HomeMy WebLinkAbout2024-01-17 Regular Meeting Packet1
COTTAGE GROVE CITY COUNCIL January 17, 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 Retirement Presentation - Kevin Zittel
Staff Recommendation: Receive Kevin Zittel's retirement presentation honoring 30 years of service.
B Capture Cottage Grove Photo Contest Winners
Staff Recommendation: Receive presentation on the Capture Cottage Grove Winners.
7 Consent Agenda
A Economic Development Meeting Minutes - December 12, 2023
Staff Recommendation: Approve the December 12, 2023, Economic Development Meeting Minutes.
B Appointment of Election Judges - 2024 Presidential Nomination Primary
Staff Recommendation: Approve Resolution 2024-010 and the appointment of the election judges listed in
Exhibit A for the Presidential Nomination Primary on March 5, 2024, and authorize the City Clerk to appoint
additional election judges, as needed, to fill vacancies.
C Massage Therapist License - Mary Seifert
Staff Recommendation: Authorize issuance of a Massage Therapist license to Mary Denise Seifert for use at
Whole Health Massage of Cottage Grove, 8800 East Point Douglas Road So.
D 2024 Legislative Agenda
Staff Recommendation: Adopt the 2024 Legislative Agenda.
E Approval of Rental Licenses
Staff Recommendation: Approve the issuance of rental licenses to the properties listed in the attached table.
F Lumbermen’s Inc. – Outdoor StorageStaff Recommendation: Adopt Resolution 2024-004 approving
the Conditional Use Permit allowing for the outdoor storage of materials incidental to the principal use at
7601 100th Street South.
G Enhanced Sweeping Program Agreement with SWWD
Staff Recommendation: Approve the Enhanced Sweeping Program Agreement with SWWD and accept the
CCIP grant in the amount of $153,000 to cover 50% of the costs to replace the existing Elgin sweeper.
2
H Summer's Landing 5th Addition-Change Order # 1 & Final Payment
Staff Recommendation: Approve Change Order #1 and adopt resolution 2024-011 approving the final
payment of $93,367.59 for the Summers Landing 5th Addition project.
I 2024 Pavement Management – Approve Feasibility Report, Call for Public Improvement
Hearing, and Authorize Preparation of Plans and Specifications
Staff Recommendation: Adopt Resolution 2024-008 approving the Feasibility Report, establishing a February
7, 2024, Public Hearing Date, and authorizing the preparation of Plans and Specifications for the 2024
Pavement Management Project.
J South District Street & Utility Improvements – Phase 2: Approve Plans & Specifications
and Establish Bid Date
Staff Recommendation: Adopt Resolution 2024-009 approving the plans and specifications and establishing
a February 8, 2024 bid date for the South District Street & Utility Improvements – Phase 2.
K Call for the sale of the 2024A Bonds
Staff Recommendation: Adopt Resolution 2024-12, Calling for the sale of the $18,205,000 General
Obligation Bonds, Series, 2024A.
L Trackless Vehicle Financing with Equipment Certificates
Staff Recommendation: Approve the financing of a trackless vehicle through equipment certificates.
8 Approve Disbursements
A Approve Disbursements
9 Public Hearings
A Roers Companies Cottage Grove Multi-Family Development
Staff Recommendation: 1) Adopt Resolution 2024-005 approving the purchase agreement for Outlots A, C,
and D to Roers Cottage Grove Apartments LLC. 2) Adopt Resolution 2024-006 approving the preliminary
plat and final plat for Camel’s Hump Addition. 3) Adopt Resolution 2024-007 approving the planned unit
development and site plan review for a 144-unit, six-story mixed-income multi-family apartment building
located at 6850 East Point Douglas Road South. 4) Hold the public hearing for modification to Development
Program for Development District No. 1 to include the establishment of Tax Increment Financing District No.
1-21 (Roers). 5) Adopt Resolution 2024-013 approving a modification to the Development program for
Development District No. 1 and adopting a Tax Increment Financing Plan for Tax Increment Financing District
No. 1-21 (Roers). 6) Authorize the contract for private development by and between the Cottage Grove
Economic Development Authority and Roers Cottage Grove Apartments, LLC.
