (Section 33 39
00).
Sheet 48:
68. Pressure Reducing Valves:
a. Place valves approximately 10-ft outside each side of the structure (2 total each structure).
Sheet 49:
69. Hydrant south of 103rd: Please locate the hydrant a minimum of 10-lf from the edge of drainage and
utility easement, perhaps placing the lead off the 45-degree turn.
70. There does not appear to be any restoration information anywhere on the plan for the utility installation
areas east of the railroad. All restoration within rural road right-of-way or adjacent drainage and utility
easement shall utilize MnDOT seed mix 25-121.
Sheet 50:
71. Depict both permanent and temporary easements on the plans, including other pertinent sheets. For
example, along the Bailey property the south side of the proposed drainage and utility easement should
be depicted so it’s clear where utility easement ends and roadway easement starts.
72. There is very little detail as it relates to the trenchless crossings of the railroad, both in the plans and in
the specifications. Below are some notes that should be on the plan and/or the specifications:
a. Restrain all joints on carrier pipe within the casings.
b. Fill annular space between casing and carrier pipe with sand or grout.
c. Perform dewatering as necessary to prevent soil loss into casing during tunneling operation.
d. Steel Casings
i. Steel casing sizes listed in plans should be presented as the minimum required size.
ii. Steel casing pipe shall be leakproof and meet the requirements of ASTM A139 Grade B or
ASTM A53 Grade B, equipped with grout holes and designed to withstand Coopers E 80
Railroad loading, or as specified by the BNSF railroad.
iii. Provide casing protective coating or cathodic protection as required per BNSF
requirements.
iv. For steel casing pipes with the diameters shown, use the following minimum pipe wall
thicknesses unless noted otherwise on the applicable permit, the Drawings, or required
by the Contactor’s Design
v. Install grout ports and plugs in casings 36-inches and larger.
e. Carrier Pipe Support and Spacers:
i. Use manufactured spacers to position and support the carrier pipe within the casing.
ii. Wood skids are not allowed. Material shall be sound and compatible to prevent galvanic
corrosion. For example, painted carbon steel with polyethylene or glass reinforced
polyester runners and reinforced to resist backfill grouting pressures.
iii. Spacing: Carrier pipe manufacturer’s recommended maximum spacing or less.
iv. Acceptable manufacturers:
1. Pipeline Seal and Insulator Inc.
2. Cascade Waterworks Mfg. Co.
3. CCI Pipeline Systems, LLC
4. Raci North America
5. Approved equal
f. Installation
i. Tunnel in a manner to prevent voids from developing outside the casing. Use and operate
equipment features to minimize the amount of voids and ground loosening around the
tunnel.
ii. Do not excavate ahead of the casing. Keep the leading edge of the auger cutting head
behind the leading edge of the casing at all times unless wing cutters are required by the
soil conditions.
iii. Tolerances:
1. Maintain alignment and elevation of the casing pipe consistently throughout the
tunneling operation within the following tolerance limits.
a. Construct to the dimensions, alignment and grade shown on the
Drawings.
b. Prevent abrupt deviations from planned horizontal and vertical
alignment and in any case not more than 1/4 inch in 8 feet.
c. Elevation: Plus or minus 0.15 feet from elevation shown on the
Drawings.
d. Horizontal Alignment: A maximum deviation of 1 foot from plan
location.
e. Maintain the minimum clearance between the casing and carrier pipe as
specified.
f. Allow the Engineer access to verify alignment and grade.
iv. Install carrier pipe to tolerances as specified without intermediate high or low points that
may trap liquid or air in the carrier pipe after installation.
v. Contractor shall be allowed to correct errors in casing pipe grade in order to achieve
design grade of the carrier pipe by pouring an invert in the casing pipe, or by shimming
the carrier pipe to a uniform grade, provided adequate clearance remains for proper
installation of the carrier pipe.
g. Water Control
i. Manage and discharge water from dewatering operations into approved receiving basins
in accordance with all applicable regulatory requirements.
ii. Keep tunnel and pit subgrades continuously free from standing water and surface runoff
during tunnel operations. Do not dewater through the casing.
iii. Conduct dewatering as required prior to tunneling to lower the groundwater level a
minimum of 2 feet below the tunnel invert.
h. Contact Grouting
i. Contact grout outside of casing pipe within 48 hours of tunnel completion.
ii. Place contact grout outside the casing pipe by the following means:
1. For casing pipes less than 36-inches in diameter, place grout through a 1-inch
minimum diameter pipe installed concurrently with the casing pipe. Place grout
through the pipe as it is retracted from the receiving pit to the launch pit.
2. For casing pipes 36-inches or larger, place grout through grout ports installed in
the casing pipe.
iii. Grout pressure at the injection point shall not exceed 0.6 psi per foot of depth unless
approved by the Engineer. Monitor ground movements for heave and cease or modify
grouting if movements approach or exceed specified limits.
iv. For casing pipes 36-inches and larger conduct contact grouting in accordance with the
following:
1. After the grouting of a port is finished, maintain the pressure by means of a valve
or other approved device until the grout has set and will not flow out of the
grout port.
2. Attempt to pump contact grout into all grout ports.
3. When grouting is complete, remove valve, clean out the port and install a
watertight plug manufactured by the pipe supplier.
i. Backfill Sand or Grout
i. Perform testing prior to backfilling casing.
ii. Thoroughly clean and remove all dirt, debris, and water from the interior of the casing
before placing backfill.
iii. If water enters the tunnel, stop it or divert it around the pipe so that it does not affect
the integrity of the backfill.
iv. Construct a solid concrete block and mortar bulkhead in the annular space between the
carrier pipe and casing pipe after the carrier pipe has been installed. Wrap the portion of
the carrier pipe passing through the block bulkhead with flexible foam expansion joint
material. Secure expansion joint materials with three uniformly spaced stainless bands.
v. After the carrier pipe has been inspected and tested, fill the annular space between
casing and carrier pipe completely with sand or grout.
1. Place sand or grout in two lifts in a manner to prevent the occurrence of any
voids between the casing and the carrier pipe. Place sand or grout and vent as
necessary. Pump at a pressure below that which may endanger rupture of the
casing or carrier pipe.
2. If backfill sand is used, cut filler pipes off below grade and cap with watertight
caps.
3. If grout is used, after complete filling, maintain a pressure of at least 4 psi for 10
minutes to ensure annular space remains filled.
Sheet 53:
73. HDPE storm pipe is not allowed, please remove from the profile labels. A sample PP (polypropylene)
specification was provided as an acceptable material in certain locations. RCP must be placed in the
following locations:
a. All pipe segments connected to flared end sections or outlet structures shall be reinforced
concrete pipe.
b. All pipe segments within public right of way shall be reinforced concrete pipe.
c. For clarity, please add the above two requirements as a note on the plans in case some pipe
segments are not caught in the plan review.
d. There are numerous segments of plastic pipe in the current design that do not follow the above
rules. Below are a sample, please review the entire plan.
i. CB 305 to CBMH 304
ii. CBMH 402 to MH 401
iii. CB 406 to CBMH 404
iv. CBMH 316 to CB 315
v. CBMH 610 to CBMH 609
vi. CBMH 628 to CB 629
vii. CBMH 1102 to CBMH 1101
viii. CBMH 1107 to CBMH 1101
74. Please clean up numerous overlapping pieces of text in the Road H profile view.
75. Please ensure riprap quantities are consistent with city detail plate STO-12; for example FES-300 should
have 20cy of riprap due to the 24” pipe. Please review the rest of the plan for conformance.
76. Avoid placing storm pipe behind the curb as that location typically conflicts with streetlight bases, signs,
and boulevard tree plantings. This may require structures to be moved or additional structures to be
added; storm manholes can be used as necessary if catch basins aren’t needed for drainage. This
comment applies to Sheets 56 and 57 as well.
Sheet 54:
77. A watermain valve appears to be in conflict with the storm pipe from CB-1203 to CB-1204, please adjust.
78. CB-201 should not be a 2x3 structure; a 2x3 should only be placed at the most upstream end of a pipe run
with a single pipe connection. When multiple pipes connect to a structure, a 4-ft (min) diameter
structure should be used in accordance with the city detail plates. Please review all structures.
a. This also applies to CBMH-621 on Sheet 57 and MH-12 on Sheet 63. Please review the rest of the
plan.
Sheet 56:
79. Construct curb and pavement on Road C to CBMH-610 and CB-613.
Sheet 58:
80. Ensure pipe length, material, and grade are labeled on all pipe runs in profile (e.g. pipe from CB-623 to
CBMH-631).
Sheet 59:
81. Correct the label above the profile view from “Road E” to “Road F”.
Sheet 60:
82. It appears that a large portion of the pipe to FES-2000 is exposed and will require fill to be placed over the
pipe.
83. Vertical curves should be depicted for the proposed trail construction.
84. Pipe grades should be set to limit velocity to 6-fps or less into wet ponds, and 4-fps for overland
discharge. Please review pipe grades, specifically to FES-1600.
85. Please provide 2-ft minimum cover over storm pipes in greenspace (OCS-1601 to FES-1600). Consider
arch pipe and other measures to improve cover.
86. The pipe connection from FES-1402 to MH-1401 does not appear constructable and does not provide any
cover over the pipe at MH-1401.
Sheet 61:
87. Please review the proposed grading over the pipe to FES-600 to see if cover can be improved.
88. The 33” RCP should be changed to class 4.
89. The temporary pipe and flared end sections don’t appear to be at correct elevations and/or pipe length to
work with the proposed grading.
Sheet 62:
90. See previous comment related to velocity into an overland discharge area (4-fps max at FES-1900B).
Sheet 63:
91. Ensure structure numbers in the structure schedule match those labeled in plan/profile.
92. Signing and striping:
a. Between 30+00 and 31+00 the 3 and 6 labels should be switched to match the existing striping
for passing lanes.
b. Item 3 in the Legend should be 4” Double Yellow
c. Item 4 in the legend should be 24” yellow
d. Please note that all striping shall be ground in.
Sheet 64:
93. Provide vertical curves on the Grey Cloud Trail profile at stations 1+81 and 3+01; refer to the state-aid
charts provided by MnDOT.
94. The finished grade profile over the pipe from FES-2401 to FES-2400 does not appear correct; there is
more cover in the pipe profile vs the crossing profile of Grey Cloud Trail.
95. Signing and striping:
a. Item 3 in the Legend should be 4” Double Yellow
96. In the lower left profile view there is a lot of overlapping text that makes it difficult to read.
Sheet 66:
97. 103rd and Road A: It appears in the northeast quadrant of the intersection, the cross slope of 103rd
could be near 4.6% adjacent to the edge of bituminous elevation of 716.07. Please review; it would be
preferred to maintain a consistent cross slope on 103rd along the 40mph through lanes.
Sheet 68:
98. Please place a barricade at the end of a sidewalk or trail that ends without a destination due to phasing.
99. Signing and striping:
a. Please review all X4-5 marker signs for direction of blade. Where curb or guardrail begins, the
arrow should point up (all arrows currently point down).
b. Please change the “MTR” labels and notes to “MRT”.
c. Salvage the existing adopt a road sign located on 103rd Street and reinstall at approximately
station 23+75, on the south side of 103rd Street.
d. There is an existing “Restricted Bridge” sign on Grey Cloud Trail just south of the existing 103rd
Street intersection. This sign should be salvaged and reinstalled and placed just south of the
realigned intersection on Grey Cloud Trail.
Sheet 69:
100. Road E barricades south of Road F: Modify per previous comments related to temporary parking area for
park.
Sheet 71:
101. For clarity, please label lot and block numbers on the lighting sheets.
102. Please modify the source of power note to reflect that the Contractor is to coordinate the source of
power location with the electrical supplier such that the lighting service cabinet is located in city right-of-
way (not County) and shall be located within 15-ft of a transformer. Exact location shall be coordinated
with the power company and city once the power company has completed their design.
103. Please ensure the L1 arm is over the northwest leg of Grey Cloud Trail, and the L2 arm is over 103rd
Street.
Sheet 72:
104. Due to sidewalk being kept on the south and east sides of Road C, streetlights will need to be located on
the sidewalk side of the street
a. L8 should be located between the services and tree at Lot 17 Block 5
b. L9 should be located between Lots 14 and 15 Block 5
c. L10 should be located between Lots 10 and 11 Block 5
d. L11 should be located between the future lots indicated as Lots 36 and 37 Block 5 per the
Preliminary Plat.
e. A handhole should be added in front of Lot 40 Block 5 (Preliminary Plat) for the conduit to split
and head across Road C to the west and south on Road C to the cul-de-sac.
105. The label for L12 on Road A does not point to the light.
Sheet 75:
106. Please ensure streetlights are located at lot lines. If there is a conflict with other public utilities, the
streetlight should be lined up with the easement line and the hydrant/other utility should be located at
the opposite easement line (typically 10’ apart). Please adjust the lights on Road F accordingly. Note that
tree locations may need to be shifted to adhere to the tree location direction provided in subsequent
comments.
Sheet 78:
107. The City Forester will review the landscape plan for details related to tree species and planting locations.
List the following restrictions on the plan such that they can be adhered to during installation and ensure
they are applied to the proposed plan:
a. Deciduous trees should be located a minimum of 5’ off any utility pipe.
b. Coniferous trees should be located a minimum of 15’ off any utility pipe.
c. No tree should be located within 10’ of a hydrant or 15’ from a streetlight.
d. No trees should be located within a storm pond HWL.
e. No trees should be located within a storm pond’s 20-ft access route, and no coniferous trees
within 5’ of the 20’ pond access route.
f. No coniferous trees within 20’ of a proposed sidewalk/trail.
g. No deciduous trees within 5’ of sidewalk/trail/driveways.
h. Trees should not be planted within drainage and utility easements
i. Boulevard trees and trees within City outlots should conform to the attached approved species
list.
108. Ensure boulevard trees are not planted on property lines.
109. Ensure the restrictions above are applied to the plan.
a. For example, the pipe from CBMH-102 to FES-100 is too close to coniferous trees.
b. Numerous boulevard trees are currently too close to services. In areas of narrow lots, maintain
the required separation from services first, and avoid the property line to the greatest extent
practicable.
Lift Station Sheets:
110. Plans and specifications were updated and will be provided.
a. Davit base locations in lift station wet well and valve vault top slabs were revised. Davit/portable
hoist specification has been included.
b. SCADA antennae on lift station control building has been removed and communication has been
revised to cellular.
c. Lift station pump Total Dynamic Head requirements have been updated based on forcemain
profile.
Stormwater:
111. Rate Control: At the SW Low Point although the inflow rate increases slightly in the 2yr event, the
proposed outflow is less than or equal in all events, the runoff volume decreases in all events, and the
peak water level decreases in all events, and is therefore compliant. Please consider presenting surface
outflow in the summary table rather than inflow to the low point.
112. HydroCAD: HydroCAD results (dated 3-11-2024) are included within the Mass Grading Storm Water
Management Plan Report (3-20-2024).
a. Infiltration Rates (for full build condition of HydroCAD model): Soil borings indicate SM and SM/SP
Soils within Infiltration Basin 2 and indicate SM soils within Infiltration Basins 3 and 4. HydroCAD
includes an infiltration rate of 0.8 inches per hour for Infiltration Basins 2, 3 and 4 (HCAD Ponds
26P, 28P and 24P ). Post construction testing of infiltration rates will be required and should yield
results of approximately twice the design rate, providing a safety factor consistent with Section
16.11 of the NPDES Construction Stormwater Permit.
b. Please be consistent between the plans, the stormwater narrative and the HydroCAD models:
i. HydroCAD stage area storage curve indicates that the surface area of Pond 3 (HCAD 22P)
drops at elevation 718.5. Please check the surface area and correct as necessary.
ii. Sheet 32 indicates that Pond 3 has an NWL of 718.5. HydroCAD indicates that this NWL is
controlled by a 4.5' weir. The Pond 3 OCS (OCS 706) detail shows a 5’ weir. Please adjust
the weir length in the plans or the model to be consistent.
iii. Pond 7 OCS 2001 is shown on Sheet 33 of 74 to have a low side rim elevation of 719.4
feet. The EOF for the pond is listed as elevation 719. Please consider reducing the low
side rim elevation to 719 to match the EOF elevation.
iv. Pond WD-01A OCS 1404 on Sheet 33 of 74 indicates a 5' weir at 709. The HydroCAD
model for Pond WD-01A (5P) simulates this weir as a 4.5' weir length. Please update the
model length to 5 feet to be consistent with the plans. In addition, Sheet 33 indicates a
6” orifice at elevation 707.07 feet. HydroCAD simulates a 5” orifice. Please update the
orifice diameter on the plans or in the model to be consistent.
v. Sheet 33 lists WD-01D EOF as 715.04 feet. HydroCAD simulates this EOF as 715.0 feet.
Please be consistent.
vi. Sheet 34 of 74 shows the temporary infiltration basin with a 15” PCV at elevation 719.5
feet. The HydroCAD model summary attached to the Phase 1 Stormwater Management
Memo (dated 3-20-2024) simulates two lines of 15” PVC. Please update the number of
pipes on the plans or in the model to be consistent.
113. Permanent Pools in Stormwater Ponds:
a. Dead pool volumes listed in tables of the Mass Grading Submittal Stormwater Report (3-20-2024)
and the Phase 1 Stormwater Management Memo (3-20-2024) list a different provided pool
volume for Pond 2. The Phase 1 narrative states that all proposed ponds will have their full
permanent pool constructed during phase 1. Runoff volumes and drainage areas differ between
the two memos. Why?
b. The city expects ponds to hold water at the normal water level (NWL) in normal conditions.
Evaluate potential runoff to the ponds with permanent pools in order to demonstrate that the
drainage areas will be sufficient to maintain the permanent pools at the NWL in most years.
114. Water Quality Analysis: The P8 model was used to assess water quality.
a. The dates of simulation are 1-1-1971 to 12-31-1972: this period had an average annual
precipitation of 26.8 inches. Please use the 1979 water year for the P8 analysis in accordance
with the SWWD Standards manual (Volume 1).
b. Street Sweeping: The watershed input data for proposed conditions include all directly connected
impervious surfaces as vacuum swept weekly throughout the year (1-01 to 12-31). Please explain
the assumptions used for swept areas, and the expected season and frequency of sweeping,
and/or reduce the swept areas to streets only with expected frequency of vacuum sweeping.
115. Rational Storm Drain Design: Ensure consistency between the plans and rational design.
a. Sheet 52:
i. The pipe segment between CB1201 and FES1200 is listed in the rational spreadsheet as
15” RCP at 0.73%. This pipe profile on Sheet 52 calls for a 12” RCP @ 0.73%. Please
verify the pipe size.
b. Sheet 53:
i. The pipe segment between CB315 and CB305 is listed in the rational spreadsheet as 15”
at 1.98%. This pipe profile on Sheet 53 calls for an 18” HDPE @ 1.98%. Please verify the
pipe size.
ii. The pipe segment between CB305 and CB304 is listed in the rational spreadsheet as 21”
at 0.3%. This pipe profile on Sheet 53 calls for an 18” HDPE @ 0.3%. Please verify the
pipe size.
iii. The pipe segment between CB303 and FES300 is listed in the rational spreadsheet as 21”
at 0.8%. This pipe profile on Sheet 53 calls for a 24” RCP @ 0.8%. Please verify the pipe
size.
c. Sheet 55:
i. The pipe segment between CBMH316 and CB315 is listed in the rational spreadsheet as
15” PP @ 4.58% and 12.2 ft/s (also shown on the profile drawing @ 4.58%). Please work
to reduce in line velocities to less than 10 ft/s.
d. Sheet 56:
i. The pipe segment between CBMH610 and CBMH609 is listed in the rational spreadsheet
as 24” RCP @ 1.05% but shown on the profile drawing as 27” HDPE @ 1.05%.
e. Sheet 60:
i. Pipe grades should be set to limit velocity to 6-fps or less into wet ponds, and 4-fps for
overland discharge. The rational design spreadsheet indicates this 24” RCP will have a
design grade of 0.003 ‘/’ with a design velocity of 3.94 ft/s, but Sheet 60 shows the pipe
grade as 2.36%. Please review pipe grades for consistency between the rational design
and the plans, specifically to FES-1600.
ii. OCS 1404 to CBMH 1404 is shown as 12” RCP @ 2.85% on the plans but listed as 18” RCP
on the rational spreadsheet.
f. Sheet 61:
i. See previous comment related to velocity into overland discharge area (4-fps max at FES-
705). The rational design spreadsheet indicates this 18” RCP will have a design grade of
0.0038 ‘/’ with a design velocity of 6.48 ft/s. Please review pipe grade and overland
outlet velocity.
ii. Temp FES for Temp Basin on Sheet 61of 88 includes a 15” RCP @ 0.99%. The HydroCAD
model simulates this as two lines of 15” PVC. Please be consistent between the plans
and the HydroCAD model.
g. Sheet 62:
i. See previous comment related to velocity into overland discharge area (4-fps max at FES-
1900B). The rational design spreadsheet indicates this 15” RCP will have a design grade of
0.0303 ‘/’ with a design velocity of 9.93 ft/s, but Sheet 62 shows the pipe grade as 1.71%.
Please review pipe grades for consistency between the rational design and the plans as
well as overland outlet velocity.
116. Testing: The city will require post-construction testing to verify the infiltration rate and drawdown period
of any infiltration basins. Post construction testing should yield results of approximately twice the design
rate, providing a safety factor consistent with Section 16.11 of the NPDES Construction Stormwater
Permit. If test results exceed 8.3 inches per hour, Section 16.16 requires that soils be amended to slow
the infiltration rate below 8.3 inches per hour.