10 Bid Awards
11 Regular Agenda
12 Council Comments and Requests
13 Workshops - Open to Public
14 Workshops - Closed to Public
15 Adjournment
1
City Council Action Request
6.A.
Meeting Date 1/17/2024
Department Administration
Agenda Category Action Item
Title Retirement Presentation - Kevin Zittel
Staff Recommendation Receive Kevin Zittel's retirement presentation honoring 30 years of
service.
Budget Implication N/A
Attachments None
1
City Council Action Request
6.B.
Meeting Date 1/17/2024
Department Communications
Agenda Category Presentation
Title Capture Cottage Grove Photo Contest Winners
Staff Recommendation Receive presentation on the Capture Cottage Grove Winners.
Budget Implication
Attachments 1. 2023 Photo Contest Memo
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Jaime Mann, Interim Communications Manager
DATE: January 11, 2024
RE: 2023 Capture Cottage Grove Annual Photo Contest
Background
We all know that Cottage Grove is a beautiful place to live and that many of our residents are
talented, creative individuals. We wanted to showcase that beauty and talent from our
community by once again hosting our annual Capture Cottage Grove photo contest.
Capture Cottage Grove has been an annual tradition spanning at least a decade. It has been a
popular contest and something that many staff look forward to voting on each year.
We wrapped up 2023 with our photo contest which started on Nov. 20 and ran through Dec. 4.
The City of Cottage Grove promoted this contest through its various communication channels
including social media and the Cottage Grove Reports. Photo submissions were organized by
the communications team and sent to city staff, who voted for their favorite in each category.
City staff were asked to look for images that represent each category well.
All photos considered for judging were taken within the city limits in the year 2023. Participants
submitted photos along with their title in one of four categories. The categories for 2023 included
Life in Cottage Grove, Business in Cottage Grove, Cottage Grove Parks or Landmarks, and
Cottage Grove Celebrations or Events.
This is the breakdown of how many submissions we received per category:
• Life in Cottage Grove: 28 photos accepted for submission.
• Business in Cottage Grove: 4 photos accepted for submission.
• Cottage Grove Parks or Landmarks: 41 photos accepted for submission.
• Cottage Grove Celebrations or Events: 5 photos accepted for submission.
Category Winners
59 staff members voted in this year’s Capture Cottage Grove photo contest. It was a blind vote,
so staff only saw the photo and the name given by the photographer to the photo. The following
photos and photographers are the winners in each category:
• Life in Cottage Grove: On Cloud 9 by Michelle Wind
• Business in Cottage Grove: Tank’s Family Farm by Isaac Pavek
• Cottage Grove Parks or Landmarks: Fall Bliss by Isaac Pavek
• Cottage Grove Celebrations or Events: Cooling Off With Sparky by Gwen Martin
Page 2 of 3
Photos
Life in Cottage Grove: On Cloud 9 by Michelle Wind
Business in Cottage Grove: Tank’s Family Farm by Isaac Pavek
Page 3 of 3
Cottage Grove Parks or Landmarks: Fall Bliss by Isaac Pavek
Cottage Grove Celebrations or Events: Cooling Off With Sparky by Gwen Martin
1
City Council Action Request
7.A.
Meeting Date 1/17/2024
Department Economic Development
Agenda Category Action Item
Title Economic Development Meeting Minutes - December 12, 2023
Staff Recommendation Approve the December 12, 2023, Economic Development Meeting
Minutes.
Budget Implication N/A
Attachments 1. 12-12-2023 EDA Meeting Minutes (1)
1
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Gretchen Larson, Economic Development Director
DATE: January 17, 2024
RE: Economic Development Meeting Minutes - December 12, 2023
Discussion
It is a requirement that meeting minutes from any commission or board meeting be presented
to the City Council for review and approval. Please see attached minutes from the Economic
Development Authority Meeting on December 12, 2023.
Recommendation
Approve the December 12, 2023, Economic Development Meeting Minutes.
Attachments
1. 12-12-2023 EDA Meeting Minutes (1)
CITY OF COTTAGE GROVE
ECONOMIC
DEVELOPMENT
AUTHORITY ____________________________________________________________________
MINUTES
Economic Development Authority (EDA) Meeting
December 12, 2023
Pursuant to due call and notice thereof, a meeting of the Economic Development Authority was held
on the 12th day of December 2023, at 7:30 a.m.