117. Models and CAD Files: Please note that digital copies of the final version stormwater models (HydroCAD
and P8) and shapefiles or CAD drawings of existing and proposed drainage areas are to be submitted to
the city once the review and revision process is complete.
4" GATE VALVE W/ HAND WHEEL8" (PRV) PRESSURE REDUCING VALVE
CLA-VAL SERIES 90 (MECHANICAL)
8" GATE VALVE W/ HAND WHEEL
(BOTH SIDES OF PRV)
HIGHER
PRESSURE SIDE
OIL FILLED
PRESSURE GAUGE
8"x4" TEE
18"Ø SUMP
OIL FILLED PRESSURE GAUGE CONN.
8"X4" EPOXY COATED TEE
FLANGED ADAPTER
LOWER
PRESSURE SIDE
96"Ø PRECAST CONC. MANHOLE SECTION
PLAN
NEENAH R-1741-D CASTING
W/ 40" DIA CLEAR OPENING
SEE UTILITY PLAN RIM ELEV.12" PRECAST CONC. TOP SLAB
W/ 40"Ø OPENING
1/2" NIPPLE & BALL VALVE
AND PRESSURE GAUGE
8" GATE VALVE (TYP.)
(BOTH SIDES OF PRV)
8"X4" TEE
LOWER
PRESSURE SIDE
68 PSI
8" PRESSURE
REDUCING VALVE
STAINLESS STEEL PIPE SUPPORT
12" PRECAST
CONCRETE BASE
SECTION A-A
8"X4" TEE
18"ØX12" DEEP SUMP
OPEN TO 1 1 2" MINUS ROCK DRAINFIELD
GROUT BOTTOM OF MANHOLE
TO DRAIN TO SUMP
PLACE 8" CONT JOINT
WRAP AT PERIMETER
SPOOL PIECE NEEDS TO BE
MORTAR LINED & EPOXY COATED
FLANGED ADAPTER
HIGHER
PRESSURE SIDE
94PSI
REINFORCED PLASTIC MANHOLE STEPS
2.5'INSTALL 6' OF 12" PVC
PIPE BELOW SUMP
8" GATE VALVE PER
UTILITY PLAN 8" GATE VALVE PER
UTILITY PLAN
0.5'
SECTION
N.T.S.
1
5.01
ADJUSTABLE PIPE SUPPORT
N.T.S.
2
1
'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
1" MINIMUM
3" MINIMUM
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-2
WALL PIPES IN EXISTING STRUCTURES
N.T.S.
1
INSIDE OUTSIDE
AS REQUIRED BY LINKSEAL
MANUFACTURER
CORE EXISTING CONCRETE
LINKSEAL (TYP.)
WATER PLUG (TYP.)11PLAN
N.T.S.
2
18"x18" SUMP OPEN
TO 1-1/2" MINUS
ROCK DRAINFIELD
SLOPE GROUT TO
DRAIN TO SUMP
12" COMPACTED
GRANULAR MATERIAL
(INCIDENTAL)
16" DIP CL52
WATERMAIN
10" GATE
VALVE
10" GATE
VALVE
10" (PRV) PRESSURE
REDUCING/PRESSURE
SUSTAINING VALVE
(MECHANICAL)10" FLANGED
COUPLING
ADAPTER
10"x4" TEE
10"x4" TEE
2.5000
16'x9' PRECAST
STRUCTURE
8.0000
12" COMPACTED
GRANULAR MATERIAL
(INCIDENTAL)
2.5000
10" (PRV) PRESSURE
REDUCING/PRESSURE
SUSTAINING VALVE
(MECHANICAL)4" (PRV) PRESSURE
REDUCING WITH LOW SEAT
(MECHANICAL)
SLOPE GROUT TO
DRAIN TO SUMP
8.0000
SECTION
N.T.S.
2
INSTALL (4) EACH EYE
BOLTS AS DIRECTED
BY THE ENGINEER
INSTALL (4) EACH EYE
BOLTS AS DIRECTED
BY THE ENGINEER
NEENAH R-1741-D
CASTING W/ 40"Ø
CLEAR OPENING
16" MJ SLEEVE
16" MJ SLEEVE
NOTES:
1.FIELD VERIFY ALL ELEVATIONS, CORE DRILL IN FIELD AND LINK SEAL ALL
PENETRATIONS, AS REQUIRED AND APPROVED BY ENGINEER.
WATERMAIN BENDS SHALL NOT BE ALLOWED UNLESS APPROVED BY CITY
PRIOR TO INSTALLATION.
MEASUREMENT AND PAYMENT FOR BID ITEM WATER MAIN PRESSURE
REDUCING VALVE STATION PER LUMP SUM SHALL INCLUDE EVERYTHING
BETWEEN AND INCLUDING THE DIP SLEEVES.
2.PAINT ALL PIPING INSIDE THE STATION PER SPEC SECTION 09900. ALL
PIPING ASSOCIATED WITH THE STATION SHALL BE DIP, CL52.
3.THE CITY ENGINEER SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS
PRIOR TO FABRICATION.
4.PRESSURE REDUCING VALVES SHALL BE CLA-VAL SERIES 90.
KEYNOTE:
1.WALL SLEEVE SIZED TO ACCOMMODATE 16" PIPE AND LINK SEAL. IF
APPROVED BY THE OWNER, IN WRITING, THE CONTRACTOR MAY
ESTABLISH THIS WATER TIGHT PENETRATION BY CORE DRILL AND LINK
SEAL.
1
16'x8' PRECAST
STRUCTURE
16"
DIP
(MATCH
WATERMAIN
PROFILE)
CONTRACTOR SHALL INSTALL 6" MIN. AGGREGATE BASE
UNDER STRUCTURE BOTTOM TO ENSURE STRUCTURE IS LEVEL,
STABLE AND FREE FROM ANY ROCKING (INCIDENTAL)
12" MIN.
2
10" (PRV) PRESSURE
REDUCING/PRESSURE
SUSTAINING VALVE
(MECHANICAL)
CLA-VAL 90-01
4" GATE
VALVE
PI
PI
16"x10" RED.
1
6" MIN
INSTALL 6' OF 12" PVC PIPE BELOW SUMP
NEENAH R-1741-D
CASTING W/ 40"Ø
CLEAR OPENING
CL OF STRUCTURE
10" FLANGED
COUPLING
ADAPTER
16'
9'
4.0'
8'
18"x18" SUMP
16"x6" TEE
40"Ø CLEAR
OPENING
ACCESS ABOVE
OIL FILLED
PRESSURE
GAUGE (TYP.)
16" MJ SLEEVE
16" DIP
16" DIP
F&I COATED COPPER WIRE TO
MAINTAIN CONDUCTIVITY THROUGH
VAULT FOR LOCATING PURPOSES
ALUMINUM
LADDER
16"x10" REDUCER
16"x6" TEE
16"x10" REDUCER
16" MJ SLEEVE
10" GATE
VALVE
4" GATE
VALVE
10" GATE
VALVE
4" (PRV) PRESSURE
REDUCING WITH LOW
SEAT (MECHANICAL)
CLA-VAL 90-48
1.6
PLACE 8" CONT
JOINT WRAP AT
PERIMETER
PLACE 8" CONT
JOINT WRAP AT
PERIMETER
CONTRACTOR SHALL INSTALL 6" MIN. AGGREGATE BASE
UNDER STRUCTURE BOTTOM TO ENSURE STRUCTURE IS LEVEL,
STABLE AND FREE FROM ANY ROCKING (INCIDENTAL)
6"x4" REDUCER
103RD STREET S.103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD AROAD CWB
-
0
1
CHWL
:
7
1
2
.
2
0WB
-
0
1
BHWL
:
7
1
0
.
1
2WB
-
0
1AHWL
:
7
1
0
.
1
2 POND
6NWL
:
7
1
1
.
0
0HWL
:
7
1
4
.
1
8
OUTLOT C OUTLOT EOUTLOT FOUT
LO
T
D
1
2
3
4
1
2
3
4
BLOCK
1
1
2
3
4
B
LO
C
K
2OUTLOT AOUTLOT B
OUT
LO
T
Q
ROAD BGREY CLOUD TRAIL S. PROFILE18 IN SANITARY SEWER LIFT STATION CONNECTION PROFILEROAD A PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER AND WATERMAIN PLAN AND PROFILES 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70037FOR
REV
IEW
ON
LYPREL
IM
INARYNOT
FOR
CONS
TRUC
T
ION ROAD AGREY CLOUD TRAIL S.SANITARY MH 1 TO LIFT STATION WET WELLGENERAL NOTES:
NATURAL GAS103RD STREET S.103RD STREET S.GREY CLOUD TRAIL S.BURLINGTON NORTHERN SANTA FE RAILROAD103RD ST. S.GREY CLOUD TRAIL S.GREY CLOUD TRAIL S.ROAD BOUTLOT C
OUTLOT GOUTLOT E34567BLOCK 112345678OUTLOT AOUTLOT B8 FORCEMAIN PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER FORCEMAIN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70046FOR
REV
IEW
ON
LYPREL
IM
INARYNOT
FOR
CONS
TRUC
T
ION GENERAL NOTES:SANITARY SEWER FORCEMAIN
NSP GAS STUB NATURAL GAS103RD STREET S.8 FORCEMAIN PROFILEMISSISSIPPI LANDING 1ST ADDITION
FINAL PLAT
SANITARY SEWER FORCEMAIN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 70047FOR
REV
IEW
ON
LYPREL
IM
INARYNOT
FOR
CONS
TRUC
T
ION GENERAL NOTES:SANITARY SEWER FORCEMAIN NOTE:
>>>>>>>>>>
>
>
>llllllll
l
l
lFMFM
FMl l l l l l l l l l l l l l l l l lSSSS
SEEEEEUUUUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPGGCCCCCCCCCCCCCCCCCCCCCCCCCCCTRAN1086108710881
0
8
9
>>>>>>>>>>>>>>>>>>>>>>>>>>>16+0017+0018+00
19+0020+00
21+001+0016+0017+0018+00
19+0020+00
21+001+002+00780
790
800
810
820
780
790
800
810
820
812.49814.00+50812.87814.11+00811.67814.02+00
PROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
12' MIN. COVERMH 13STA 17+05RIM 812.87DEPTH 21.02INV 791.85 8" NINV 797.79 12" SWINV 791.85 21" EPLUG 13ASTA 1+38INV 797.96 12" NE40'-12" DIP
FOREMAIN
780
790
800
810
820
780
790
800
810
820
813.24813.916+50812.95814.117+00811.69814.0810.28814.018+00810.35813.7814.119+00814.2814.120+00814.1814.021+00814.021+50 12" RCPMH 13STA 17+05RIM 812.87DEPTH 21.02INV 791.85 8" NINV 797.79 12" SWINV 791.85 21" E137'-8" PVC SDR 26 @ 0.46%MH 14STA 18+42RIM 810.33DEPTH 17.86INV 792.48 8" NINV 792.48 8" S240'-8" PVC SDR 26 @ 0.46%MH 15STA 20+82RIM 814.07DEPTH 20.48INV 793.59 8" WINV 793.59 8" EINV 793.59 8" SEX MH 1STA 19+28RIM 813.65INV 793.80 8" WINV 793.70 8" EINV 793.70 8" SEX PLUG 28ASTA 20+90INV 793.62 8" WINV 793.62 8" E8'-8" PVC SDR 26
@ 0.40%
20'-8" PVC
@ 0.40%
PROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
780
790
800
810
820
780
790
800
810
820
814.00+75 814.01+00 814.6814.02+00 813.52+25MH 15STA 1+28RIM 814.07DEPTH 20.48INV 793.59 8" WINV 793.59 8" EINV 793.59 8" S20'-8" PVC
@ 0.40%EX MH 1STA 1+00RIM 813.65DEPTH 19.95INV 793.70 8" EEX PLUG 28ASTA 20+90INV 793.62 8" WINV 793.62 8" E8'-8" PVC SDR 26
@ 0.40%
76'-8" PVC SDR 26 @ 0.50%PLUG 15ASTA 2+04INV 793.97 8" W0 30 60N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 04/15/2023 - 11:18pmDrawing name: \\US0291-PPFSS01\SHARED_PROJECTS\193805569\CAD\Dwg\Plansheets\193805569_C402.dwgXrefs:, 193805569_BORDER, 193805569_XSNV, 193805569_XSXV, 193805569_XSXU, 193805569_XSNO, 193805569_XSXT, 193805569_XSCL, 193805569_XSNU, 193805569_XSSSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.APPR
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
www.stantec.com
COTTAGE GROVE, MN
SOUTH DISTRICT STREET & UTILITY IMPROVEMENTS
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
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.
DAVID R. SANOCKI
04/28/2022 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193805569 177
SANITARY SEWER & WATERMAIN PLAN & PROFILE
103RD STREET
R75
SANITARY SEWER NOTES:
1.STATIONING IN PROFILE REFLECTS PIPE STATIONING.
WATER MAIN NOTES:
1.ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE.
2.WATER MAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER.
3.HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT.
SNA-NORTH
PARKING
MH 13
MH 14
MH 15
PLUG 28A
R/W
TE 103RD STREET
TE
EX MH 1
PLUG 13A
R/W
PLUG 15A
12-21-20226 DRS REVISED STAGE 2
1
City Council Action Request
8.A.
Meeting Date 5/1/2024
Department Finance
Agenda Category Action Item
Title Approve Disbursements
Staff Recommendation Approve disbursements for the period of 04/12/2024 through
04/25/2024 in the amount of $1,844,205.68.
Budget Implication N/A
Attachments 1. Expense Approval Report 05-01-2024 Council Meeting
2. Payroll Check Register 05-01-2024 Council Meeting
1
City Council Action Request
10.A.
Meeting Date 5/1/2024
Department Public Works
Agenda Category Action Item
Title Utility/Engineering Building & Low Zone Water Treatment Plant
Fiber Optic Cable Project – Bid Award
Staff Recommendation Adopt resolution 2024-069 awarding the Utility/Engineering Building
and Low Zone Treatment Plant Fiber Optic Cable Project to
Castrejon Incorporated in the amount of $200,671.20.
Budget Implication $133,780.80 - 3M Settlement Funds, $66,890.40 - Utility Funds.
Attachments 1. 2024-05-01- UEB-LZWTP Fiber project Bid Award Memo
2. PE Recommendation to award letter Cottage Grove Project 193805365
3. Resolution - UEB -LZWTP Fiber Project Bid Award 2024-05-01
To:Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From:Ryan Burfeind, P.E., Public Works Director
Date:April 25, 2024
Re:Utility/Engineering Building & Low Zone Water Treatment Plant Fiber Optic Cable
Project – Bid Award
Background
An extension of the City’s fiber optic cable needs to be installed to serve the new City facilities
at Ideal Avenue South and 110th Street South. Both the Low Zone Water Treatment Plant and
the Utility/Engineering Building will be served with this proposed fiber optic cable to provide
data and telecommunications connectivity.
Discussion
Bids were opened Thursday, April 18th, 2024. Six Bids were received and the attached letter
from MI-TECH summarizes the bid results. The lowest bid submitted was from Castrejon
Incorporated in the amount of $200,671.20. The original engineer’s estimate was $210,000.
The costs will be split 2/3 to the Low Zone Water Treatment Plant Project (3M Settlement
eligible) and 1/3 to the Utility and Engineering building project.
Recommendation
It is recommended that the City Council adopt resolution 2024-069 awarding the
Utility/Engineering Building and Low Zone Treatment Plant Fiber Optic Cable Project to
Castrejon Incorporated in the amount of $200,671.20.
r/r/April19,2024HonorableMayorandCityCouncilCityofCottageGrove12800RavineParkwayCottageGrove,MN55016RE:LowZoneWaterTreatmentPlantandUtility/EngineeringBldg.FiberOpticStantecProjectNo.193805365BidResultsDearHonorableMayorandCityCouncil:BidswerereceivedfortheProjectstatedaboveonApril18,2024.TransmittedherewithisacopyoftheBidTabulationforyourinformationandfile.CopieswillalsobedistributedtoeachBidderoncetheProjecthasbeenawarded.Bidswerereceivedfrom6contractors.Thefollowingsummarizestheresults:ContractorBaseBidLc—CastrejonIncorporated$200,671.20--—MichelsUndergroundCable,Inc.$282,023.74ii—Dell-Comm,Inc.$299,184.40----MillerUtilities$304,354.60jg—Vinco,Inc.$418,349.80:::ComLinkSolutions,LLC$647,448.96ThelowBidderontheProjectwasCastrejonIncorporatedwithaTotalBaseBidAmountof$200,671.20whichcomparestotheEngineer’sOpinionofProbableCostsof$210,000.00.TheseBidshavebeenreviewedandfoundtobeinorder.IftheCityCouncilwishestoawardtheProjecttothelowBidder,thenCastrejonIncorporatedshouldbeawardedtheProjectontheTotalBaseBidAmountof$200,671.20.pgeIof24901StewartAve•Wausau,WI54401•715.3599400•www.mi-tech.us
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-069
RESOLUTION AWARDING THE BID FOR THE UTILITY/ENGINEERING
BUILDING AND LOW ZONE WATER TREATMENT PLANT AND FIBER OPTIC
CABLE PROJECT TO CASTREJON INCORPORATED IN THE AMOUNT OF
$200,671.20.
WHEREAS, plans and specifications for the Utility/Engineering Building and
Low Zone Water Treatment Plant Fiber Optic Cable Project were completed according
to City standards; and
WHEREAS, bids were requested to provide the necessary work; and
WHEREAS, six firms submitted bids; and
WHEREAS, it appears that Castrejon Incorporated provided the lowest
responsible bid; and
WHEREAS, it is the recommendation of the Public Works Director that the bid
be awarded to Castrejon Incorporated in the amount of $200,671.20.
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of
Cottage Grove, County of Washington, State of Minnesota, that the bid for the
Utility/Engineering Building and Low Zone Water Treatment Fiber Optic Cable Project
is awarded to Castrejon Incorporated in the amount of $200,671.20.
Passed this 1st day of May 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
1
City Council Action Request
11.A.
Meeting Date 5/1/2024
Department Community Development
Agenda Category Action Item
Title ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site
Plan Review
Staff Recommendation 1) Adopt Resolution 2024-071 approving the Preliminary and Final
Plat to be called SWCSD Transportation Facility in order to combine
the lot located at 8585 West Point Douglas Road South and the lot
located at 8587 West Point Douglas Road South into one platted
lot. 2) Adopt Resolution 2024-072 to approve the Site Plan Review
to install one new 20,000 gallon above ground fuel tank and
associated pump(s).
Budget Implication N/A
Attachments 1. ISD 833 Fuel Tank CC Memo
2. ISD 833 Fuel Tank Resolution - PP and FP
3. ISD 833 Fuel Tank Resolution - Site Plan Review
4. ISD 833 Fuel Tank Engineering Plans
5. ISD 833 Fuel Tank SWCSD Plat
6. ISD 833 Fuel Tank Review Letter
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Conner Jakes, Associate Planner
DATE: April 25, 2024
RE: ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site Plan Review
Proposal
BKBM Engineers (Applicant), on behalf of ISD 833 (Property Owner), has submitted applications
for a Preliminary Plat, Final Plat, and Site Plan Review at 8585 West Point Douglas Road South
and 8587 West Point Douglas Road South. The Applicant is proposing to combine the two lots
into one platted lot via the preliminary and final plat; and to install a new above-ground fuel tank
along with abandonment of the existing underground fuel tank via a site plan review. The subject
site is located on a total of 8.5 acres of land to the north of the current CPKC rail line, west of the
Glengrove Business Addition, and east of a 25.3-acre site owned by Capp Industries, Inc.
Site Location
Review Schedule
Application Received: March 27, 2024
Application Accepted: March 27, 2024
Planning Commission Meeting: April 22, 2024
City Council Meeting: May 1, 2024
60-Day Review Deadline: May 26, 2024
Honorable Mayor, City Council, and Jennifer Levitt
ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site Plan Review
April 25, 2024
Page 2 of 8
Background
The subject site consists of two existing lots. The western lot of the site, addressed as 8585 West
Point Douglas Road, was developed in the 1970s for school bus parking and maintenance. The
development of this lot occurred prior to the enactment of the City’s current quality development
standards including landscaping, setbacks, architecture, and impervious surface coverage. Due
to the lot being developed prior to the City’s current development standards, the existing lot con -
sists of inadequacies that are addressed through this current planning a pplication. The eastern
lot of the site, addressed as 8587 West Point Douglas Road, was developed in 2001 and included
the construction of an office building, employee parking area, and stormwater facilities. This lot
was developed following the City’s adoption of quality development standards and was reviewed
under the standards at the time the application was submitted.
2023 Aerial
Planning Commission Meeting
At their April 22, 2024, meeting the Planning Commission reviewed this request and held a public
hearing. One resident provided public testimony about the applications, which is summarized
below, and the Commission asked for clarification on the following:
Honorable Mayor, City Council, and Jennifer Levitt
ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site Plan Review
April 25, 2024
Page 3 of 8
• Please explain the difference between metes and bounds legal description and platted
property.
o Staff stated that metes and bounds legal descriptions are generally used in rural
and undeveloped areas in which physical objects and locations are used to describe
the land. A platted property is generally used with new development in which a lot
and block description is recorded on a plat map. The plat map will show all of the lot
and block numbers of the particular development, which records the legal descrip -
tions on public record. The lot at 8585 West Point Douglas Road South still has a
legal description in metes and bounds as it was constructed prior to current devel -
opment standards and methods, while the lot at 8587 West Point Douglas Road
South is a platted lot as it was constructed in 2001 and followed current development
standards and methods.
• Has the stormwater pond onsite been reconfigured to account for increased impervious
surface coverage? Will the applicant be required to test for contamination when the below
ground fuel tanks are removed?
o Staff stated the Applicant has submitted plans to reconfigure the pond to account
for the increased impervious surface coverage and has submitted the required mod -
eling to show the reconfiguration is sufficient for the increased coverage. In addition,
if the Applicant encounters any contamination upon the removal of the existing fuel
tanks the contamination will be mitigated concurrent with MPCA standards and City
Code Requirements.
• Please explain the selection of an above ground fuel tank rather than a below ground fuel
tank.
o Staff stated an above ground fuel tank was selected due to the Applicant’s prefer-
ence based on cost, maintenance, and the ability to easier detect any leakage.
• A resident spoke about their concern regarding the potential distance of the fuel tank to the
rail line to the south of the property.
o Staff stated the distance of the fuel tank to the rail meets all applicable code require -
ments and setbacks.
Planning Considerations
Zoning and Comprehensive Plan
The subject site is zoned PB, Planned Business, and is guided as Commercial in the 2040 Com -
prehensive Plan. The proposed use is not listed as a permitted or conditional use within the PB
zoning District. The original site (8585 West Point Douglas Road) wa s constructed prior to the
enactment of the City’s quality development standards and the expansion site (8587 West Point
Douglas Road) received approvals in 2001 in the form of a site plan review and a conditional use
permit to expand the nonconforming use.
Preliminary Plat and Final Plat
The application consists of a preliminary and final plat in order to combine the existing two parcels
into one parcel. As part of the 2001 approvals, a condition noted that the two existing parcels shall
be combined; however, the combination has not been completed due to the County requiring the
two lots be platted in order to be combined. Therefore, a preliminary and final plat approval is
Honorable Mayor, City Council, and Jennifer Levitt
ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site Plan Review
April 25, 2024
Page 4 of 8
required as the lot addressed as 8585 West Point Douglas Road has never been previously plat -
ted (created with a metes and bounds description) while the lot addressed as 8587 West Point
Douglas Road has been previously platted as part of the Glengrove Business Addition plat.
The proposed plat, as shown below, combines the two existing parcels into one lot while also
platting the following easements: 25-foot utility easement along front property line, 20 -foot drain-
age and utility easement over the center of the newly created l ot to encompass the City trunk
watermain, and the standard 10-foot perimeter drainage and utility easement.
Proposed Plat
Site Plan Review
The proposed modifications to the site include the installation of one new 20,000 gallon above
ground fuel tank and associated pump(s) near the south side of the property. The Applicant will
be required to remove the two existing 10,000 -gallon underground fuel tanks and associated
pump(s) currently in use located at the north side of the property. As part of the installation of the
new above-ground fuel tank near the south side of the property, the site layout will be altered with
changes related mainly to parking and landscaping. However, the Applicant has also taken the
opportunity to obtain compliance with city code requirements related to the trash enclosure and
monument signage.
Site Access
The site currently has three existing curb cuts with access to West Point Douglas Road. The two
accesses located in the northwest of the site contain rolling gates to deter unauthorized access
to the bus garage parking lot. The access located in the northeast corner of the site provides
access to the employee parking lot in the southeast corner of the site. No additional accesses are
proposed as part of these applications.
Honorable Mayor, City Council, and Jennifer Levitt
ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site Plan Review
April 25, 2024
Page 5 of 8
Site Access Locations
Parking
Due to the site being considered nonconforming as the site was developed prior to the City’s
adoption of quality development standards, City Code Title 11-3-4 does not list a specific number
of parking stalls required. The site currently consists of 203 standard vehicle parking stalls, the
proposed site plan indicates 166 stalls are proposed which is a loss of 37 stalls. The Applicant
believes the parking needs will be adequately met for the use as the transportation facility which
currently employs 115 drivers and 10 office staff. Assuming one stall per staff and driver, the
number of parking stalls required would be 125 stalls. The proposed 166 parking stalls would
meet this need and provide 41 stalls more than the number of current employees onsite. The 4 1
additional stalls will provide room for additional growth if and/or when it may be needed.
Proposed Parking
Honorable Mayor, City Council, and Jennifer Levitt
ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site Plan Review
April 25, 2024
Page 6 of 8
Trash Enclosure
The existing trash receptacles are currently stored in the center of the site; however, they are not
stored in a required enclosure. The Applicant is proposing to construct and install a trash enclo -
sure to be constructed with materials and colors that com plement the principal structure onsite as
required by City Code Title 11-3-8. In addition, City Code Title 11-3-8 also requires that trash
enclosures be setback a minimum of 10 feet from the adjacent property lines. The proposed trash
enclosure meets the setback requirements to all adjacent property lines of the combined parcel.
Proposed Trash Enclosure Location
Proposed Trash Enclosure
Tree Preservation
City Code Title 11-3-13 requires completion of a tree inventory (all qualifying trees) for the project
area of a proposed development. The Applicant completed and submitted a Tree Preservation
Plan that included a tree survey of the existing trees onsite. City Code Title 11-3-13 allows for the
removal of up to 50 percent of the qualifying inches existing onsite without the need to provide
tree mitigation. There are a total of 229 qualifying inches onsite and proposed removal of 30
Honorable Mayor, City Council, and Jennifer Levitt
ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site Plan Review
April 25, 2024
Page 7 of 8
qualifying inches. The proposed inches to be removed does not total more than 50 percent
removal and does not require tree mitigation.
Landscaping
The Applicant has submitted a detailed landscape plan. City Code Title 11 -3-12 requires that a
minimum number of trees and shrubs be provided based on the gross square footage of the
subject site.
Landscape Plantings Planned Business District
Standards
Proposed
Overstory Trees 9 9
Coniferous Trees 9 9
Shrubs 21 21
Fencing
The existing fencing on site consists of an 8-foot-tall chain link fence with barbed wire that sur-
rounds the subject site. At such time the existing chain link fence adjacent to West Point Douglas
Road South is replaced, the fence will be required to be replaced with the Ameristar Montage
fence. The Ameristar Montage fence is a decorative fence that is found throughout the Cit y’s
commercial areas and is consistent with the developed properties along West Point Douglas Road
South.
Signage
A monument sign is currently located adjacent to the entrance drive off of West Point Douglas
Road South within a drainage and utility easement, which will be required to be relocated outside
of the easement or removed.
Grading and Surface Water Management
The applicant is proposing minor grading in multiple areas of the site to account for the addition
of the above-ground fuel tanks. In addition, the applicant is proposing to regrade the private storm -
water basin on the site to accommodate the additional impervious area that is being created as
part of the proposed project. The proposed grading and associated drainage are proposed to
meet the surface water management requirements established by the State, Watershed District,
and the City’s Surface Water Management Plan.
Utilities
The Applicant is not proposing any modifications to the sanitary sewer or watermain connections
that are existing.
Development Fees
All applicable development fees have been paid at the time of development; therefore, no addi -
tional development fees are required as part of this proposal.
Public Hearing Notices
The public hearing notice for the April 22, 2024, Planning Commission meeting was published in
the Saint Paul Pioneer Press and mailed on April 10, 2024, to 22 property owners that are within
500 feet of the proposed project. Staff has not received any comments at the time of writing the
report.
Honorable Mayor, City Council, and Jennifer Levitt
ISD 833 Transportation Facility – Preliminary Plat, Final Plat, Site Plan Review
April 25, 2024
Page 8 of 8
Recommendation
The City Council is recommended to take the following actions:
1. Adopt Resolution 2024-071approving the Preliminary and Final Plat to be called SWCSD
Transportation Facility in order to combine the lot located at 8585 West Point Douglas Road
South and the lot located at 8587 West Point Douglas Road South into one platted lot.
2. Adopt Resolution 2024-072 to approve the Site Plan Review to install one new 20,000 gallon
above ground fuel tank and associated pump(s).
Attachments
• Engineering Plans dated 3/28/2024
• SWCSD Transportation Facility Final Plat
• Plan Review Comment Letter dated 3/25/2024
CITY OF COTTAGE GROVE
CITY COUNCIL
RESOLUTION NO. 2024-071
RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLAT TO BE CALLED
SWCSD TRANSPORTATION FACILITY IN ORDER TO COMBINE THE LOT
LOCATED AT 8585 WEST POINT DOUGLAS ROAD SOUTH AND THE LOT LOCATED
AT 8587 WEST POINT DOUGLAS ROAD SOUTH INTO ONE PLATTED LOT
WHEREAS, BKBM Engineers on behalf of ISD 833, has applied for a preliminary plat and
final plat to combine the lot located at 8585 West Point Douglas Road South and the lot located
at 8587 West Point Douglas Road South into one platted lot to be located on property legally
described as:
Lot 1, Block 1, Glengrove Business Addition, Washington County, Minnesota.
AND
All that part of Sections 16 and 21, Township 27 North, Range 21 West, in the City of
Cottage Grove, Washington County, Minnesota, described as follows:
Commencing at the northwest corner of Section 21, Township 27 North, Range 21
West, Washington County, Minnesota: thence on an assumed bearing of Due South
along the section line between Sections 20 and 21 for 199.8 feet (also recorded as
197 feet) to the northeasterly right-of-way of the Chicago, Milwaukee, St. Paul, and
Pacific Railroad, which is the point of beginning of this description; thence North 58
degrees 13 minutes 38 seconds East along the southeasterly line of that particular
tract of land as established by conveyance to Lee W. Bailey by Warranty Deed as
recorded in Book 149 of Deeds, Page 217, for a distance of 530.09 feet to the
southwesterly right-of-way of the service road which is parallel to and 60 feet
southwesterly of the present Southwesterly right-of-way of U.S. Highways 10 and
61; thence South 39 degrees 38 minutes 00 seconds West at right angles to said
service road right-of-way, for 497.10 feet to said northeasterly right-of-way of the
Chicago, Milwaukee, St. Paul, and Pacific Railroad; thence North 52 degrees 09
minutes 22 seconds West along said northeasterly right -of-way for 169.19 feet to
the point of beginning.
AND
All that part of Sections 6, 17, 20, and 21, Township 27 North, Range 21 West in the
City of Cottage Grove, Washington County, Minnesota, described as follows:
Commencing at the Section Corner to Sections 16, 17, 20, and 21, Township 27
North, Range 21 West, Washington County, Minnesota; thence on an assumed
bearing of Due South along the section line between Sections 20 and 21 for 199.8
feet (also recorded as 197 feet) to the northeasterly right -of-way of the Chicago,
Milwaukee, St. Paul, and Pacific Railroad, which is the point of beginning of this
description; thence North 58 degrees 13 minutes 28 seconds East along the
southeasterly line of that particular tract of land as established by conveyance to
Lee W. Bailey by Warranty Deed as recorded in Book 149 of Deeds, Page 217, for
a distance of 530.09 feet to the southwesterly right-of-way of the service road which
City of Cottage Grove
City Council Resolution No. 2024-071
Page 2 of 2
is parallel to and 60 feet Southwesterly of the present Southwesterly right -of-way of
U.S. Highways 10 and 61; thence North 50 degrees 22 minutes 00 seconds West
along said Southwesterly right-of-way of the service road, for 391. 27 feet; thence
South 39 degrees 38 minutes 00 seconds West, at right angles to said service road
right-of-way, for 509.16 feet to said Northeasterly right-of-way of the Chicago,
Milwaukee, St. Paul, and Pacific Railroad; thence South 52 degrees 09 minutes 22
seconds East for 222.45 feet to the point of beginning.
Commonly known as 8585 West Point Douglas Road South and 8587 West Point
Douglas Road South, Cottage Grove, Washington County, State of Minnesota.
WHEREAS, public hearing notices were mailed to surrounding property owners within 500
feet of the proposed development site and a public hearing notice was published in the Saint Paul
Pioneer Press; and
WHEREAS, the Planning Commission held the public hearing on this application on April 22,
2024; and
WHEREAS, the public hearing was open for public testimony and testimony from the appli-
cant and the public was received and entered into the public record; and
WHEREAS, the Planning Commission unanimously (7-to-0 vote) recommended approval
of the preliminary plat to be called SWCSD Transportation Facility, subject to certain conditions.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove,
Washington County, Minnesota, hereby approves the preliminary plat and final plat to combine
the lot located at 8585 West Point Douglas Road South and the lot located at 8587 West Point
Douglas Road South into one platted lot. The approval of the preliminary plat and final plat are
subject to the following conditions:
1. Prior to the issuance of a grading permit, the final plat shall be recorded with the
Washington County Recorder’s Office and the final grading plan shall be approved
by the City Engineer.
2. Prior to the release of the final plat, a final landscaping plan shall be approved in
writing by planning staff.
Passed this 1st day of May 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
CITY OF COTTAGE GROVE
CITY COUNCIL
RESOLUTION NO. 2024-072
RESOLUTION APPROVING THE SITE PLAN REVIEW TO INSTALL
ONE NEW 20,000 GALLON ABOVE GROUND FUEL TANK AND ASSOCIATED
PUMP(S) AT ISD 833 SCHOOL BUS GARAGE SITE LOCATED AT
8585 AND 8587 WEST POINT DOUGLAS ROAD SOUTH
WHEREAS, BKBM Engineers on behalf of ISD 833, has applied for a site plan review to
install one new 20,000 gallon above ground fuel tank and associated pump(s) to be located on
property legally described as:
Lot 1, Block 1, Glengrove Business Addition, Washington County, Minnesota.
AND
All that part of Sections 16 and 21, Township 27 North, Range 21 West, in the City of
Cottage Grove, Washington County, Minnesota, described as follows:
Commencing at the northwest corner of Section 21, Township 27 North, Range 21
West, Washington County, Minnesota: thence on an assumed bearing of Due South
along the section line between Sections 20 and 21 for 199.8 feet (also recorded as
197 feet) to the northeasterly right-of-way of the Chicago, Milwaukee, St. Paul, and
Pacific Railroad, which is the point of beginning of this description; thence North 58
degrees 13 minutes 38 seconds East along the southeasterly line of that particular
tract of land as established by conveyance to Lee W. Bailey by Warranty Deed as
recorded in Book 149 of Deeds, Page 217, for a distance of 530.09 feet to the
southwesterly right-of-way of the service road which is parallel to and 60 feet
southwesterly of the present Southwesterly right-of-way of U.S. Highways 10 and
61; thence South 39 degrees 38 minutes 00 seconds West at right angles to said
service road right-of-way, for 497.10 feet to said northeasterly right-of-way of the
Chicago, Milwaukee, St. Paul, and Pacific Railroad; thence North 52 degrees 09
minutes 22 seconds West along said northeasterly right -of-way for 169.19 feet to
the point of beginning.
AND
All that part of Sections 6, 17, 20, and 21, Township 27 North, Range 21 West in the
City of Cottage Grove, Washington County, Minnesota, described as follows:
Commencing at the Section Corner to Sections 16, 17, 20, and 21, Township 27
North, Range 21 West, Washington County, Minnesota; thence on an assumed
bearing of Due South along the section line between Sections 20 and 21 for 199.8
feet (also recorded as 197 feet) to the northeasterly right -of-way of the Chicago,
Milwaukee, St. Paul, and Pacific Railroad, which is the point of beginning of this
description; thence North 58 degrees 13 minutes 28 seconds East along the
southeasterly line of that particular tract of land as established by conveyance to
Lee W. Bailey by Warranty Deed as recorded in Book 149 of Deeds, Page 217, for
a distance of 530.09 feet to the southwesterly right-of-way of the service road which
is parallel to and 60 feet Southwesterly of the present Southwesterly right -of-way of
City of Cottage Grove
City Council Resolution No. 2024-072
Page 2 of 4
U.S. Highways 10 and 61; thence North 50 degrees 22 minutes 00 seconds West
along said Southwesterly right-of-way of the service road, for 391. 27 feet; thence
South 39 degrees 38 minutes 00 seconds West, at right angles to said service road
right-of-way, for 509.16 feet to said Northeasterly right-of-way of the Chicago,
Milwaukee, St. Paul, and Pacific Railroad; thence South 52 degrees 09 minutes 22
seconds East for 222.45 feet to the point of beginning.
Commonly known as 8585 West Point Douglas Road South and 8587 West Point
Douglas Road South, Cottage Grove, Washington County, State of Minnesota.
WHEREAS, public hearing notices were mailed to surrounding property owners within 500
feet of the proposed development site and a public hearing notice was published in the Saint Paul
Pioneer Press; and
WHEREAS, the Planning Commission held the public hearing on this application on April 22,
2024; and
WHEREAS, the public hearing was open for public testimony and testimony from the appli-
cant and the public was received and entered into the public record; and
WHEREAS, the Planning Commission unanimously (7-to-0 vote) recommended approval
of the site plan review to install one new 20,000 gallon above ground fuel tank and associated
pump(s), subject to certain conditions.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Cottage Grove,
Washington County, Minnesota, hereby approves the site plan review to install one new 20,000
gallon above ground fuel tank and associated pump(s), located on the property legally described
above. The approval of the site plan review is subject to the following conditions:
1. The project shall be completed in accordance with the plans submitted as amended
by the conditions of approval. Any significant changes to the plans, as determined
by planning staff, shall require review and approval by the Planning Commission
and City Council.
2. Prior to the issuance of a building permit, the Developer shall incorporate the
recommendations, requirements, and evaluations noted in the comment letter dated
March 25, 2024, and subject to modifications that are agreed to by the Applicant
and City Engineer. All comments shall be adopted herein by reference.
3. All applicable permits (i.e.; building, demo, electrical, grading, right of way and
mechanical) and a commercial plan review packet must be completed, submitted,
and approved by the City prior to the commencement of any construction activities.
Detailed construction plans must be reviewed and approved by the Building Official,
City Engineer, and Fire Marshal.
4. The Applicant shall apply for and receive a demolition permit prior to work com -
mencing on the removal of the two existing underground fuel tanks and other struc -
tures noted for removal. The Fire Marshal must witness that the old tanks and piping
were removed, and the tanks were purged of flammable vapors.
City of Cottage Grove
City Council Resolution No. 2024-072
Page 3 of 4
5. Installation of landscaping shall occur in a timely fashion and be consistent with an
approved plan. At such time of installation, the Planning Department shall conduct
an inspection to verify compliance with the landscape plan. One year from the date
of initial inspection a follow-up inspection shall be conducted to verify survivability,
if the required plantings do not survive they shall be replaced within a timely fashion.
6. The grading and erosion control plan for the site must comply with NPDES II Permit
requirements. Erosion control devices must be installed prior to commencement of
any grading activity. Erosion control must be performed in accordance with the rec-
ommended practices of the “Minnesota Construction Site Erosion and Sediment
Control Planning Handbook” and the conditions stipulated in Title 9 -7-1, Erosion
Control During Construction, of the City’s Subdivision Ordinance. The Applicant
shall be responsible for the costs for the City to inspect the site in relation to erosion
control conformance.
7. The Applicant must provide the City with an as-built survey of all utilities and grading
plan.
8. The proposed trash enclosure shall be constructed using materials and patterns that
complement those used on the building.
9. Rubbish, waste, and recycling containers shall be stored within an appropriately
sized enclosed structure compliant with City ordinance screening requirements and
shall always be maintained so as not cause odors or other public nuisances.
10. The Applicant is responsible for removing debris from all adjacent public and private
roadways during their grading and construction process. The adjacent streets shall
be swept clean daily or as needed.
11. All areas of the site, where practical, shall be established and maintained per the
approved final landscaping plan.
12. Bus parking is prohibited in the southeastern parking lot.
13. Irrigation shall be provided for all landscaped areas. The irrigation system shall con -
sist of an underground sprinkling system that is designed by a professional irrigation
installer to meet the water requirements of the site’s specific vegetation. The system
shall be detailed on the final landscape plan.
14. Any fencing constructed adjacent to West Point Douglas Road, including fencing on
metal rolling gates, shall be the Ameristar Montage fence as noted in the plan set
dated March 28, 2024. Alternate fence types adjacent to West Point Douglas Road
may be approved by planning staff in writing.
15. At such time the Applicant applies for a building permit for the installation of the fuel
tank, a demolition permit for the removal of the existing tanks shall be applied for.
City of Cottage Grove
City Council Resolution No. 2024-072
Page 4 of 4
16. Signage is not approved as part of this application. Any proposed signage shall meet
the requirements of the sign ordinance and require a separate building permit.