CALL TO ORDER
The meeting was called to order at 7:30 a.m. by EDA President Bailey.
ROLL CALL
Assistant Mann called the roll: EDA President Bailey-Here; EDA Member Carey-Here; EDA
Member Jean-Baptiste-; EDA Member Myers-Here; EDA Member Scott-Here; EDA Member
Tschida-Joined meeting after Roll Call, approximately 7:34 a.m.
Members Present:Myron Bailey, EDA President
Chris Carey, EDA Member
Dan Myers, EDA Member
Sandi Scott, EDA Member
Thomas Tschida, EDA Member
Members Absent: Obed Jean-Baptiste, EDA Member
Tony Khambata, EDA Vice President
Staff Present:Jennifer Levitt, City Administrator
Gretchen Larson, Economic Development Director
Brenda Malinowski, Finance Director
Jaime Mann, Assistant to the City Administrator/Interim Communications
Manager
Emily Schmitz, Community Development Director
Alexa Anderson, Project Specialist
Others Present:Robert Hunden & Cassidy Sutton, Hunden Partners (via Zoom)
Stacie Kvilvang, Ehlers, Inc.
APPROVAL OF MINUTES
3.1 Approval of August 29, 2023 EDA Meeting Minutes
EDA Member Myers made a motion to approve the August 29, 2023 EDA Meeting Minutes. Motion
was seconded by EDA Member Scott. Motion passed unanimously (4-to-0 vote). Note: EDA Member
Thomas didn’t vote on this item, as he had just arrived.
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December 12, 2023
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BUSINESS ITEMS
4.1 Economic Development Update/Business Inquiry
Gretchen Larson, Economic Development Director, reviewed the Beige Book Report: Employment:
Employment grew modestly since the last report. Labor demand was positive overall, but somewhat
lower than earlier in the year. Price pressures: Increased modestly and fewer than a quarter of firms
responding to a business conditions survey indicated that prices charged to customers increased
from the month prior. Worker Experience: In a recent survey, almost half of employed respondents
expressed satisfaction with their current job, wages, and company culture. Consumer spending: Was
flat since the last report, and sales tax receipts were flat month over month and year over year.
General and Real Estate Construction: Both sectors report that activity was flat overall.
Manufacturing: Activity decreased slightly with respondents reporting decreased orders relative to the
previous month and further expectations for decline. Minority and Women-Owned Businesses:
Activity was balanced overall with roughly even shares of respondents reporting higher, unchanged,
or lower sales. Profit margins were lower for more than half the respondents while capital
expenditures edged higher.
We saw today that the Feds are likely to not increase interest rates and inflation is cooling, so
we’re hoping in 2024 everything turns around and maybe some of that interest rate comes down, as
well as the construction costs.
Project Updates: Hohenstein’s: Foundation work is completed and erection of exterior wall panels is
underway. Glacial Valley Park: A Temporary Certificate of Occupancy was issued, while waiting for
exterior finishing material. So, this project is almost done. Dunkin’/Baskin Robbins: The trade work
continues on the buildout. The View Apartments: Temporary Certificate of Occupancy has been
issued as work continues. The builder has replaced the material on the lower level with stone veneer.
Chase Bank: Plans have been approved. The Community Development team is waiting on a cross
parking agreement from Kohl’s. O2B Kids: Civil work and the construction of the retaining wall is
underway. RJ Schinner: A Temporary Certificate of Occupancy has been issued.
Director Larson stated Emily Schmitz, Community Development Director, would be happy to answer
any questions about these projects.
EDA President Bailey stated he’s seen the change on the brick on The View Apartments, and it
looks amazingly better, so nice job getting that done.