Passed this 1st day of May 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
TITLE SHEETT1.0VICINITY MAPISD 833 TRANSPORTATION FACILITYFUEL TANK INSTALLATIONCOTTAGE GROVE, MINNESOTADRAWING INDEXGEOTECHNICALBRAUN INTERTEC11001 HAMPSHIRE AVENUE SMINNEAPOLIS, MNCONTACT: STEVE MOENPHONE: 651-666-9355PROJECT LOCATIONPROJECT DIRECTORYSURVEYORSUNDE LAND SURVEYING9001 EAST BLOOMINGTONFREEWAY (35W) SUITE 118BLOOMINGTON, MN 55420CONTACT: LENNY CARLSON, R.L.S.PHONE: 952-886-3109FAX: 952-888-9526ELECTRICAL ENGINEERISG7900 INTERNATION DRIVE, SUITE 500BLOOMINGTON, MN 55425CONTACT: SCOTT HUTCHINS, P.E.PHONE: 952-426-0699WATERSHED DISTRICTSOUTH WASHINGTONWATERSHED DISTRICT2302 TOWER DR.WOODBURY, MN 55447CONTACT: JOHN LOOMISPHONE: 651-714-3714SCHOOL DISTRICTSOUTH WASHINGTON COUNTY SCHOOLS7362 E POINT DOUGLAS RD.COTTAGE GROVE, MN 55016DISTRICT CONTACT: KYLE UECKERPHONE: 651-425-6299NATURAL GAS UTILITYCENTERPOINT ENERGYPHONE: 612-372-4727TELEPHONE ANDCABLE UTILITIESCENTURYLINK800-526-3557COMCAST651-222-3333HUGHESNET651-458-0315ELECTRIC UTILITYEXCEL ENERGYPHONE: 612-330-5500COTTAGE GROVE ENGINEER12800 RAVINE PARKWAY SOUTHCOTTAGE GROVE, MN 55016CONTACT: AMANDA MEYER, P.E.PHONE: 651-458-2848T1.0TITLE SHEETC1.0SELECTIVE SITE DEMOLITION AND EROSION CONTROL PLANC2.0GRADING, DRAINAGE, AND EROSION CONTROL PLANC3.0UTILITY PLANC4.0PAVING AND GEOMETRIC PLANC4.1ALTERNATES - PAVING AND GEOMETRIC PLANC5.0CIVIL DETAILSC5.1CIVIL DETAILSC6.0STORMWATER POLLUTION PREVENTION PLAN - EXISTING CONDITIONSC6.1STORMWATER POLLUTION PREVENTION PLAN - PROPOSED CONDITIONSDATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comCIVIL ENGINEERBKBM ENGINEERS6120 EARLE BROWN DRIVE, SUITE 700MINNEAPOLIS, MN 55430CONTACT: KEVIN BOHL, P.E.PHONE: 763-843-0420FAX: 763-843-0421LANDSCAPECALYX DESIGN GROUP475 CLEVELAND AVENUE NORTH, SUITE 101ASAINT PAUL, MN 55104CONTACT: BEN HARTBERG, PLA/ASLA/LEED APPHONE: 651-788-9018L1-1TREE PRESERVATION PLANL1-2LANDSCAPE PLAN - AREA 'A'L1-3LANDSCAPE PLAN - AREA 'B'L1-4LANDSCAPE DETAILSL1-5FENCE DETAILSL1-6FENCE DETAILSE-1ELECTRICAL SITE PLANE-2 ELECTRICAL SCHEDULES, DETAILS, AND DIAGRAMS
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comSELECTIVE SITEDEMOLITIONAND EROSIONCONTROL PLANC1.0
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comGRADING,DRAINAGE, ANDEROSIONCONTROL PLANC2.0
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comUTILITY PLANC3.0···································
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comPAVING ANDGEOMETRICPLANC4.0” ’
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comALTERNATES -PAVING ANDGEOMETRICPLANC4.1” ’
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comCIVIL DETAILSC5.0
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comCIVIL DETAILSC5.1
12435263DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comSTORM WATERPOLLUTIONPREVENTION PLAN- EXISTINGCONDITIONSC6.0
123675432DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280CDsISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATION52209RevisionsNo.DescriptionDateKevin A. BohlBKBMENGINEERS03/28/2024WHNPA03/28/20246120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comSTORM WATERPOLLUTIONPREVENTION PLAN- PROPOSEDCONDITIONSC6.1
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STORM BASIN PER CIVIL PLANSPAVING PER CIVIL PLANSPAVING PER CIVIL PLANSEXISTING TREES TOBE REMOVED, TYP.EXISTING TREES TOBE REMOVED, TYP.EXISTING TREES TO REMAINPROTECT PER DETAIL 1.FUEL TANKEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING TREES TO REMAINPROTECT PER DETAIL 1.EXISTING TREES TO REMAINPROTECT PER DETAIL 1.EXISTING TREES TO REMAINPROTECT PER DETAIL 1.OUTLET RIP-RAP PER CIVIL SPEC.PROJECT WORK LIMITS, TYP.PROJECT WORK LIMITS, TYP.EXISTING GARAGEEXISTING OFFICEEXISTING OFFICEEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PATH TO REMAINEXISTING TREES TOBE REMOVED, TYP.TREE PRESERVATION PLAN:DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CDateLic. No.KEY PLANCDsRevisionsNo.DescriptionDateBENJAMIN D. HARTBERG, PLA03-28-2024HLBH03-28-2024BKBMENGINEERS6120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com48084I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Landscape Architect under thelaws of the state of Minnesota.DESIGN GROUP475 Cleveland Avenue N, Suite 101ASt. Paul, MN 55104Phone: (651) 788-9018www.calyxdesigngroup.comLandscape Architecture | Planning8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280ISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATIONTREEPRESERVATIONPLANL1-1Existing Tree To Remain1. Refer to Sheets L1-2 & L1-3 for Landscape Plans.2. Refer to Sheet L1-3 for Landscape Details, Notes, and Schedules.3. Refer to Sheet L1-4 for Tree Inventory Schedule and Landscape Details.4. Refer to Sheets L1-5 & L1-6 for Fencing Details5. Contractor to coordinate work in the city easement or right-of-way with City of Cottage Grove.6. Protect existing trees to remain from damage during construction.7. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. Re-use stripped topsoil.8. Protect existing paving during landscape installation.General Notes:landscape legend:XExisting Tree To Be Removed1L1-1TREE PROTECTION DETAILNOT TO SCALEDRIP LINENOTE: TREE PROTECTION SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED TO AIDE IN SURVIVABILITY OFEXISTING TREES TO REMAIN. DO NOT STORE MATERIALS OR DRIVE EQUIPMENT WITHIN THE TREE DRIP LINE ASDESIGNATED ABOVE. MAINTAIN THE FENCE INTEGRITY AT ALL TIMES THROUGHOUT CONSTRUCTION.TREE PROTECTION FENCE SHALL BE IN PLACE PRIOR TO THE START OF DEMOLITION.PLANELEVATION4' SNOW FENCE WITH POSTS @8' O.C. (MAX.) AT EDGE OFCRITICAL ROOT ZONE (A RADIUSOF 1-1/2 FEET FOR EVERY 1INCH OF DBH FOR THE TREETRUNK OF THE TREE BEINGPRESERVED. REFER TO PLANFOR LOCATION.TREE NOTED TO REMAINPROTECT EXISTING TREES TO REMAINTree Protection Fence
PAVING PER CIVIL PLANSROCK MULCH & WEED MATFROM FENCE TO CURB.SEE NOTES & SPEC.EXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINNATIVE SEED FROM OWLUP TO THE 812 CONTOUR.6' SOD STRIP AT BASIN EDGE.PROJECT WORK LIMITS, TYP.FENCED TRASH ENCLOSURE.SEE SHEET L1-5 FOR FENCEDETAILS AND CIVIL PLANS FORCONCRETE PAD INFORMATION.SEED / SOD LINEEXISTING TURFTO REMAIN.8' CHAIN LINK FENCE PER DETAILMATCHLINE
MATCHLINE
MATCHLINE
MATCHLINE8' CHAIN LINK FENCE PER DETAIL26' WIDE DOUBLE MOTORIZEDROLLING GATE, SEE DETAIL.REFER TO ELECTRICAL FOR32' WIDE DOUBLE MANUAL ROLLINGGATE, SEE DETAIL.8' ORNAMENTAL METAL FENCE PER DETAIL8' ORNAMENTAL METAL FENCE PER DETAIL8' ORNAMENTAL METAL FENCE PER DETAIL4' SWING GATE WITH 8' ORNAMENTAL METAL FENCE PER DETAILOPERATORS AND CONTROLS.32.0'26.0'MANUAL PUSH PIN LOCKEMBEDDED BOLLARDS(8) PER CIVIL DETAIL 12/C5.0EXISTING GARAGEEXISTING OFFICEALTERNATE #3ALTERNATE #3ALTERNATE #3ALTERNATE #3ALTERNATE #3ALTERNATE #3ALTERNATE #3ALTERNATE #3EMBEDDED BOLLARDSPER DETAILALTERNATE #3EXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINWHERE EXISTING CHAIN LINK FENCEWAS REMOVED, CONTRACTORSHALL ADD TOPSOIL AND SEEDTO RE-ESTABLISH TURF.LANDSCAPE EDGER, TYP.ADD TOPSOIL AND TURF SEEDTO DISTURBED LIMITS.EX. GRASSEXISTING PATH TO REMAIN.15.0'15.0'10'X15' EXIT LOOP DETECTOR10'X20' INTERRUPT LOOP DETECTORPER SPECIFICATIONS4' SWING GATE WITH MANUAL PUSH PIN LOCKALTERNATE #3PER SPECIFICATIONSLANDSCAPE LAYOUT PLAN:DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CDateLic. No.KEY PLANCDsRevisionsNo.DescriptionDateBENJAMIN D. HARTBERG, PLA03-28-2024HLBH03-28-2024BKBMENGINEERS6120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com48084I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Landscape Architect under thelaws of the state of Minnesota.DESIGN GROUP475 Cleveland Avenue N, Suite 101ASt. Paul, MN 55104Phone: (651) 788-9018www.calyxdesigngroup.comLandscape Architecture | Planning8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280ISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATIONLANDSCAPEPLAN - AREA 'A'L1-2Existing Tree To RemainProposed Rock MulchProposed Turf Sod Proposed Native Seed OnBasin Sides Slopes.Per City of Cottage Grove Requirements: Overstory Trees and Woody Shrubsare required as a ratio of site area - shown as project work limits only.Site Area (excluding storm basin): 52,860sf New Overstory Deciduous Trees Required: 07 New Overstory Coniferous Trees Required: 07 New Woody Shrubs Required: 21Municipal Landscape Calculations:1. Refer to Sheet L1-1 for Tree Preservation Plan.2. Refer to Sheets L1-2 & L1-3 for Landscape Plans.3. Refer to Sheet L1-4 for Landscape Details, Notes, and Schedules.4. Refer to Sheets L1-5 & L1-6 for Fencing Details5. Contractor to coordinate work in the city easement or right-of-way with City of Cottage Grove.6. Protect existing trees to remain from damage during construction.7. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. Re-use stripped topsoil.8. Protect existing paving during landscape installation.9. Refer to Electrical Site Plan for information regarding loop detector and automatic gate power requirements.General Notes:landscape legend:AB
STORM BASIN PER CIVIL PLANS
SNOW STORAGE AREA PAVING PER CIVIL PLANSEDGER AND ROCK MULCHROCK MULCH & WEED MATFROM FENCE TO CURB.NATIVE SEED FROM FENCETO LOT LINE.SEE NOTES & SPEC.AT ALL SHRUB BEDS.SEE NOTES & SPEC.PAVING PER CIVIL PLANSROCK MULCH & WEED MATFROM FENCE TO CURB.SEE NOTES & SPEC.FUEL TANKEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINEXISTING PAVING TO REMAINNATIVE SEED FROM OWLUP TO THE 812 CONTOUR.6' SOD STRIP AT BASIN EDGE.TURF SOD FROM 812 CONTOURTO BACK OF CURB ALONG DRIVE.PROJECT WORK LIMITS, TYP.PROJECT WORK LIMITS, TYP.FENCED TRASH ENCLOSURE.SEE SHEET L1-5 FOR FENCEDETAILS AND CIVIL PLANS FORCONCRETE PAD INFORMATION.SEED / SOD LINEEXISTING TURFTO REMAIN.8' CHAIN LINK8' CHAIN LINK FENCE PER DETAILMATCHLINEMATCHLINE MATCHLINEMATCHLINE8' CHAIN LINK FENCE PER DETAIL26' WIDE DOUBLE MOTORIZEDROLLING GATE, SEE DETAIL.REFER TO ELECTRICAL FOROPERATORS AND CONTROLS.26.0'FENCE PER DETAIL8' CHAIN LINKFENCE PER DETAIL8' CHAIN LINKFENCE PER DETAILROCK MULCHTURF SODNATIVE SEEDTURF SODEMBEDDED BOLLARDS(8) PER CIVIL DETAIL 12/C5.0EXISTINGOFFICEALTERNATE #3ALTERNATE #3EXISTING PAVING TO REMAINWHERE EXISTING CHAIN LINK FENCEWAS REMOVED, CONTRACTORSHALL ADD TOPSOIL AND SEEDTO RE-ESTABLISH TURF.LANDSCAPE EDGER, TYP.ADD TOPSOIL AND TURF SEEDTO DISTURBED LIMITS.EX. GRASSEX. GRASSEX. GRASSEXISTING PATH TO REMAIN.15.0'15.0'10'X15' EXIT LOOP DETECTOR10'X20' INTERRUPT LOOP DETECTORNATIVE SEED PERSPECIFICATIONSNATIVE SEED PERSPECIFICATIONSROCK MULCH& WEED MATPER NOTESROCK MULCH& WEED MATPER NOTESNATIVE SEED PERSPECIFICATIONSEND NATIVE SEEDAT NWL 807.5LANDSCAPE LAYOUT PLAN:DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CDateLic. No.KEY PLANCDsRevisionsNo.DescriptionDateBENJAMIN D. HARTBERG, PLA03-28-2024HLBH03-28-2024BKBMENGINEERS6120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com48084I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Landscape Architect under thelaws of the state of Minnesota.DESIGN GROUP475 Cleveland Avenue N, Suite 101ASt. Paul, MN 55104Phone: (651) 788-9018www.calyxdesigngroup.comLandscape Architecture | Planning8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280ISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATIONLANDSCAPEPLAN - AREA 'B'L1-3Existing Tree To RemainProposed Rock MulchProposed Turf Sod Proposed Native Seed Zoning: P-BPer City of Cottage Grove Requirements: Overstory Trees and Woody Shrubsare required as a ratio of site area - shown as project work limits only.Site Area (within the work limits, excluding storm basin): 52,860sf New Overstory Deciduous Trees Required (0.0001858): 09 New Overstory Coniferous Trees Required (0.0001733): 09 New Woody Shrubs Required (0.0004): 21Municipal Landscape Calculations:1. Refer to Sheet L1-1 for Tree Preservation Plan.2. Refer to Sheets L1-2 & L1-3 for Landscape Plans.3. Refer to Sheet L1-4 for Landscape Details, Notes, and Schedules.4. Refer to Sheets L1-5 & L1-6 for Fencing Details5. Contractor to coordinate work in the city easement or right-of-way with City of Cottage Grove.6. Protect existing trees to remain from damage during construction.7. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. Re-use stripped topsoil.8. Protect existing paving during landscape installation.General Notes:landscape legend:SYMBOLCODEBOTANICAL NAMECOMMON NAMESIZECONTAINERQTYEVERGREEN TREESPDPicea glauca `Densata`Black Hills Spruce6` Hgt.B&B9OVERSTORY TREESAAAcer x freemanii 'Jeffersred'Autumn Blaze® Freeman Maple2.5" Cal.B&B3GDGleditsia triacanthos inermis 'Draves' TMStreet Keeper Honey Locust2.5" Cal.B&B3UAUlmus x `Accolade`Accolade Elm2.5" Cal.B&B3SHRUBSCgCornus racemosaGray Dogwood5 gal.Pot11ClCotoneaster lucidusShiny Cotoneaster5 gal.Pot5SvSyringa vulgarisCommon Lilac5 gal.Pot5PLANT SCHEDULEABPer SpecificationsPer Landscape Notes & Specifications
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CDateLic. No.KEY PLANCDsRevisionsNo.DescriptionDateBENJAMIN D. HARTBERG, PLA03-28-2024HLBH03-28-2024BKBMENGINEERS6120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com48084I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Landscape Architect under thelaws of the state of Minnesota.DESIGN GROUP475 Cleveland Avenue N, Suite 101ASt. Paul, MN 55104Phone: (651) 788-9018www.calyxdesigngroup.comLandscape Architecture | Planning8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280ISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATIONLANDSCAPE DETAILS:LANDSCAPEDETAILSL1-41. Refer to Sheet L1-1 for Tree Preservation Plan.2. Refer to Sheets L1-2 & L1-3 for Landscape Plans.3. Refer to Sheet L1-4 for Landscape Details, Notes, & Schedules.4. Refer to Sheets L1-5 & L1-6 for Fence Details.5. Contractor to coordinate work in the city easement or right-of-way with City of Cottage Grove.6. Protect existing trees to remain from damage during construction.7. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. Re-use stripped topsoil.8. Protect existing paving during landscape installation.General Notes:Existing boundary, location, topographic, vegetation, and utility information shown on this plan is from a field survey by Sunde Land Surveying,Bloomington, MN·Do not begin tree clearing work until tree protection measures are in place and to the permit approval of the City Forester has been granted.·Critical Root Zone: Install high density polyethylene safety fence, 4 ft. high, international orange, at the Drip Line or at the Critical RootZone whichever is greater, of trees to be preserved per detail, prior to commencement of earthwork activity. Field-stakingof the fence location(s) subject to City approval.·Where silt fence and proposed tree protection fence overlap, place the tree protection fence on the outside of the silt fence, double-staked at thebreak-point.·Refer to Tree Protection Detail 1, Sheet L1-1.·The contractor shall prune the canopy of existing trees to remain where the canopy is in jeopardy of damage due to the new improvementsshown. It is recommended that the contractor hire a certified arborist to perform the pruning. Any branches broken during construction shall beimmediately trimmed and wounds painted to prevent further damage.·Perform work in accordance with the laws, ordinances, rules, regulations, and orders of public authority having jurisdiction. Secure and pay forpermits, governmental fees and licenses necessary for the proper execution of the demolition work.·Provide protective coverings and enclosures as necessary to prevent damage to existing work that is to remain. Existing work to remain mayinclude items such as trees, shrubs, lawns, sidewalks, drives, curbs, utilities, buildings and/or other structures on or adjacent to the demolitionsite. Provide temporary fences and barricades as required for the safe and proper execution of the work and the protection of persons andproperty.·Remove debris, waste, and rubbish promptly from the site. On-site burial of debris is not permitted. Burn no debris on the site. Salvage materialnot otherwise indicated to be reused shall become the Contractor's property and is to be removed promptly from the site and disposed of in strictaccordance with all applicable laws, regulations, and/or statutes.·Buildings, features, surfaces, and other descriptive references shown on this drawing are for informational purposes only. Field verify allinformation relevant to the project prior to proceeding with the work. Visit the site and determine all site conditions and hazards.·This plan is a guide as to the anticipated amount of disturbance expected due to proposed improvements. The contractor is expected to take allnecessary precautions to ensure trees noted to remain are not damaged during construction. Do not store material or drive within the drip line ofexisting trees to remain. Be aware of overhead branches for clearance of material and equipment.·This plan is not a guarantee that existing trees will survive during/post construction, but rather a guide to help assure their protection and greatestchances of survival at the surface level. Further protection measures outside this scope could involve ecologists, foresters and arborists.·Notify the Owner's Representative when tree protection fencing is taken down to perform work in conjunction with the new improvements noted inthis plan set. The contractor is responsible for re-erecting the tree protection fence immediately after the work is complete, when ever possible·Trees shown as existing to remain (be preserved) that are damaged / killed as a result of construction activities are subject to replacement perthe City Tree Replacement penalty. Replacement trees are to be paid for at no additional expense to the Owner.tree preservation notes:tree inventory table:landscape notes + requirements:Native Seed Areas shall be: MnDOT #35-221 Dry Prairie General, worked into the topsoil layer at 40.00lbs per acre. Add an additional 20.00 lbs per acre of Annual Oats on pond sides. Submit seed mix forapproval. Grading and Erosion Control per Civil Plans and Specifications.NATIVE SEEDING INSTALLATION METHOD:Drop Seeding Onto Tilled SitesThis is the "standard" method for seeding on prepared sites such as those on construction projects.a)Site Preparation: The site should be prepared by loosening topsoil to a minimum depth of 3 inches.b)Fertilizer: Use a fertilizer analysis based on a soil test or a general recommendation is a 10-10-10(NPK) commercial grade analysis at 200 lbs/acre.c)Seed Installation: Seed should be installed with a drop seeder that will accurately meter the types ofseed to be planted, keep all seeds uniformly mixed during the seeding and contain drop seed tubesfor seed placement (Brillion-type). The drop seeder should be equipped with a cultipacker assemblyto ensure seed-to-soil contact.d)Seeding Rates: Rates are specified in the mixture tabulation for the specified mix.e)Packing: If the drop seeder is not equipped with a cultipacker, the site should be cultipackedfollowing the seeding to ensure seed-to-soil contact.f)Mulch: Cover soil with a hydromulch consisting of natural wood fiber or paper fiber, water, andM-Binder at 100 lbs per acre.NATIVE SEED REQUIRED MAINTENANCE - 3 YRS:Native Grass and Forb Mixtures (mixtures beginning with the number 3)Year 1Establishment (spring seeding):1)Prepare site - Late April - May2)Seed - May 1 - June 1Maintenance:1)Mow (6-8 inches) - every 30 days after planting until September 30.2)Weed Control - mowing should help control annual weeds. Spot spray thistles, etc.Establishment (fall seeding):1)Prepare site - Late August - early September2)Seed - late September to freeze-upMaintenance (following season):1)Mow (6-8 inches) - once in May, June, and July2)Weed Control - mowing should keep annual weeds down. Spot spray thistles, etc.Evaluation:1)Cover crop growing within 2 weeks of planting (except dormant plantings).2)Seedlings spaced 1-6 inches apart in drill rows.3)Native grass seedlings may only be 4-6 inches tall.4)If there is a flush of growth from foxtail etc., mow as necessary.Year 2Maintenance:1)Mow (6-8 inches) one time between June 1 - August 15 before weeds set seed.2)Weed Control - mowing should keep annual weeds down. Spot spray thistles, etc.3)Some sites may not require much maintenance the second year.Evaluation:1)Cover crop will be gone unless winter wheat was used in a fall planting.2)Grasses forming clumps 1-6 inches apart in drill rows, but still short.3)Some flowers should be blooming (black-eyed Susans, bergamot, etc.).4)If there is a flush of growth from foxtail etc., mow site.Year 3Maintenance:1)Mow only if necessary.2)Weed Control - Spot spray thistles, etc.3)Sites usually do not require much maintenance the third year.Evaluation:1)Planting should begin looking like a prairie - tall grasses, flowers, etc.Long-termMaintenance:1)Weed Control - Spot spray thistles, etc.2)Burning (3-5 year rotation) alternate spring and fall if possible.3)Haying (3-5 year rotation) late summer or early fall. Alternate with burning (may substitute for burning).4)Burning two years in a row will really "clean up" rough-looking sites.seeding specification:1. Landscape contractor to provide nursery pull list (bill of lading) including plant species and sizes shipped to the site. Additionally, thelandscape contractor shall provide nursery stock traceability, proving none of the materials provided contain or are genetic strains of theneonicotinoid family including acetamiprid, clothianidin, imidacloprid, nitenpyram, nithiazine, thiacloprid and thiamethoxam.2. Refer to civil plan sheets for grading, drainage, site dimensions, survey, tree removal, proposed utilities & erosion control.3. All plant material shall comply with the latest edition of the American Standard for Nursery Stock, American Association ofNurserymen. Unless noted otherwise, deciduous shrubs shall have at least 5 canes at the specified shrub height. Plant material shall bedelivered as specified. All deciduous trees are measured at 48" from finished grade to determine tree diameter (DBH). All coniferoustrees are measured from finished grade to the top of the central leader. If no central leader is present on coniferous trees, that plant isrejected and must be replaced immediately.4. Plan takes precedence over plant schedule if discrepancies in quantities exist.5. All proposed plants shall be placed as close to the location(s) indicated on the plan as possible. Contact the landscape architect ifdiscrepancies arise during plant installation that require deviating location(s) from those shown on the plans.6. Adjustment in location of proposed plant material may be needed in field. Should an adjustment be required, the client will providefield approval. Significant changes may require city review and approval.7. The project landscape contractor shall be held responsible for watering and properly handling all plant materials brought on the siteboth before and after installation. Schedule plant deliveries to coincide with expected installation time within 36 hours.8. All plant materials shall be fertilized upon installation as specified.9. The landscape contractor shall provide the owner with a watering schedule appropriate to the project site conditions and to plantmaterial growth requirements.10. If the landscape contractor is concerned or perceives any deficiencies in the plant selections, soil conditions, drainage or any othersite condition that might negatively affect plant establishment, survival or guarantee, they must bring these deficiencies to the attention ofthe landscape architect & client prior to bid submission. Plant bed drainage concerns during plant installation shall be brought to theattention of the Owner and General Contractor immediately.11. Contractor shall establish to his/ her satisfaction that soil and compaction conditions are adequate to allow for proper drainage at andaround the building site.12. Contractor is responsible for ongoing maintenance of all newly installed material for the duration of the plant warranty, with theexception of turf sod, which shall be maintained for 30 days after installation or until the first mowing, whichever comes first. Contractormust bag clippings from initial mowing and remove from the job site. Any acts of vandalism or damage which may occur prior to warrantystart shall be the responsibility of the contractor. Contractor shall provide the owner with O&M information, including (but not limited to),written instructions on proper lawn mowing height, yearly lawn maintenance recommendations, proper plant pruning information, plant &lawn fertilization schedule, and disease/pest control.13. The contractor shall guarantee newly planted material through one calendar year from the date punch list review. Plants that exhibitmore than 20% die-back damage shall be replaced at no additional cost to the owner. The contractor shall also provide adequate treewrap and deer/rodent protection measures for the plantings during the warranty period.14. This layout plan constitutes our understanding of the landscape requirements listed in the ordinance. Changes and modificationsmay be requested by the city based on applicant information, public input, council decisions, etc.15. The landscape contractor shall be responsible for obtaining any permits and coordinating inspections as required throughout thework process.16. Plant size & species substitutions must be approved in writing prior to acceptance in the field.17. Irrigation: There is an existing irrigation system on site. Prior to bidding, contractors are encouraged to visit the site and assess theexisting system to determine viability of adjusting the system for the new improvements shown in base bid. If the contractor determinesthat the existing system is not salvageable, then they are to provide the owner with a cost to install a new system for the landscapeimprovements shown as well as repair of the existing areas. At a minimum, the Contractor is required to provide temporary irrigation toestablish turf and plant materials in base bid. That system is to be removed after 60 days.18. Landscape Contractor is responsible for coordination with the General Contractor, to protect the new improvements on and off-siteduring landscape work activities. Report any damage to the General Contractor immediately.19. All plant beds and trees located outside of plant bed limits to receive Western Red Cedar wood mulch to a depth of 4-inches. Woodmulch tree rings per details. Submit mulch sample for Owner approval. Top dress wood mulch areas with Preen pre-emergent granule toprevent emergent weeds.20. Edger to be 18 GA Plated Finish Perforated Edger, Coyote or Equal. Stake every 18" minimum. Submit sample for approval.21. All planting areas shall be prepared prior to installation activities with clean, imported loam topsoil. Provide a firm planting bed free ofstones, sticks, construction debris, etc.22. The Landscape Contractor shall furnish samples of all landscape materials for approval prior to installation.23. The Landscape Contractor shall clear and grub the underbrush from within the work limits to remove dead branches, leaves, trash,weeds and foreign materials.24. The landscape contractor shall contact Gopher State One Call no less than 48 hours before digging for field utility locations.25. The landscape contractor shall be responsible for the removal of erosion control measures once vegetation has been established tothe satisfaction of the municipal staff. This includes silt curtain fencing and sediment logs placed in the landscape.26. The landscape contractor shall be responsible for visiting the site to become familiar with the conditions prior to bidding andinstallation. Coordinate with the general contractors on matters such as fine grading, landscaped area conditions, staging areas,irrigation connection to building, etc.27. Construction materials, stockpiles, equipment, and vehicles shall not be stored or operated on city boulevards without writtenpermission from the city. Restore disturbed areas off-site to original condition.28. All sub-cut areas of the site that are designated on the site plan as open space for landscape shall be graded with imported,pulverized topsoil. Slope away from building. See note 29 below.29. Landscape contractor must prove the open sub-grade of all planting areas after their excavation is capable of infiltrating a minimumrequirement of 1/4-inch of water per hour prior to installation of plant materials, topsoil, irrigation, weed mat, and mulch. Planting areasnot capable of meeting this requirement shall have 4" diameter X 48" depth holes augured every 36" on-center and filled with MnDOTFree-Draining Coarse Filter Aggregate. Re-test sub-grade percolation for compliance to infiltration minimum requirement.30.Grind or excavate existing stumps (if present) to 30" below grade & backfill with imported topsoil.31. Rock Mulch: Where noted on the plans, rock mulch shall be 3" depth of 1.5" dia. Dresser Trap Rock Chips over 5oz, needle-punchfree-draining landscape mat. In shrub areas noted to receive rock mulch, use 3oz, needle-punch free draining landscape mat. Overlapseams 6" and staple every 16" on-center. Keep this mulch 1" below edge of paving/curb. Do not overfill. See specifications.32. Landscape Contractor and Excavator shall be responsible for providing 6" depth topsoil under turf areas, 18" depth topsoil in plantbeds and 24" in tree pits. See civil engineer's plans for grading, erosion control, and final grade elevations.............................................................ON CENTER SPACING AS STATED ON PLANWIDTH OF HOLE EXCAVATION SHALL EXTEND A MINIMUM OF 6INCHES BEYOND THE PLANTS ROOT SYSTEM.3'' DEPTH WATERING BASINPLANTING SOIL PER NOTES.MULCH PER NOTESFINISHED GRADEPLANT ACCORDING TO PLANTING DETAILS FOR ISOLATEDPLANTING LOCATIONS WITH THE EXCEPTION OF REDUCEDHOLE WIDTH.3L1-4DECIDUOUS TREE PLANTING - SECTIONNOT TO SCALEDO NOT HEAVILY PRUNE THE TREE AT PLANTING.PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANTLEADERS, AND BROKEN OR DEAD BRANCHES. SOMEINTERIOR TWIGS AND LATERAL BRANCHES MAY BEPRUNED; HOWEVER, DO NOT REMOVE THE TERMINALBUDS OF BRANCHES THAT EXTEND TO THE EDGE OFTHE CROWN.LANDSCAPE CONTRACTOR RESPONSIBLE TOKEEP TREE STRAIGHT AND PLUM.LANDSCAPE CONTRACTOR TO INSTALL 6" WHITEPVC TRUNK GUARD AT TIME OF PLANTING.MARK THE NORTH SIDE OF THE TREE IN THENURSERY, AND ROTATE TREE TO FACENORTH AT THE SITE WHEN EVER POSSIBLE.SET TOP OF ROOT BALL FLUSH TOGRADE OR 1-2 IN. HIGHER IN SLOWLYDRAINING SOILS.EACH TREE MUST BE PLANTED SUCH THAT THETRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOTBALL. TREES WHERE THE TRUNK FLARE IS NOTVISIBLE SHALL BE REJECTED. DO NOT COVER THETOP OF THE ROOT BALL WITH SOIL.4 IN. HIGH EARTH SAUCER BEYOND EDGE OFROOT BALL (FOR ISOLATED TREES ONLY).REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAPFROM TOP HALF OF ROOT BALLIF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL,CUT THE WIRE BASKET OFF AND REMOVE. DISPOSE OFF OFF-SITE.PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. ENSURENOTE: FOR DIMENSIONS OF PLANTING AREAS SEEPLAN, SOIL BACKFILL SHALL BE GARDEN BLENDSOIL ( EQUAL MIX OF COMPOST, SAND & SOIL ) PERNOTES.TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOTPRESSURE SO THAT ROOT BALL DOES NOT SHIFT.WOOD MULCH. DO NO PLACE MULCH INCONTACT WITH TREE TRUNK. MAINTAINTHE MULCH WEED-FREE FOR AFTERPLANTING.MULCH RING 4 FT. DIA. MINIMUM6 FT. DIA. PREFERREDNOTES:TREE PLANTING REQUIREMENTS:-REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THETOP-HALF OF THE ROOT BALL AND DISPOSE OF OFF-SITE.-REMOVE THE WIRE BASKET DOWN TO THE SECONDHORIZONTAL WIRE FROM THE BOTTOM AND DISPOSE OFOFF-SITE.-EXPOSE ROOT FLARE AND SET AT GRADENEW PLANT HOLES PASS THE REQUIRED INFILTRATION TEST.1'-6" (MIN.)4"FACE OF WALL OR BACK OF CURB.MULCH PER LANDSCAPE NOTESEDGER PER LANDSCAPE NOTES3 OZ. NEEDLE-PUNCH FILTER FABRIC, TURN-UPFINISHED GRADEPITCH SUB-GRADE TO DRAIN AWAYFROM BUILDING WALLS & CURBS.NOTES: SEE PLAN FOR CROSS SLOPE DIRECTION.PLANT BED WIDTH VARIES, SEE PLAN.AT EDGES, OVERLAP SEAMS 4".SEE PLANSWIDTHS MAY VARYSUBMIT MULCH, EDGER, AND FABRIC SAMPLES FOR APPROVAL.1L1-4TYP. MULCH DETAILNOT TO SCALEDOUBLE STAKE WITH WIRE: #12 GALVANIZED WIRETHROUGH THE EYE OF THE CINCH-TIE RUBBERSUPPORT. AVOID DAMAGE TO THE ROOT BALL WITHSUPPORT STAKES.NURSERY GRADE FIBERGLASS TREE STAKES, 1116" X 6'-0"2L1-4TYP. SHRUB PLANTING - SECTIONNOT TO SCALE4L1-4CONIFEROUS TREE PLANTING - SECTIONNOT TO SCALETOMAHAWK TREE STABILIZER STAKES.MINIMUM (2) PER TREE.SODROOT BALL TO SIT ON MOUNDEDMULCH - 4" DEEP - SEE SPECPLANTING SOIL - SEE SPEC.TOPSOILSUBGRADEOTHERWISE. NO MULCH TO BE IN CONIFER TO HAVE SHREDDEDHARDWOOD MULCH UNLESS NOTED PLACE ROOT BALL SO THAT BASALFLARE IS 1" ABOVE SURROUNDINGCONTACT WITH TRUNK.NOTE: SUBGRADE, REMOVE BURLAPDRAIN SYSTEM IS NECESSARY4" DIAMETER AUGERED HOLE, 42" MIN. DEPTH. FILLED W/ 3/4" DIAMETER DRAIN ROCK. COVER W/ 6" FILTER FABRIC.FOR HEAVY CLAY SOILS.FROM TOP 1/3 OF ROOT BALLGRADE.THE CONTRACTOR IS RESPONSIBLE FORENSURING THE TREES ARE IN A PLUMBPOSITION THROUGHOUT THE WARRANTY PERIOD.TREE HEIGHT MEASURED FROM TOP OF ROOT
BALL TO BASE OF CENTRAL LEADER.
TRASH AREA SCREEN FENCE DETAIL - TYPICAL CONSTRUCTIONSCALE: NONE1L1.5TRASH AREA SCREEN FENCE LAYOUT & ELEVATIONSSCALE: NONE2REAR ELEVATION REFER TO DETAIL 1/L1-5 FOR FENCE DETAIL.6'-0"26'-0"13'-0"FRONT ELEVATION6'-0"13'-0"13'-0"DOUBLE GATE - 13' WIDE DOORS, 26' OPENINGSIDE ELEVATION6'-0"10'-0"13' GATEINCLUDE LOCKING COLLAR AND CANE-BOLTPLAN VIEWSWING GATE7'-0"10'-0"13'-0"L1.5PERSPECTIVED90°B
1.57"AC
DR .
5
"Ø .
7
7
"FRONT VIEWTOP VIEWADIAMETER6"BHEIGHTCBASE WIDTH8"4" X 42"42"DBASE LENGTH8"EBASE THICKNESS1/2"PRODUCTPRODUCT: BOLT DOWN SAFETY BOLLARDDESCRIPTION: 4" X 42"FRAME: SCH. 40 STEEL, POWDER COATED BLACKQUANTITY: REFER TO TRASH ENCLOSURE DETAILWWW.POSTGUARD.COMNOTES:1.INSTALL SURFACE BOLLARDS ACCORDING TO MANUFACTURER'S SPECIFICATIONS.2.SUBMIT PRODUCT DATA SHEET FOR FINAL APPROVAL, PRIOR TO ORDERING.3.SEE SITE PLAN FOR LOCATIONS OR CONSULT OWNER.4.CONTRACTOR TO INCLUDE ASSEMBLY, MOUNTING HARDWARE, AND LABOR IN BID.5.FILL BOLLARDS SOLID WITH CONCRETE, DOME TOP.6.USE STAINLESS STEEL TOGGLE BOLTS IN CONCRETE. FILL BOLT HOLES WITHEXTERIOR GRADE CONCRETE EPOXY.FILL CORE WITHCONCRETE AND DOMETOPPROTECTIVE BOLLARD DETAIL - SURFACE MOUNTEDSCALE: NONE4L1.57'W X 5'DDUMPSTER13'-0"26'-0"13' GATEPER CIVIL DETAIL12/C5.0.TYP. (2)2'-0"EMBEDDED BOLLARDBOLLARD PERDETAIL.TYP. (3)SURFACE MTD.25 8"
8' HEIGHT
258"O.C.TYP.AMERISTAR MONTAGE COMMERCIAL MAJESTIC3-RAIL OR APPROVED EQUAL, SEESPECIFICATIONS. CONNECT TO COLUMNS SHOWNPER PLAN - PROVIDE HARDWARE AS REQUIRED.FINISH: POWDERCOAT BLACKPOSTS AT 8' O.C. AS PERMANUFACTURES DIRECTION.SEE SPECIFICATIONS.NOTE: PROVIDE SHOP DRAWINGS OF FENCING ANDALL GATE TYPES FOR REVIEW AND APPROVAL.6' DEPTH
8' ON-CENTER16"MINLINE POSTS: 4,000 PSI CONCRETE.CENTER IN A 16" MIN. DIAMETERSONOTUBE, VERIFY SIZE WITH FENCEMANUFACTURER.NOTE: WHERE SHOWN PER PLAN, MANUAL &MOTORIZED ROLLING GATES TO BE AMERISTAR'TRAVERSE' GATE OR APPROVED EQUAL TOMATCH ORNAMENTAL FENCING, REFER TOROLLING GATE DETAIL.NOTE: CONTRACTOR TO SALVAGE ALL SIGNS ONTHE EXISTING CHAIN LINK FENCE & REINSTALL ONTHE NEW ORNAMENTAL METAL FENCE. CONFIRMFINAL SIGN LOCATIONS WITH THE OWNER PRIORTO REINSTALLATION.ALTERNATE #3: 8' ORNAMENTAL METAL FENCE DETAILSCALE: NONE5L1.57'W X 5'DDUMPSTER7'W X 5'DDUMPSTER6'-0"1'-0"INCLUDE LOCKABLE GATE COLLAR AND CANEPIN IN CONCRETE PAD.SURFACE MTD. BOLLARDSLiftMaster Gate MotorLIFTMASTER GATE CONTROLLER. (1) PER GATE, (2) TOTALUNITS. BOLT TO CIP CONCRETE PADS AND WIRE TOEXISTING POWER FEED. SEE ELECTRICAL PLANS. USEEXISTING PUSH-BUTTON OPERATOR DATA LINE FORMANUAL OPENING. CONNECT CHAIN TO NEW ORNAMENTALFENCE & TIGHTEN PER MANUFACTURER'S GUIDELINES.TEST UNIT TO ENSURE PROPER OPERATION. SEE SPEC.CAST IN-PLACE CONCRETE PAD FOR GATE MOTOR UNITS.30"X30"X4" DEPTH, RE-BAR REINFORCED 3,200PSI READY-MIXCONCRETE, LIGHT BROOM FINISH. POUR INTEGRAL WITHPIER FOOTING. (3) #3 REBAR, TIED TO VERT. LEGS.SLEEVE ELECTRICAL & DATA CONDUITS THROUGHCONCRETE PAD. INCLUDE ANY NEW CONDUIT LINESNECESSARY FOR GATE & GATE HARDWARE OPERATION.4"26.51"(2) #3 REBAR VERT.48"12"30"12" DIA. ROUND PIER FOOTING, BAR REINFORCED.GATE OPERATOR PAD & PIER FOOTINGSCALE: NONE3L1.5CENTER BELOW OPERATOR PAD.NOTE #1:ADJUST SLAB DEPTH ABOVE GRADE IFREQUIRED, SUCH THAT OPENER SPROCKET& CHAIN ALIGN WITH BOTTOM GATE RAIL.VERIFY WITH MANUFACTURER.7"TO GATE RAIL SLIDE GATE BOTTOM RAILPAD DEPTH PER NOTE #1.8' CHAIN LINK FENCE DETAILSCALE: NONE6L1.5NOTES:FABRIC14'' O.C.9 GA. TIEGALV. PIPE.3" O.D.-SS 408'-0''TYP. LINE POSTSWIRES ATBOTTOM-NOTOP ANDKNUCKLED2"x2"x9 GA.1-5/8" O.D.-SCH. 40 GALVANIZED.PIPE FULLY-WELDED OR COUPLED.TOP, MID, + BOTTOM RAILS:9 GA. TIE WIRE - 14" 0.C. (MINIMUM)4,000 PSIINTERSECTIONSAT GATE POSTS5/16" TRUSS RODRAIL ENDPOST CAPGALV. PIPE6'-0''4'' O.D.-SS 40NEW GATE, CORNER, & TERMINAL POSTS:1/4"x 3/4", TYP.DRAW BARPOST BAND, TYP.DATA SHEETS FOR REVIEW & APPROVAL.SUBMIT SHOP DRAWING AND PRODUCTAND INSTALLATION FOR 5 YEARS (MINIMUM).WARRANTY MATERIALS FOR 10 YEARSENSURE ROUNDED ENDSAND NO SHARP PROTRUSIONSSHARP ENDS,TENSIONERCONNECTIONTYP. BOTTOM RAIL12''CORNER POSTS:LOOP CAPSUBMIT SHOP DRAWINGAND CORNERS.LAYOUT AND GATE LOCATIONS.SEE CIVIL ENGINEER'S PLANS FOR FENCESHALL HAVE A FACTORY GALVANIZED FINISH.ALL WIRE FABRIC AND FENCE POSTS / HARDWAREGALVANIZED.MID-RAIL.4,000 PSICONCRETE. CENTER6'-0''IN FOOTING.12''LINE POSTS:CONCRETE. CENTERIN FOOTING.LINE POST SPACING: 8'HARDWARECONNECTIONTYP. TOP RAILHANG PERIMETER CHAIN LINK FABRIC ON INSIDE OF FENCE.PAVING PER CIVIL PLANS5'-0"7'-0"6'-0"COVRIT FENCEPOST PER DETAILCOVRIT FENCEPANEL PER DETAILSWING GATEDATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CDateLic. No.KEY PLANCDsRevisionsNo.DescriptionDateBENJAMIN D. HARTBERG, PLA03-28-2024HLBH03-28-2024BKBMENGINEERS6120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com48084I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Landscape Architect under thelaws of the state of Minnesota.DESIGN GROUP475 Cleveland Avenue N, Suite 101ASt. Paul, MN 55104Phone: (651) 788-9018www.calyxdesigngroup.comLandscape Architecture | Planning8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280ISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATIONFENCE DETAILS:FENCE DETAILSL1-51. Refer to Sheet L1-1 for Tree Preservation Plan.2. Refer to Sheets L1-2 & L1-3 for for Landscape Plans.3. Refer to Sheets L1-4 for Landscape Details, Notes, & Schedules.4. Refer to Sheets L1-5 & L1-6 for Fencing Details.5. Contractor to coordinate work in the city easement or right-of-way with City of Cottage Grove.6. Protect existing trees to remain from damage during construction.7. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. Re-use stripped topsoil.8. Protect existing paving during landscape installation.General Notes:3-1/2"3-1/2"PLAN VIEWELEVATIONSECTIONO.C. LENGTH VARIESSEE PLAN4"X4" METAL POST (MIN.) WITH PEAKED FINIAL CAP. SUBMITCAP OPTION FOR SELECTION. POSTS TO MATCH CITYSCAPESCORVIT 'PLANKWALL PVC' PANEL SECTIONS.METAL TOP RAILCITYSCAPES CORVIT 'PLANKWALL PVC' 1/2" x 6" VERTICALBOARD FLATS WITH NO GAP. SUBMIT SHOP DRAWINGS.FINISHED GRADE6'NOTES:ATTACHMENT HARDWARE TO BE ZINC COATED OR STAINLESS.SUBMIT FENCE SHOP DRAWINGS FOR REVIEW.SUBMIT FENCE COLOR CHART FOR SELECTIONS.FENCE PERMIT COST TO BE INCLUDED IN BID.FENCE FOOTINGS TO BE INCLUDED IN BID.SEE LAYOUT PLAN FOR FENCE LOCATIONS.FENCE IS TO BE SURFACE MOUNTED DEPENDING ON FENCE.CITYSCAPES TO INFORM IF FOOTING IS NEEDED.INCLUDE (2) SWING DOORS WITH DROP PIN GATE LATCH ANDSPRING LOADED, ADJUSTABLE SWIVEL GATE WHEEL.CONTACT:GARY DUGGAN, CITYSCAPES PRODUCTS(614) 832-7297 OR gduggan@cityscapesinc.com4"METAL BOTTOM RAILCITYSCAPES COVRIT 'PLANKWALL PVC' 1/2" x 6" VERTICALBOARD FLATS WITH NO GAP. SUBMIT SHOP DRAWINGS.
ALTERNATE #3: 8' H X 12'-14' ORNAMENTAL METAL ROLLING GATE (BI-LAYOUT) DETAIL, TYPICALSCALE: NONE1L1.6ALTERNATE #3: 8' H X 14'-16' W ORNAMENTAL METAL ROLLING GATE (BI-LAYOUT) DETAIL, TYPICALSCALE: NONE2L1.6NOTE: CONTRACTOR SHOULD PLAN FOR 16" X7'-0" DEPTH CONCRETE FOOTINGS FOR EACHGATE POST FOOTING. AMERISTAR TO PROVIDEFINAL FOOTING DESIGN.NOTE: CONTRACTOR SHOULD PLAN FOR 16" X7'-0" DEPTH CONCRETE FOOTINGS FOR EACHGATE POST FOOTING. AMERISTAR TO PROVIDEFINAL FOOTING DESIGN.DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CDateLic. No.KEY PLANCDsRevisionsNo.DescriptionDateBENJAMIN D. HARTBERG, PLA03-28-2024HLBH03-28-2024BKBMENGINEERS6120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com48084I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Landscape Architect under thelaws of the state of Minnesota.DESIGN GROUP475 Cleveland Avenue N, Suite 101ASt. Paul, MN 55104Phone: (651) 788-9018www.calyxdesigngroup.comLandscape Architecture | Planning8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 5501623280ISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATIONFENCE DETAILS:L1-6FENCE DETAILS1. Refer to Sheet L1-1 for Tree Preservation Plan.2. Refer to Sheets L1-2 & L1-3 for for Landscape Plans.3. Refer to Sheets L1-4 for Landscape Details, Notes, & Schedules.4. Refer to Sheets L1-5 & L1-6 for Fencing Details.5. Contractor to coordinate work in the city easement or right-of-way with City of Cottage Grove.6. Protect existing trees to remain from damage during construction.7. Place a minimum of 6" topsoil or slope dressing on all areas disturbed by construction, including right-of-way boulevards, unless specified otherwise. Re-use stripped topsoil.8. Protect existing paving during landscape installation.General Notes:
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 55016BKBM #23280/ISG #23-29846ISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATIONRevisionsNo.DescriptionDate03/28/2024SBHAAGsheet name6120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comcd's5990503/28/2024ELECTRICAL SITE MODIFICATION PLANE-1
DATEPROJECT #PROJECT STATUSDRAWN BYCHECKED BY2024 BKBM EngineersAll rights reserved.This document is an instrument of service and is the property of BKBMEngineers and may not be used or copied without prior written consent.CI hereby certify that this plan, specification orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the state of Minnesota.DateLic. No.8587 W POINT DOUGLAS RD SCOTTAGE GROVE, MN 55016BKBM #23280/ISG #23-29846ISD 833TRANSPORTATIONFACILITY - FUELTANKINSTALLATIONRevisionsNo.DescriptionDate03/28/2024SBHAAGsheet name6120 Earle Brown Drive, Suite 700Minneapolis, MN 55429-2518Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.comcd's5990503/28/2024ELECTRICAL SCHEDULES, DETAILS, &DIAGRAMSE-2
1
City Council Action Request
13.A.
Meeting Date 5/1/2024
Department Public Works
Agenda Category Action Item
Title Intermediate Zone Water Treatment Plant Update
Staff Recommendation Receive information on the Intermediate Zone Water Treatment
Plant.
Budget Implication N/A
Attachments 1. 2024-5-1 Intermediate Zone Treatment Plant Update
2. Attachments
To:Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From:Ryan Burfeind, P.E., Public Works Director
Date:April 24, 2024
Re:Intermediate Zone Water Treatment Plant Update
Background
In August of 2021, the 3M Settlement Agreement Conceptual Drinking Water Supply Plan
(CDWSP) was finalized, and the funding became available for the planned projects for mitigating
the PFAS contamination in the East Metro. Included in the CDWSP was two permanent water
treatment plants for Cottage Grove. The first of these, the Low Zone Water Treatment Plant
(LZWTP) was bid in 2023 with construction well underway. The second, and larger facility, will
be the Intermediate Zone Water Treatment Plant (IZWTP). Staff recently finished the preliminary
design for the IZWTP and are working with the MPCA on the final design grant. The treatment
plant will be located just south of the Central Fire Station, near the ground storage reservoirs on
81st Street. A mailing was sent to properties in the area in February of 2024, updating them on
the intent and location of the IZWTP.
Discussion
Design
The plant is being designed to utilize Ion Exchange (IX) technology for the PFAS removal, with
a pretreatment process that will remove the iron and manganese in the water. Removing the
iron and manganese prior to the IX treatment is necessary, to ensure the filters do not
prematurely fail. This requirement was discovered during the City’s IX Pilot Study, which was
funded by the 3M Settlement. While IX is a different technology than the GAC we have used to
date, it follows a very similar process to GAC with pressurized treatment vessels that hold the
media. IX was selected for this facility for two primary reasons. First, it will require a smaller
footprint than a GAC facility, which is important given the site constraints. Secondly, the pilot
study showed that IX had a longer effective life when removing the type of PFAS that is more
prevalent in the intermediate zone wells.
While the facility is much larger, it will have similar components to the LZWTP. This includes a
filter room, pre-treatment room, pump room, chemical rooms, control room, back wash tanks,
clear wells, and pump chambers. The access, circulation and parking for the plant are being
designed to work with future softening treatment, if it were to be implemented. On the following
page is the draft site layout. For larger delivery vehicles, there will be a connection to the Central
Fire Station, as the necessary area is not available to turn around semis and go back out to 81st
Street. These types of deliveries would be very infrequent and would have no impact on the fire
station operations. This has been reviewed with the Fire Department Staff. A new entrance to
Honorable Mayor, City Council, and Jennifer Levitt
Intermediate Zone Water Treatment Plant Update
April 24, 2024
80th Street is also being contemplated, to further reduce any impact on the fire station. Finally,
access control gates will be installed at both entrances to the water treatment facility. As a
general design concept, the natural depression at the site is being utilized to reduce the overall
height of the building. The archery range is not intended to be impacted by this facility.
The IZWTP will follow a similar overall exterior design to the LZWTP. With it being located in a
residential area, the more aesthetic elements of brick and stone are being incorporated into
multiple sides of the building. Also, windows are included throughout the building to provide
natural light and further break up the exterior façade. The majority of the taller treatment rooms
are built with precast panels, which will have a two-textured finish. The general height of the
building will between 32-34 feet. The design will also include a landscaped berm along the west
side of the building, to provide better screening from the residential homes. Finally, staff intend
to follow the required setbacks from industrial use to residential use. As a reminder, these
facilities come with very little noise or traffic. All treatment operations are fully enclosed in the
facility, and typical traffic will only include one or two public works trucks each day as staff
operate the facility.
On the following page is the initial concept rendering of the facility. This will be further refined
throughout the design process. Additional architectural components can be incorporated if
desired, to minimize the impact of the surrounding residential properties. Ensuring this facility
complements the architecture of the Central Fire is also a top priority. Included with the packet
are additional building elevations and floor plans.
Honorable Mayor, City Council, and Jennifer Levitt
Intermediate Zone Water Treatment Plant Update
April 24, 2024
Schedule
Below is a schedule for the Intermediate Zone Water Treatment Plant:
•May 1, 2024: City Council Workshop
•Summer 2024: Neighborhood Meeting
•September 23, 2024: Planning Commission Site Plan/Preliminary Plat Approval
•October 16, 2024: City Council Site Plan/Preliminary Plat/Final Plat Approval
•November 2024: Bidding
•Spring 2025: Begin Construction
Recommendation
Receive information on the Intermediate Zone Water Treatment Plant.
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80TH ST. S.INNSDALE AVE. S.81ST
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PINE TREE
POND PARK
COTTAGE GROVE
FIRE DEPARTMENT
FFE 906
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INTERMEDIATE ZONE WATER
TREATMENT PLANTPlot Date: 04/23/2024 - 5:06pmDrawing name: V:\1938\active\193805302\CAD\Dwg\Figures\193805302 - Intermediate Water Treatment Plant_Council Workshop Figure.dwgXrefs:, 48PRCL, 193802283XSXU, 193805302XSXT, 193805302XSNODATE:PROJ. NO.:
733 Marquette Ave, Ste 1000
Minneapolis, MN 55402
www.Stantec.com
INTERMEDIATE ZONE WATER TREATMENT PLANT
CITY OF COTTAGE GROVE
PRELIMINARY SITE FIGURE
4/23/2024193805302 FIGURE 6
N
0 60'120'
STAIRSTAIRSTAIRUNEXCAVATEDCLEARWELL 3 PIPE GALLERY3,418 SFCLEARWELL 1 3,306 SFCLEARWELL 23,181 SFPIPE GALLERYPIPE GALLERYPIPE GALLERYBACKWASH TANK 1DETENTIONBACKWASH TANK 2THICKENED SLUDGE TANK3,008 SF3,008 SF1,920 SFPIPE GALLERY130'-0"102'-4"119'-8"106'-0"40'-0"53'-0" 57'-0"176'-0"68'-0"352'-0"ELEVSTORAGEBACKWASH SUPPLY STORAGE 2,014 SF70'-0"48'-0"12'-0"18'-0"34'-0" 48'-0" 43'-0" 39'-0"164'-0"116'-0"72'-0"STAIRINTERMEDIATE CLEARWELL2,014 SFCHEM CONTAINMENT18'-0" 28'-8"UNEXCAVATEDWEIR ABOVEFIGUREDATE733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comPROJ. NO.BIM360://193805302_Cottage_Grove_IZWTP/193805302a-md.rvtCITY OF COTTAGE GROVE, MINNESOTAINTERMEDIATE ZONE WATER TREATMENT PLANT193805302LOWER LEVEL104/23/2024010'20'40'N
DETENTION TANK PRETREATMENTGRAVITY TANKS STAIR STAIR IX TANKS LAMELLAPLATE SETTLER PUMP ROOM ELECTRICAL ROOMCOMP STAIR 86'-0"176'-0"116'-0"72'-0"WEIR BOX WEIR BOX CHEM SUITECONTROL ROOM1'-4" 24'-0" 1'-4" 24'-0" 1'-4" 24'-0" 1'-4" 24'-0" 1'-4" 24'-0"ELEV 34'-0" 48'-0" 43'-0" 39'-0"48'-0" 82'-0" 44'-4" 58'-0"18'-0"146'-0"70'-10"37'-4"6'-4"13'-8"12'-0"232'-4"18'-0"262'-0"352'-0"24'-0"24'-0"STAIR GENERATOR LOCKERS MECH MECH 12'-0"STAIR STAIR BEAM ABOVE 18'-0" 28'-4"12'-0"STORAGE 132'-0"14'-0"4'-8"FIGUREDATE733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comPROJ. NO.BIM360://193805302_Cottage_Grove_IZWTP/193805302a-md.rvtCITY OF COTTAGE GROVE, MINNESOTAINTERMEDIATE ZONE WATER TREATMENT PLANT193805302MAIN LEVEL204/23/2024010'20'40'N
DETENTION CHANNEL BLOWERSSTAIRSSTAIRSFLEX / CONFERENCE ELECTRICALMECHSTORAGEELEVDEHUMI-DIFICATIONAERATOR ROOMFILTER OBSERVATION MEZZANINEROOF TOPPUMP ROOM BELOWPLATE SETTLER MEZZANINESTAIRSSTAIRSFIGUREDATE733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comPROJ. NO.BIM360://193805302_Cottage_Grove_IZWTP/193805302a-md.rvtCITY OF COTTAGE GROVE, MINNESOTAINTERMEDIATE ZONE WATER TREATMENT PLANT193805302UPPER LEVEL304/23/2024010'20'40'N
FIGUREDATE733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comPROJ. NO.BIM360://193805302_Cottage_Grove_IZWTP/193805302a-md.rvtCITY OF COTTAGE GROVE, MINNESOTAINTERMEDIATE ZONE WATER TREATMENT PLANT193805302EXTERIOR ELEVATIONS4SCALE: 3/32" = 1'-0"SOUTH ELEVATIONSCALE: 3/32" = 1'-0"WEST ELEVATIONSCALE: 3/32" = 1'-0"EAST ELEVATIONSCALE: 3/32" = 1'-0"NORTH ELEVATION04/23/2024
FIGUREDATE733 Marquette Avenue, Suite 1000Minneapolis, MN 55402www.stantec.comPROJ. NO.BIM360://193805302_Cottage_Grove_IZWTP/193805302a-md.rvtCITY OF COTTAGE GROVE, MINNESOTAINTERMEDIATE ZONE WATER TREATMENT PLANT193805302EXTERIOR PERSPECTIVES5SCALE:SOUTH WEST PERSPECTIVE04/23/2024SCALE:NORTH EAST PERSPECTIVE
1
City Council Action Request
13.B.
Meeting Date 5/1/2024
Department Finance
Agenda Category Action Item
Title Budget Workshop
Staff Recommendation City Council discussion and direction regarding the 2025 Budget.
Budget Implication N/A
Attachments 1. cc memo council budget workshop 05012024
2. Budget Calendar
3. FMP Updated April 2024
4. 2025 Equipment included in original FMP
5. Unaudited 2023 Internal Service Fund Statements
6. 2025 preliminary values as mailed on value notice
7. 2025 Preliminary values with exclusions
To:Mayor and City Council Members
Jennifer Levitt, City Administrator
From:Brenda Malinowski, Finance Director
Date:May 1, 2024
Subject:2025 Budget Workshop/Tax Levy direction
INTRODUCTION
The 2025 Budget process requires planning and consensus throughout the process to effectively evaluate the
service level impacts and property tax implications. This workshop will begin the 2025 budget process.
Taxable Values
Preliminary estimates from Washington County indicate a small increase in taxable value (tax capacity). In
addition, there is a decrease to the median home of 2.89%
Preliminary Values Final Pay 2024 Preliminary
Pay 2025
% Change
Estimated Market Values (Note 1)$6,368,295,800 $6,372,330,400 0%
Taxable Market Values (Note 2)$6,193,083,500 $6,135,382,200 -1%
New Construction $258,602,700 $175,341,200 -32%
Tax Capacity $68,904,450 $69,062,570 0%
Note 1 3% of change is due to new construction and -3% of change is due to other.
Note 2 3% of change is due to new construction and -4% of change is due to other.
Homestead Market Value Exclusion
The Market Value Exclusion reduces the taxable market value for property classified as homestead. The
Legislature adopted changes to the market value exclusion that will become effective with property taxes paid in
2025. This will shift property taxes from residential homestead properties to other property classifications.
For taxes payable in 2024 the maximum exclusion amount is $30,400 for properties valued at $76,000, with no
exclusion for properties valued over $413,800.
For taxes payable in 2025, the maximum exclusion amount was increased to $38,000 for properties valued at
$95,000, with no exclusion for properties valued over $517,200. Manufactured homes may be eligible for the
larger exclusion for taxes payable in 2024.
Property Tax Levy
2024
Budget
2025
Proposed
Operating Levy $18,567,010 $20,520,800
Debt Levy $4,558,590 $5,363,700
Total Property Tax Levy $23,125,600 $25,884,570
Tax Increment Financing (TIF) District Decertification
TIF District 1-12, which is a redevelopment district for Gateway North, was approved in 2001. The required
decertification date is December 2028. However, the final bond payment for the district was paid in February
2024, and the final PAYGO payment will be paid in August 2024. Therefore, it is recommended to decertify this
district in 2024 so that captured tax capacity from the district can be added to the tax base. This early
decertification was included for 2025 during the preparation of the FMP. In addition, TIF District 1-15 and TIF
District 1-18 will be decertified in 2024.
The decertification of these districts has been reflected in the tax capacity numbers for the 2025 budget.
EDA and HRA Levy
In the past, the City has utilized the EDA levy for both EDA and redevelopment activities. During the preparation
of the FMP, there was consensus to start increasing the property tax levy for redevelopment and housing
activities. For transparency to the taxpayer, it makes sense to include the development and housing activities in
a separate HRA levy. Council and the EDA will need to determine whether to enact the HRA levy and the
amount of the HRA levy during the 2025 budget process. The 2024 EDA levy is $275,000 and the 2025 levy per
the FMP is $325,000.
Financial Management Plan (FMP)
The FMP that was completed in 2023 include inflations assumptions. These assumptions include non-property
tax revenue increases at 2% and expense increases at 4%. For the 2025 Budget, the revenue assumptions will
follow the FMP, and expenses for contractual and commodities are proposed to be at 3% so that there are funds
available to address other priorities that will arise during the budget process. As a reminder the FMP targets a
city property tax increase of $100 per year.
Based on the preliminary values from the County, the property tax levy, and the assumptions listed above, the
tax impacts for the 5 sample properties are shown below:
2024 2025 *
Property Market
Value
City
Property
Tax
Market
Value
City
Property
Tax
% Increase
Market
Value
City Property
Tax Change
Median Home $363,000 $1,180 $352,500 $1,248 -2.89%$101
Property 1 371,400 $1,203 362,900 1,324 -2.29%121
Property 2 417,900 1,368 414,900 1,539 -.72%171
Property 3 441,200 1,444 417,000 1,547 -5.49%103
Property 4 519,700 1,717 505,900 1,924 -2.66%207
Average $141
*2025 is based on the revised homestead market value exclusion changes.
One-time public safety aid
$1,733,090 in one-time public safety aid was received in 2023. These funds were identified to be utilized as
follows:
Description 2024
Budget
2025
Budget
2026
Budget
Police Officers (2 FTE’s)$205,600 116,000 $63,800
Firefighter/Paramedics (3 FTE’s)222,750 156,750 86,214
Fire staffing plan 100,000
Toughbook computers and watchguard 188,000 71,000 69,966
SCBA’s for fire*450,000
Total $716,350 $793,750 $219,980
*or fund new Deputy Chief
The property tax impact of adding these items to the property tax levy as the one-time public safety aid is
depleted has been included in the FMP. If the Deputy Fire Chief is funded instead of the SCBA’s, the impact of
this change will need to be included in the FMP.
Other Considerations
As in any budget process there are many initiatives and projects that must be considered as these items have an
impact to the levy. Items for Council to consider and prioritize include the following:
•Salaries for existing employees
o Labor contracts for all unions will expire on 12/31/2024.
•Equipment Capital
o There was approximately $2.7 million of equipment to be replaced included in the FMP
during 2025 with $1.9 million of this equipment to be replaced through the issuance of
equipment certificates.
•Additional employees
o There has been discussion regarding the following positions. The numbers below are
based on a 3% COLA increase from 2024 salaries.
▪Public Service Worker-Mechanic $110,000 (levy impact $82,000)
▪Communications Manager $147,000
▪Deputy Fire Chief $174,000
▪Police Officer $124,000
▪Building Inspector (already included in the FMP)
•There are several 2025 projects that will require debit issuance.
o 2025 Pavement Management-Thompson 2nd, EPD (Jamaica to Hyde), Kingsborough Trail.
▪$4.7 million project with $4.2 million in debt issuance
o Shoppes at Cottage View
▪$1 million (This is development driven)
o Industrial Park Water Tower
▪$7.5 million with $4 million in debt issuance (This is development driven).
o Total debt issuance for 2025 projects and equipment certificates is $11.1 million.
•There has been recent discussion regarding the building at Kingston Park with a possible debt
issuance of $5 million.
•New offerings for health insurance
•Level of Service Reductions
•Assigned squads.
o During the May 15th workshop, information will be provided regarding assigned squads.
The preliminary additional cost for this program is estimated to be $20,000 per year.
•HERO Center funding
o The HERO Center opened in 2020 during COVID and operated under COVID restrictions
in 2020 and 2021. Therefore, the past two years have provided the first realistic
operating revenue and expenditures for the facility. Both years had had operating
deficits. $49,495 was included in the 2024 Budget for the estimated portion that
Cottage Grove would need to contribute toward the operating deficit in 2024. This does
not include future capital needs of the facility which are being identified through the
preparation of a Capital Improvement Plan for the HERO Center.
•Other Budget Additions that are submitted by departments throughout the budget process.
•Other Council considerations.
Action Requested
City Council discussion and direction for the 2025 Budget.
BUDGET
CALENDAR
2025 Budget Calendar
Target Date Responsible Party Action
May 1, 2024 Council Budget Kickoff with Council
May 6, 2024 Departments Budget Kickoff with Departments
June 5, 2024 Departments All input complete in Tyer. All
budget additions submitted. All
equipment replacement requests
submitted
June 14, 2024 Departments All budget narratives submitted
June 25-27, 2024 Departments and Budget Team Department budget meetings
July 24, 2024 Council Budget workshop
July 31, 2024 Council Budget workshop
August 28, 2024 Council Budget workshop
September 4, 2024 Council Adopt preliminary levy and budget
By September 30, 2024 Finance Certify preliminary levy and
comment budget meeting date to
County
November 2024 County Prepare and mail proposed
property tax statements for 2025
December 4,2024 Council Receive public budget comments.
December 4, 2024 Council Adopt final property tax levy and
2025 budget
By December 28, 2024 Finance Certify final levy
4/24/2024CITY OF COTTAGE GROVEFinancial Management PlanLong Range Budget ProjectionsInflation Assumptions8,803,424 23 9,951,579 10,453,201 10,968,444 1 Revenue (Non-property tax) 2.00% 2.00% 2.00% 2.00% 2.00% 2.00% 2.00%2 Interest Earnings 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00%3 Expenses (Non-ISF Charges) 4.00% 4.00% 4.00% 4.00% 4.00% 4.00% 4.00%4 CIP Inflation Factor 4.00% 4.00% 4.00% 4.00% 4.00% 4.00% 4.00%Budget Proposed Proposed ProjectedGENERAL FUND 2024 2025 2026 2027 2028 2029 2030REVENUE66 General Fund Operating Tax Levy18,567,010 20,520,800 22,494,374 24,224,099 25,818,842 27,451,001 28,832,294 88 Total Other Special Levies 4,558,590 5,363,770 6,149,625 7,287,853 8,411,624 9,505,648 10,956,893 89 Total Tax Levy23,125,600 25,884,570 28,643,999 31,511,952 34,230,466 36,956,649 39,789,18790 Increase/(Decrease) in Total Tax Levy11.99% 11.93% 10.66% 10.01% 8.63% 7.96% 7.66%91 Fiscal Disparity Distribution(2,687,797) (2,610,842) (3,007,545) (3,287,794) (3,596,325) (3,878,134) (4,167,379)92Net Levy to Taxpayers 20,437,803 23,273,728 25,636,455 28,224,158 30,634,141 33,078,515 35,621,8089394 Existing Tax Base 62,216,047 59,889,490 60,271,522 60,728,748 61,118,374 61,511,370 61,807,853 95 Existing TIF Districts Decertifying - 1,612,064 - 37,230 - 17,708 190,211 96 New Growth Net Tax Capacity - 1,696,588 1,599,710 1,648,330 1,540,160 1,400,436 97 Total Net Tax Capacity 62,216,047 61,501,554 61,968,110 62,365,688 62,766,704 63,069,238 63,398,5000.00%98Urban Tax Rate on Net Tax Capacity32.926% 37.928% 41.463% 45.353% 48.906% 52.554% 56.297%99 Urban Tax Rate % Change -2.91% 15.19% 9.32% 9.38% 7.83% 7.46% 7.12%100 City Taxes on $329,600 Residential Homestead #1 1,203 1,324 1,414 1,512 1,593 1,673 1,751101 $ Tax Increase/(Decrease) 112$ 121$ 90$ 98$ 81$ 80$ 78$ 102 % Tax Increase / (Decrease) 10.27% 10.04% 6.83% 6.90% 5.37% 5.01% 4.66%103 City Taxes on $373,600 Residential Homestead #2 1,368 1,539 1,645 1,759 1,854 1,948 2,039104 $ Tax Increase/(Decrease) 114$ 171$ 106$ 114$ 95$ 94$ 91$ 105 % Tax Increase / (Decrease) 9.09% 12.48% 6.88% 6.95% 5.41% 5.05% 4.70%106 City Taxes on $414,300 Residential Homestead #4 1,444 1,547 1,654 1,769 1,865 1,959 2,051107 $ Tax Increase/(Decrease) 40$ 103$ 107$ 115$ 96$ 94$ 92$ 108 % Tax Increase / (Decrease) 2.85% 7.16% 6.90% 6.93% 5.42% 5.06% 4.71%109 City Taxes on $463,300 Residential Homestead #3 1,717 1,924 2,048 2,191 2,311 2,429 2,545110 $ Tax Increase/(Decrease) 147$ 207$ 123$ 143$ 120$ 118$ 116$ 111 % Tax Increase / (Decrease) 9.36% 12.08% 6.41% 6.99% 5.47% 5.10% 4.77%112 Existing Tax Base Inflation / (Deflation) 2.0% -2.0% -2.0% -2.0% -2.0% -2.0% -2.0%113 Total Tax Base Increase 18% -1% 1% 1% 1% 0% 1%114 % from New Growth 0% 0% 3% 3% 3% 2% 2%GENEPROPERTY TAX LEVY AND TAX IMPACT
CITY OF COTTAGE GROVE, MINNESOTA
COMBINING STATEMENT OF NET POSITION-UNAUDITED
INTERNAL SERVICE FUNDS
December 31, 2023
With Comparative Data as of December 31, 2022 and 2021
2023 2022 2023 2022 2023 2022 Totals
Self Self Fleet Fleet Information Information Internal Service Funds
Insurance Insurance Maintenance Maintenance Services Services 2023 2022 2021
Assets:
Current assets:
Cash and investments 201,473$ 451,160$ (635,524)$ (603,736) 106,413 (245,061) (327,638)$ (397,637)$ 719,997$
Interfund receivable - - - - - - - - 631,585
Accounts receivable 57,899 17,486 1,556 - - - 59,455 17,486 96,357
Prepaid items 242,005 425,766 - 383 149,167 141,913 391,172 568,062 273,103
Inventory - at cost - - 218,928 172,195 - - 218,928 172,195 146,581
Total current assets 501,377 894,412 (415,040) (431,158) 255,580 (103,148) 341,917 360,106 1,867,623
Noncurrent assets:
Capital assets:
Land - - 424,665 424,665 - - 424,665 424,665 424,665
Buildings and improvements - - 928,870 928,870 - - 928,870 928,870 928,870
Equipment and furniture - - - - 70,127 70,127 70,127 70,127 70,127
Machinery and equipment - - 489,092 514,525 - - 489,092 514,525 504,229
Total capital assets - - 1,842,627 1,868,060 70,127 70,127 1,912,754 1,938,187 1,927,891
Less: Accumulated depreciation - - (1,000,703) (989,042) (65,729) (64,502) (1,066,432) (1,053,544) (1,012,376)
Total noncurrent assets - - 841,924 879,018 4,398 5,625 846,322 884,643 915,515
Total assets 501,377$ 894,412$ 426,884$ 447,860$ 259,978$ (97,523)$ 1,188,239$ 1,244,749$ 2,783,138$
Deferred outflows:
Deferred outflows related to pension - - 138,357 239,422 59,296 105,385 197,653 344,807 387,323
Deferred outflows related to OPEB - - 26,358 10,533 12,092 4,710 38,450 15,243 17,778
Total deferred outflows - - 164,715 249,955 71,388 110,095 236,103 360,050 405,101
Liabilities:
Current liabilities:
Accounts payable 7,373$ 28,218$ 54,619$ 17,582$ 45,985$ 4,997$ 107,977$ 50,797$ 65,775$
Interfund payable - - - - - - 631,585
Health care benefits payable 52,765 35,356 - - - - 52,765 35,356 25,279
Unpaid claims 254,229 232,045 - - - - 254,229 232,045 222,469
Salaries payable - - 25,926 29,712 12,917 12,162 38,843 41,874 40,598
Due to other governmental units 2,855 306 707 1,607 - - 3,562 1,913 59,607
Compensated absences payable - - 39,657 42,200 27,826 30,875 67,483 73,075 65,995
Total current liabilities 317,222 295,925 120,909 91,101 86,728 48,034 524,859 435,060 1,111,308
Noncurrent liabilities:
Compensated absences payable - - 14,213 17,081 10,677 847 24,890 17,928 19,007
Net OPEB liability - - 40,165 16,423 18,426 7,345 58,591 23,768 40,192
Net pension liability - - 444,667 661,962 190,572 291,371 635,239 953,333 484,199
Total noncurrent liabilities - - 499,045 695,466 219,675 299,563 718,720 995,029 543,398
Total liabilities 317,222 295,925 619,954 786,567 306,403 347,597 1,243,579 1,430,089 1,654,706
Deferred inflows:
Deferred inflows related to OPEB - - 4,485 5,452 2,057 2,438 6,542 7,890 1,183
Deferred inflows related to pension - - 143,927 8,752 61,683 3,852 205,610 12,604 448,350
Total deferred inflows - - 148,412 14,204 63,740 6,290 212,152 20,494 449,533
Net position:
Net investment in capital assets - - 841,924 879,018 4,398 5,625 846,322 884,643 915,515
Unrestricted 184,155 598,487 (1,018,691) (981,974) (43,175) (346,940) (877,711) (730,427) 168,485
Total net position 184,155$ 598,487$ (176,767)$ (102,956)$ (38,777)$ (341,315)$ (31,389)$ 154,216$ 1,084,000$
CITY OF COTTAGE GROVE, MINNESOTA
INTERNAL SERVICE FUNDS
COMBINING STATEMENT OF REVENUES, EXPENSES AND
CHANGES IN NET POSITION-UNAUDITED
For The Year Ended December 31, 2023
With Comparative Data for the Year Ended December 31, 2022 and 2021
2023 2022 2023 2022 2023 2022
Self Self Fleet Fleet Information Information
Insurance Insurance Maintenance Maintenance Services Services 2023 2022 2021
Operating revenues:
Charges for services:
User fees -$ -$ 2,243,130$ 1,702,301$ 1,480,336$ 1,167,226$ 3,723,466$ 2,869,527$ 2,433,690$
Employee benefits 2,891,925 2,520,820 - - - - 2,891,925 2,520,820 2,195,554
Insurance refunds and reimbursements 112,013 106,021 - - - - 112,013 106,021 124,260
Total operating revenues 3,003,938 2,626,841 2,243,130 1,702,301 1,480,336 1,167,226 6,727,404 5,496,368 4,753,504
Operating expenses:
Operating and maintenance:
Personal services - - 895,274 878,117 384,865 369,728 1,280,139 1,247,845 1,132,764
Commodities - - 750,184 790,757 110,057 144,206 860,241 934,963 701,381
Contractual services - - 636,379 356,007 886,289 815,299 1,522,668 1,171,306 842,194
Total operation and maintenance - - 2,281,837 2,024,881 1,381,211 1,329,233 3,663,048 3,354,114 2,676,339
Administrative and general:
Personal insurance benefits 2,848,556 2,593,070 - - - - 2,848,556 2,593,070 2,248,768
Contractual services 435,125 412,042 - - - - 435,125 412,042 329,084
Claims 208,094 186,169 - - - - 208,094 186,169 145,677
Total administrative and general 3,491,775 3,191,281 - - - - 3,491,775 3,191,281 2,723,529
Depreciation - - 37,095 37,757 1,227 3,410 38,322 41,167 53,260
Total operating expenses 3,491,775 3,191,281 2,318,932 2,062,638 1,382,438 1,332,643 7,193,145 6,586,562 5,453,128
Operating income (loss)(487,837) (564,440) (75,802) (360,337) 97,898 (165,417) (465,741) (1,090,194) (699,624)
Nonoperating revenues (expenses):
Investment earnings 19,508 (49,169) - - 2,785 - 22,293 (49,169) (9,249)
Loss on disposal of property - - - - - - - - (16,479)
Miscellaneous 52,230 8,773 1,991 2,130 201,855 198,673 256,076 209,576 8,704
Total nonoperating revenues 71,738 (40,396) 1,991 2,130 204,640 198,673 278,369 160,407 (17,024)
Income (loss) before
contributions and transfers (416,099) (604,836) (73,811) (358,207) 302,538 33,256 (187,372) (929,787) (716,648)
Capital contributions - - - - - - - - -
Transfers in 1,767 - - - 1,767 - -
Change in net position (414,332) (604,836) (73,811) (358,207) 302,538 33,256 (185,605) (929,787) (716,648)
Net position - January 1 598,487 1,203,323 (102,956) 255,251 (341,315) (374,571) 154,216 1,084,003 1,800,651
Net position - December 31 184,155$ 598,487$ (176,767)$ (102,956)$ (38,777)$ (341,315)$ (31,389)$ 154,216$ 1,084,003$
Totals
Internal Service Funds
Estimated Taxable New Estimated Taxable NewMarket Market Construc- Tax Market Market Construc- TaxValue Value tion Capacity Value Value tion CapacityEMVTMVNC TC NC OtherNC Other0002 Baytown 693,705,200 684,495,800 10,855,700 7,621,892 715,205,300 707,668,300 15,643,700 7,887,921 3% 3% 44% 3% 2% 1% 2% 1%0004 Denmark 690,007,800 653,292,200 6,029,400 7,102,400 709,424,500 680,579,200 5,742,400 7,388,177 3% 4%-5%4% 1% 2% 1% 3%0009 May 1,075,156,900 1,031,668,100 7,245,100 11,156,164 1,015,210,400 971,727,800 5,548,400 10,429,057-6% -6% -23% -7%1%-6%1%-6%0011 Grey Cloud Island 64,744,800 64,208,500 8,300 704,636 66,005,300 65,143,200 9,300 715,194 2% 1% 12% 1% 0% 2% 0% 1%0014 Stillwater Twp 598,451,400 573,066,000 3,618,900 6,106,443 612,019,100 587,687,400 3,004,400 6,280,740 2% 3%-17%3% 1% 2% 1% 2%0017 West Lakeland 1,082,109,300 1,072,391,200 7,290,000 11,783,517 1,018,901,700 1,008,364,300 4,291,100 10,994,676-6% -6% -41% -7%0%-6%0%-6%0100 Afton 1,079,009,900 1,047,732,300 16,688,400 11,681,613 985,286,100 957,349,700 11,335,800 10,600,615-9% -9% -32% -9%1%-10%1%-10%0200 Bayport 508,007,000 502,125,400 6,872,100 5,773,184 495,855,300 485,417,000 3,000,300 5,579,328-2% -3% -56% -3%1%-3%1%-4%0300 Birchwood 216,346,000 214,951,100 659,300 2,321,206 222,624,200 219,717,300 1,026,600 2,372,697 3% 2% 56% 2% 0% 2% 0% 2%0400 Scandia 1,079,820,400 1,044,884,000 10,420,900 11,057,558 1,078,096,500 1,040,006,600 7,461,300 10,964,7370% 0% -28% -1%1%-1%1%-1%0500 Dellwood 531,444,100 528,097,600 7,819,100 6,212,777 519,896,300 516,544,800 3,628,700 6,070,299-2% -2% -54% -2%1%-3%1%-3%0600 Forest Lake 3,536,494,100 3,468,370,000 39,450,800 39,297,363 3,624,274,400 3,525,704,700 24,335,900 40,100,886 2% 2%-38%2% 1% 2% 1% 1%0700 Hugo 3,132,373,000 3,046,333,000 82,376,400 33,271,078 3,077,566,400 2,958,068,900 48,439,100 32,359,855-2% -3% -41% -3%2%-3%2%-4%0800 Lake Elmo 3,245,534,500 3,186,775,200 166,515,400 36,027,920 3,394,591,300 3,332,056,200 101,310,700 37,752,743 5% 5%-39%5% 3% 1% 3% 1%0900 Lakeland Shores 81,320,600 80,525,500 46,500 895,989 84,021,400 83,025,200 1,109,100 926,939 3% 3% 2285% 3% 1% 2% 1% 2%1000 Mahtomedi 1,591,020,500 1,580,527,500 10,118,000 17,295,855 1,629,959,100 1,607,928,400 22,401,400 17,673,267 2% 2% 121% 2% 1% 1% 1% 0%1100 Marine on St Croix 199,940,600 198,821,800 2,373,600 2,171,079 212,504,300 210,577,400 1,671,900 2,307,809 6% 6%-30%6% 1% 5% 1% 5%1200 Newport 682,180,800 668,663,500 10,791,600 8,078,570 662,334,400 639,711,500 2,836,000 7,840,549-3% -4% -74% -3%0%-3%0%-5%1300 St Paul Park 612,470,900 587,628,400 1,352,700 6,691,323 617,809,000 579,320,300 2,069,100 6,654,101 1%-1%53%-1%0% 1% 0%-2%1400 Landfall 12,266,800 12,266,800 0 240,954 12,266,800 12,266,800 0 240,954 0% 0% 0% 0% 0% 0% 0% 0%1500 Stillwater City 3,829,359,200 3,793,744,000 36,735,200 43,331,088 3,821,642,500 3,751,995,600 25,815,200 43,109,0010% -1% -30% -1%1%-1%1%-2%1600 Willernie 68,487,100 65,769,800 989,700 730,676 68,865,400 64,615,900 80,300 719,435 1%-2% -92% -2%0% 0% 0%-2%1700 Oak Park Heights 1,122,110,600 1,111,819,800 3,321,300 16,474,402 1,127,702,800 1,109,258,400 2,916,800 16,526,605 0%0% -12%0% 0% 0% 0%0%1800 St Mary's Point 123,212,800 122,200,400 2,776,300 1,356,490 121,565,200 119,906,100 544,100 1,329,238-1% -2% -80% -2%0%-2%0%-2%1900 Lakeland 350,921,100 346,259,100 841,100 3,771,695 336,495,600 325,757,200 1,851,200 3,582,252-4% -6%120%-5%1%-5%1%-6%2000 Lake St Croix Beach 179,932,600 176,211,000 895,400 1,810,988 167,628,600 159,877,700 242,900 1,647,555-7% -9% -73% -9%0%-7%0%-9%2100 Pine Springs 83,548,200 82,468,400 530,700 867,187 86,302,900 85,087,800 124,100 898,805 3% 3%-77%4% 0% 3% 0% 3%2200 Cottage Grove 6,368,295,800 6,193,083,500 258,602,700 68,904,450 6,372,330,400 6,135,382,200 175,341,200 69,062,574 0%-1% -32%0% 3%-3%3%-4%2500 Woodbury 15,164,712,300 14,910,635,000 333,096,900 174,515,212 15,079,217,500 14,755,286,100 298,421,200 173,267,335-1% -1% -10% -1%2%-3%2%-3%2600 Oakdale 4,179,297,000 4,083,880,800 79,833,800 47,497,879 4,257,251,600 4,089,383,900 114,909,100 48,209,723 2% 0% 44% 1% 3%-1%3%-3%2700 Grant 1,293,408,500 1,260,615,400 12,414,900 13,838,887 1,266,342,800 1,234,665,000 12,481,700 13,508,936-2% -2%1%-2%1%-3%1%-3%7500 Hastings 3,409,900 3,391,200 0 57,809 3,408,300 3,380,200 0 57,6950% 0%0%0%0%0%0%0%9400 White Bear Lake 56,330,200 55,530,800 53,000 670,649 57,363,600 55,791,100 267,000 677,377 2% 0% 404% 1% 0% 1% 0%0%Grand Total 53,535,429,900 52,452,433,100 1,120,623,200 599,318,933 53,519,969,000 52,079,252,200 897,860,000 597,737,0750% -1% -20% 0%2%-2%2%-2%Tax Authorityto Preliminary Change Change2025 Due to Due toWASHINGTON COUNTYPRELIMINARY PAY 2025 VALUES of TAXABLE PROPERTYNote: these values are very preliminary and reflect the values as mailed on Valuation Notices in March 2024.They are prior to Boards of Appeal and Equalization and include state determined utility values from the prior year.Tax Capacities are estimates based on laws in effect for Pay 2024. They are subject to change.Final Pay 2024Preliminary Pay 2025 Change from 2024 2025 EMV 2025 TMV3/27/2024 Property Records and Taxpayer Services Taxation Division
Estimated Taxable New Estimated Taxable NewMarket Market Construc- Tax Market Market Construc- TaxValue Value tion Capacity Value Value tion CapacityEMVTMVNC TC NC OtherNC OtherTax Authorityto Preliminary Change Change2025 Due to Due toWASHINGTON COUNTYPRELIMINARY PAY 2025 VALUES of TAXABLE PROPERTYNote: these values are very preliminary and reflect the values as mailed on Valuation Notices in March 2024.They are prior to Boards of Appeal and Equalization and include state determined utility values from the prior year.Tax Capacities are estimates based on laws in effect for Pay 2024. They are subject to change.Final Pay 2024Preliminary Pay 2025 Change from 2024 2025 EMV 2025 TMV0200 Hastings 752,876,300 715,316,000 8,406,400 7,835,521 772,097,400 741,078,800 5,796,000 8,109,032 3% 4%-31%3% 1% 2% 1% 3%0622 N St Paul/Mpwd/Oakdale 6,382,838,100 6,270,225,000 84,459,800 78,533,886 6,448,360,200 6,251,637,300 124,400,700 79,012,480 1%0%47% 1% 2%-1%2%-2%0624 White Bear Lake 2,582,795,900 2,524,250,900 45,925,000 27,879,708 2,532,054,700 2,439,253,100 29,569,400 27,017,124-2% -3% -36% -3%1%-3%1%-5%0831 Forest Lake 5,015,985,300 4,889,458,500 66,506,800 54,306,560 5,090,624,800 4,927,782,600 42,231,600 54,860,470 1% 1%-37%1% 1% 1% 1%0%0832 Mahtomedi 3,406,424,800 3,365,918,600 46,613,900 37,310,986 3,427,675,000 3,374,700,100 40,741,100 37,450,260 1% 0%-13%0% 1%-1%1%-1%0833 South Washington Co 18,954,223,200 18,518,113,900 449,812,100 206,832,484 18,857,745,500 18,291,622,200 379,636,100 205,145,956-1% -1% -16% -1%2%-3%2%-3%0834 Stillwater 16,289,385,200 16,023,666,200 418,052,200 185,121,498 16,235,960,300 15,903,174,000 273,923,000 184,595,1910% -1% -34% 0%2%-2%2%-2%2144 Chisago Lakes 150,901,100 145,484,000 847,000 1,498,290 155,451,100 150,004,100 1,562,100 1,546,562 3% 3% 84% 3% 1% 2% 1% 2%Grand Total 53,535,429,900 52,452,433,100 1,120,623,200 599,318,933 53,519,969,000 52,079,252,200 897,860,000 597,737,0750% -1% -20% 0%2%-2%2%-2%3/27/2024 Property Records and Taxpayer Services Taxation Division
WASHINGTON COUNTY
Value and Tax Capacity of Taxable Property
Values Assessed in 2024 for Taxes Payable in 2025 - Preliminary 2025
New Estimated Market Value Value Exclusions and Deferrals Taxable Market Value Referendum Tax Capacity Deductions Taxable for Fiscal Adjusted
Tax Authority
Improve-
ments
Real
Estate
Personal
Property Total Green
Acres
Rural
Preserve
Open
Space
Plat
Deferral
Disabled
Vets
Mold
Exclusion
Homestead
Exclusion
Real
Estate
Personal
Property Total
Market
Value
Real
Estate
Personal
Property Total TIF Power-
line
FD Contri-
bution
Local
Tax Rate
Disparity
Distribution
Tax
Capacity
CITY/TOWN
0100 CITY OF AFTON 11,335,800 979,902,500 5,383,600 985,286,100 18,564,400 4,032,900 0 397,600 2,700,000 0 2,241,500 951,966,100 5,383,600 957,349,700 878,288,600 10,497,654 102,961 10,600,615 0 0 359,493 10,241,122 0 10,241,122
0200 CITY OF BAYPORT 3,000,300 494,473,400 1,381,900 495,855,300 0 0 0 0 2,175,000 0 8,263,300 484,035,100 1,381,900 485,417,000 493,187,800 5,551,699 27,629 5,579,328 0 0 378,087 5,201,241 0 5,201,241
0300 CITY OF BIRCHWOOD 1,026,600 222,218,800 405,400 222,624,200 0 0 0 0 600,000 0 2,306,900 219,311,900 405,400 219,717,300 219,373,500 2,364,589 8,108 2,372,697 0 0 0 2,372,697 0 2,372,697
2200 CITY OF COTTAGE GROVE 175,341,200 6,337,517,500 34,812,900 6,372,330,400 23,568,300 4,202,600 0 8,570,100 49,258,200 0 151,349,000 6,100,569,300 34,812,900 6,135,382,200 6,178,616,700 68,381,571 681,003 69,062,574 3,032,313 0 4,918,537 61,111,724 0 61,111,724
0500 CITY OF DELLWOOD 3,628,700 519,061,100 835,200 519,896,300 566,700 40,900 1,961,000 0 750,000 0 32,900 515,709,600 835,200 516,544,800 508,424,800 6,053,595 16,704 6,070,299 0 0 143,972 5,926,327 0 5,926,327
0600 CITY OF FOREST LAKE 24,335,900 3,607,600,800 16,673,600 3,624,274,400 9,614,700 3,891,300 0 1,071,900 22,087,900 0 61,903,900 3,509,031,100 16,673,600 3,525,704,700 3,514,347,300 39,785,328 315,558 40,100,886 515,835 143 2,804,730 36,780,178 0 36,780,178
2700 CITY OF GRANT 12,481,700 1,258,423,200 7,919,600 1,266,342,800 21,101,200 4,538,200 0 862,100 3,900,000 0 1,276,300 1,226,745,400 7,919,600 1,234,665,000 1,180,479,300 13,351,044 157,892 13,508,936 0 241 247,504 13,261,191 0 13,261,191
7500 CITY OF HASTINGS 0 3,386,400 21,900 3,408,300 0 0 0 0 0 0 28,100 3,358,300 21,900 3,380,200 3,379,800 57,257 438 57,695 0 0 19,254 38,441 0 38,441
0700 CITY OF HUGO 48,439,100 3,064,134,600 13,431,800 3,077,566,400 28,465,400 4,830,800 730,400 8,405,200 17,531,000 0 59,534,700 2,944,637,100 13,431,800 2,958,068,900 2,940,603,100 32,094,929 264,926 32,359,855 0 103 1,760,787 30,598,965 0 30,598,965
0800 CITY OF LAKE ELMO 101,310,700 3,379,354,700 15,236,600 3,394,591,300 25,520,100 4,319,900 2,452,800 7,907,200 12,675,000 0 9,660,100 3,316,819,600 15,236,600 3,332,056,200 3,287,441,600 37,449,761 302,982 37,752,743 0 105 1,702,189 36,050,449 0 36,050,449
2000 CITY OF LAKE ST CROIX BEACH 242,900 167,352,400 276,200 167,628,600 0 0 0 0 833,100 0 6,917,800 159,601,500 276,200 159,877,700 165,353,800 1,642,031 5,524 1,647,555 0 0 20,492 1,627,063 0 1,627,063
1900 CITY OF LAKELAND 1,851,200 336,150,700 344,900 336,495,600 4,700 0 0 0 2,060,600 0 8,673,100 325,412,300 344,900 325,757,200 331,048,600 3,575,354 6,898 3,582,252 56,993 0 123,892 3,401,367 0 3,401,367
0900 CITY OF LAKELAND SHORES 1,109,100 83,988,200 33,200 84,021,400 0 0 0 0 300,000 0 696,200 82,992,000 33,200 83,025,200 83,721,400 926,275 664 926,939 0 0 22,858 904,081 0 904,081
1400 CITY OF LANDFALL 0 12,003,900 262,900 12,266,800 0 0 0 0 0 0 0 12,003,900 262,900 12,266,800 12,266,800 235,696 5,258 240,954 0 0 91,125 149,829 0 149,829
1000 CITY OF MAHTOMEDI 22,401,400 1,625,782,800 4,176,300 1,629,959,100 0 204,900 0 649,500 4,485,500 0 16,690,800 1,603,752,100 4,176,300 1,607,928,400 1,614,677,000 17,590,241 83,026 17,673,267 186,919 0 675,767 16,810,581 0 16,810,581
1100 CITY OF MARINE ON ST CROIX 1,671,900 211,946,500 557,800 212,504,300 0 0 0 0 450,000 0 1,476,900 210,019,600 557,800 210,577,400 203,912,500 2,296,653 11,156 2,307,809 0 0 75,732 2,232,077 0 2,232,077
1200 CITY OF NEWPORT 2,836,000 657,625,700 4,708,700 662,334,400 790,700 546,800 0 20,600 4,133,900 0 17,130,900 635,002,800 4,708,700 639,711,500 645,911,100 7,746,375 94,174 7,840,549 76,242 0 943,197 6,821,110 0 6,821,110
1700 CITY OF OAK PARK HEIGHTS 2,916,800 1,123,993,200 3,709,600 1,127,702,800 0 0 0 0 2,400,000 0 16,044,400 1,105,548,800 3,709,600 1,109,258,400 1,118,074,900 16,452,913 73,692 16,526,605 311,385 151 3,539,447 12,675,622 0 12,675,622
2600 CITY OF OAKDALE 114,909,100 4,242,114,300 15,137,300 4,257,251,600 912,300 0 0 8,405,600 23,082,600 0 135,467,200 4,074,246,600 15,137,300 4,089,383,900 4,183,864,700 47,910,489 299,234 48,209,723 1,280,954 0 5,130,317 41,798,452 0 41,798,452
2100 CITY OF PINE SPRINGS 124,100 85,138,900 1,164,000 86,302,900 0 0 0 0 1,050,000 0 165,100 83,923,800 1,164,000 85,087,800 85,252,900 876,275 22,530 898,805 0 0 7,411 891,394 0 891,394
0400 CITY OF SCANDIA 7,461,300 1,071,238,000 6,858,500 1,078,096,500 14,463,800 7,960,300 44,600 1,646,700 6,525,000 0 7,449,500 1,033,148,100 6,858,500 1,040,006,600 932,086,900 10,829,067 135,670 10,964,737 0 156 260,510 10,704,071 0 10,704,071
1800 CITY OF ST MARY'S POINT 544,100 121,485,900 79,300 121,565,200 0 0 0 0 600,000 0 1,059,100 119,826,800 79,300 119,906,100 116,894,900 1,327,652 1,586 1,329,238 0 0 0 1,329,238 0 1,329,238
1300 CITY OF ST PAUL PARK 2,069,100 614,374,800 3,434,200 617,809,000 554,500 1,359,900 0 0 5,109,100 0 31,465,200 575,886,100 3,434,200 579,320,300 609,110,100 6,587,417 66,684 6,654,101 223 0 603,853 6,050,025 0 6,050,025
1500 CITY OF STILLWATER 25,815,200 3,812,452,100 9,190,400 3,821,642,500 1,023,100 879,200 0 31,400 13,200,000 0 54,513,200 3,742,805,200 9,190,400 3,751,995,600 3,786,501,400 42,927,250 181,751 43,109,001 3,129,313 0 3,500,616 36,479,072 0 36,479,072
9400 CITY OF WHITE BEAR LAKE 267,000 57,227,800 135,800 57,363,600 0 0 0 0 300,000 0 1,272,500 55,655,300 135,800 55,791,100 57,063,600 674,661 2,716 677,377 0 0 62,122 615,255 0 615,255
1600 CITY OF WILLERNIE 80,300 68,607,000 258,400 68,865,400 0 0 0 0 450,000 0 3,799,500 64,357,500 258,400 64,615,900 68,387,900 714,267 5,168 719,435 0 0 56,202 663,233 0 663,233
2500 CITY OF WOODBURY 298,421,200 15,030,139,800 49,077,700 15,079,217,500 61,001,100 8,175,700 0 25,587,800 47,573,700 0 181,593,100 14,706,208,400 49,077,700 14,755,286,100 14,843,503,100 172,296,015 971,320 173,267,335 243,930 0 15,418,932 157,604,473 0 157,604,473
0002 TOWN OF BAYTOWN 15,643,700 703,100,800 12,104,500 715,205,300 3,238,900 1,096,300 0 585,700 2,100,000 0 516,100 695,563,800 12,104,500 707,668,300 692,855,300 7,704,251 183,670 7,887,921 0 0 65,513 7,822,408 0 7,822,408
0004 TOWN OF DENMARK 5,742,400 703,962,400 5,462,100 709,424,500 17,005,100 8,087,500 0 0 3,000,000 0 752,700 675,117,100 5,462,100 680,579,200 561,542,300 7,280,758 107,419 7,388,177 0 0 370,243 7,017,934 0 7,017,934
0011 TOWN OF GREY CLOUD ISLAND 9,300 65,438,600 566,700 66,005,300 0 146,500 0 0 150,000 0 565,600 64,576,500 566,700 65,143,200 60,470,700 704,598 10,596 715,194 0 0 33,667 681,527 0 681,527
0009 TOWN OF MAY 5,548,400 1,010,994,300 4,216,100 1,015,210,400 28,098,800 10,466,000 0 17,700 2,250,000 0 2,650,100 967,511,700 4,216,100 971,727,800 837,870,300 10,344,735 84,322 10,429,057 0 0 232,838 10,196,219 0 10,196,219
0014 TOWN OF STILLWATER 3,004,400 610,056,100 1,963,000 612,019,100 17,041,700 5,004,700 0 0 1,650,000 0 635,300 585,724,400 1,963,000 587,687,400 550,563,500 6,241,480 39,260 6,280,740 0 0 41,308 6,239,432 0 6,239,432
0017 TOWN OF WEST LAKELAND 4,291,100 1,014,978,300 3,923,400 1,018,901,700 4,496,100 994,200 0 608,600 3,150,000 0 1,288,500 1,004,440,900 3,923,400 1,008,364,300 987,847,000 10,917,470 77,206 10,994,676 0 0 181,842 10,812,834 0 10,812,834
Total CITY/TOWN 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
COUNTY
82 WASHINGTON COUNTY 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
Total COUNTY 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
COUNTY REGIONAL RAIL
519 WASHINGTON COUNTY RRA 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
Total COUNTY REGIONAL RAIL 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
HRA
136 HASTINGS HRA 0 3,386,400 21,900 3,408,300 0 0 0 0 0 0 28,100 3,358,300 21,900 3,380,200 3,379,800 57,257 438 57,695 0 0 19,254 38,441 0 38,441
187 WASHINGTON COUNTY CDA 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
316 WOODBURY HRA 298,421,200 15,030,139,800 49,077,700 15,079,217,500 61,001,100 8,175,700 0 25,587,800 47,573,700 0 181,593,100 14,706,208,400 49,077,700 14,755,286,100 14,843,503,100 172,296,015 971,320 173,267,335 243,930 0 15,418,932 157,604,473 0 157,604,473
Total HRA
1,196,281,20
0 68,329,751,700 272,843,100 68,602,594,800 337,032,700 78,954,300 5,188,800 90,355,500 284,104,300 0 969,040,700 66,565,075,400 272,843,100 66,837,918,500 66,599,806,100 765,742,622 5,319,483 771,062,105 9,078,037 899 59,230,623 702,752,546 0 702,752,546
WASHINGTON COUNTY
Value and Tax Capacity of Taxable Property
Values Assessed in 2024 for Taxes Payable in 2025 - Preliminary 2025
New Estimated Market Value Value Exclusions and Deferrals Taxable Market Value Referendum Tax Capacity Deductions Taxable for Fiscal Adjusted
Tax Authority
Improve-
ments
Real
Estate
Personal
Property Total Green
Acres
Rural
Preserve
Open
Space
Plat
Deferral
Disabled
Vets
Mold
Exclusion
Homestead
Exclusion
Real
Estate
Personal
Property Total
Market
Value
Real
Estate
Personal
Property Total TIF Power-
line
FD Contri-
bution
Local
Tax Rate
Disparity
Distribution
Tax
Capacity
METROPOLITAN COUNCIL
505 METRO COUNCIL 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
Total METROPOLITAN COUNCIL 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
METROPOLITAN MOSQUITO
507 METRO MOSQUITO 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
Total METROPOLITAN MOSQUITO 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
METROPOLITAN TRANSIT DISTRICT
509 METRO TRANSIT DIST 794,127,300 42,592,787,400 172,705,400 42,765,492,800 126,790,400 24,717,500 4,413,800 52,829,800 191,430,900 0 692,174,100 41,500,430,900 172,705,400 41,673,136,300 41,918,860,500 481,302,393 3,341,207 484,643,600 8,777,114 399 40,042,017 435,824,070 0 435,824,070
Total METROPOLITAN TRANSIT DISTRICT 794,127,300 42,592,787,400 172,705,400 42,765,492,800 126,790,400 24,717,500 4,413,800 52,829,800 191,430,900 0 692,174,100 41,500,430,900 172,705,400 41,673,136,300 41,918,860,500 481,302,393 3,341,207 484,643,600 8,777,114 399 40,042,017 435,824,070 0 435,824,070
SCHOOL
0200 ISD 200 HASTINGS 5,796,000 766,153,500 5,943,900 772,097,400 17,536,800 8,868,600 0 0 3,300,000 0 1,313,200 735,134,900 5,943,900 741,078,800 626,670,000 7,991,977 117,055 8,109,032 0 0 423,953 7,685,079 0 7,685,079
2144 ISD 2144 CHISAGO LAKES 1,562,100 154,582,900 868,200 155,451,100 2,955,900 941,400 0 0 600,000 0 949,700 149,135,900 868,200 150,004,100 135,943,000 1,529,198 17,364 1,546,562 0 12 27,539 1,519,011 0 1,519,011
0622 ISD 622 NSP/MPWD/OAK 124,400,700 6,427,803,600 20,556,600 6,448,360,200 3,247,600 0 0 8,405,600 28,707,600 0 156,362,100 6,231,080,700 20,556,600 6,251,637,300 6,356,489,100 78,608,110 404,370 79,012,480 1,280,954 0 11,647,380 66,084,146 0 66,084,146
0624 ISD 624 WHITE BEAR LAKE 29,569,400 2,523,600,300 8,454,400 2,532,054,700 13,013,000 1,376,300 321,500 4,817,500 15,750,000 0 57,523,300 2,430,798,700 8,454,400 2,439,253,100 2,484,620,400 26,850,984 166,140 27,017,124 0 0 1,618,215 25,398,909 0 25,398,909
0831 ISD 831 FOREST LAKE 42,231,600 5,063,725,600 26,899,200 5,090,624,800 36,695,500 16,788,200 44,600 6,306,300 30,393,900 0 72,613,700 4,900,883,400 26,899,200 4,927,782,600 4,762,058,100 54,342,662 517,808 54,860,470 515,835 290 3,231,307 51,113,038 0 51,113,038
0832 ISD 832 MAHTOMEDI 40,741,100 3,414,729,000 12,946,000 3,427,675,000 14,597,100 3,177,400 2,369,900 649,500 8,985,500 0 23,195,500 3,361,754,100 12,946,000 3,374,700,100 3,340,635,300 37,192,590 257,670 37,450,260 186,919 203 1,044,428 36,218,710 0 36,218,710
0833 ISD 833 SOUTH WASHINGTON 379,636,100 18,775,802,600 81,942,900 18,857,745,500 81,017,400 14,208,400 0 34,210,800 97,134,700 0 339,552,000 18,209,679,300 81,942,900 18,291,622,200 18,418,645,300 203,531,325 1,614,631 205,145,956 3,352,708 0 12,585,016 189,208,232 0 189,208,232
0834 ISD 834 STILLWATER 273,923,000 16,169,828,000 66,132,300 16,235,960,300 106,968,300 25,418,300 2,452,800 10,378,000 51,658,900 0 135,910,000 15,837,041,700 66,132,300 15,903,174,000 15,627,862,000 183,342,504 1,252,687 184,595,191 3,497,691 394 13,214,599 167,882,507 0 167,882,507
Total SCHOOL 897,860,000 53,296,225,500 223,743,500 53,519,969,000 276,031,600 70,778,600 5,188,800 64,767,700 236,530,600 0 787,419,500 51,855,508,700 223,743,500 52,079,252,200 51,752,923,200 593,389,350 4,347,725 597,737,075 8,834,107 899 43,792,437 545,109,632 0 545,109,632
WATERSHED
069 WS BROWN'S CREEK 17,958,900 2,963,279,200 10,832,800 2,974,112,000 19,412,800 6,143,000 0 910,600 10,800,000 0 21,840,500 2,904,172,300 10,832,800 2,915,005,100 2,871,741,300 33,908,289 216,156 34,124,445 118,079 288 2,896,502 31,109,576 0 31,109,576
010 WS CARNELIAN MARINE ST CROIX 15,248,500 2,535,153,000 8,813,700 2,543,966,700 49,140,300 20,305,300 44,600 1,021,100 9,075,000 0 9,171,300 2,446,395,400 8,813,700 2,455,209,100 2,207,038,400 26,126,371 175,524 26,301,895 0 74 499,477 25,802,344 0 25,802,344
071 WS COMFORT LAKE-FOREST LAKE 17,232,600 2,486,851,100 11,120,100 2,497,971,200 8,682,400 3,808,500 0 924,900 14,608,200 0 34,691,900 2,424,135,200 11,120,100 2,435,255,300 2,406,320,100 27,520,002 219,107 27,739,109 501,167 182 1,920,860 25,316,900 0 25,316,900
034 WS RAMSEY WASHINGTON METRO 36,751,500 4,763,031,400 16,287,100 4,779,318,500 12,740,500 3,570,200 0 0 18,699,300 0 136,767,800 4,591,253,600 16,287,100 4,607,540,700 4,714,104,400 57,592,277 324,242 57,916,519 1,043,846 0 8,159,289 48,713,384 0 48,713,384
038 WS RICE CREEK 85,371,400 6,979,539,400 29,727,800 7,009,267,200 40,520,700 7,370,700 2,691,400 9,827,300 32,646,200 0 111,391,900 6,775,091,200 29,727,800 6,804,819,000 6,778,250,700 74,398,023 574,977 74,973,000 201,587 87 3,244,327 71,526,999 0 71,526,999
014 WS SOUTH WASHINGTON 415,783,600 20,836,342,900 90,065,700 20,926,408,600 83,669,900 18,913,000 0 34,267,800 103,877,000 0 322,671,200 20,272,944,000 90,065,700 20,363,009,700 20,358,270,600 230,335,191 1,771,264 232,106,455 3,297,384 0 17,162,066 211,647,005 0 211,647,005
054 WS VALLEY BRANCH 267,735,900 8,115,784,100 41,474,500 8,157,258,600 56,586,500 9,270,200 2,452,800 17,195,300 31,789,300 0 77,294,900 7,921,195,100 41,474,500 7,962,669,600 7,849,337,200 90,073,873 760,835 90,834,708 292,432 175 5,180,317 85,361,784 0 85,361,784
Total WATERSHED 856,082,400 48,679,981,100 208,321,700 48,888,302,800 270,753,100 69,380,900 5,188,800 64,147,000 221,495,000 0 713,829,500 47,335,186,800 208,321,700 47,543,508,500 47,185,062,700 539,954,026 4,042,105 543,996,131 5,454,495 806 39,062,838 499,477,992 0 499,477,992