4.2 Report from Hunden Partners - Arena Market Implications Study Findings
Director Larson stated just as a reminder to some, as she didn’t think EDA Member Tschida was on
the Board at the time, the City, the Shoppes developer (which is the 73 acres adjacent to Walmart),
and Hunden Partners met at ICSC in May 2023. We had discussions about the development of the
property and the feasibility of potentially a stadium venue at the property. With all large projects, in
order to make an assessment of whether or not that would be true, the EDA approved that we
engage the services of Hunden Partners for a Phase 1 Arena Market Implications Study. The cost for
the study was $20,000. Today, Rob Hunden and Cassidy Sutton are going to be on your screen
explaining the findings of their report to the Board and then answering any questions that you have;
once that’s done, we’ll have a recommendation for you.
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Robert Hunden, C.E.O. of Hunden Partners, greeted the EDA. He introduced Cassidy Sutton, and
stated she will be giving the report.
Rob stated it was smartly decided by all of you to have a two-phased approach to the analysis:
Phase 1 was an eye-level view of the market to understand if there’s enough opportunity to continue
pursuing a deeper dive market and financial feasibility study, with all the bells and whistles. Phase 1
was completed, and we actually did a lot more supply-and-demand analysis in this first phase than
we were probably scoped to do because we wanted to be sure of our conclusions before we reported
this to you. He thought the Board did the right thing by breaking this up into phases. He turned it over
to Cassidy to give the results, and said he’d chime in if necessary.
Cassidy stated she’d first provide a brief background on how we got to our results. We first looked
into those two main event opportunities that usually generate a large majority of activity for an arena:
The first was sporting events, which often aids in providing that consistent activity for the arena
through an anchor tenant, like the Minnesota Wild at Xcel. The second component is usually live
entertainment, such as concerts and family shows, and that really helps to fill those remaining
calendar dates for an arena. Both of these components are crucial in order for an arena to be
financially feasible.
So, looking first into that live entertainment sector, those concerts and family shows, what might
work from a market perspective as a whole might not necessarily work for the project to space out its
characteristics. Throughout our conversations with event promoters, it was determined that the
market is satisfied with its current supply of venues. There is essentially no unsatisfied demand in the
Minneapolis market from a concert perspective. The Armory is the main host facility for all of those
midsize concerts. Given Cottage Grove’s further southeast location in the market, it would especially
struggle in attracting those new events. For family shows, despite there being market opportunity, that
preferred capacity of these venues, which is around 12,000, is too high considering that small amount
of calendar dates that these events would actually sell.
Looking into that second bucket for arenas, which is sporting events, minor junior league hockey
was the first anchor tenant opportunity that we analyzed. With there being such a limited prevalence
of minor league and Tier 1 and Tier 2 junior league teams in Minnesota, it was determined that there
is market opportunity for both of these. However, given the minor league’s high operating budget and
high-capacity requirements, junior league hockey is essentially the only league that would work for
more of a project perspective. For youth and high school hockey, demand for this is heavily based on
just local needs of associations. The Cottage Grove Hockey Association already heavily controls that
prime ice time that you see at the Cottage Grove Ice Arena, but the high school hockey teams in the
past have voiced a desire for a new facility with dedicated locker rooms.
However, as you go into our implications, to kind of sum this up, in order to prevent impacting
current performance at the Cottage Grove Ice Arena, the amount of prime ice time that would need to
be utilized for those high school teams at the end of the day just isn’t sufficient enough to support that
new arena. There is opportunity for a Tier 1 junior league hockey team, which would really be that
main golden ticket item if the arena were to be developed. Given that there is limited opportunity from
more of an entertainment perspective, which is really essential in filling those remaining calendar
dates, ultimately the venue couldn’t be supported financially to cover those operational expenses.
So, those are just the main findings that we had, just a brief summary of what we conducted. She
wasn’t sure if Rob had any other concluding thoughts.
Rob stated Cassidy summed it up well. Obviously, there’s a much bigger study here than what we
showed you today, but we really looked at those key legs of the stool and two things were actually
pretty surprising to us: 1) That the concert and entertainment market is currently so well
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December 12, 2023
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accommodated by so many amazing venues around the marketplace. In order to get something that
isn’t yet in the market of a size that would make any sense, like Disney on Ice, you’d have to build
something quite large and expensive. So, that’s a tougher hill to climb. 2) The fact that in such an ice
and hockey-crazy region of the country, of course you have the Wild, but you don’t have any smaller
minor league or even junior hockey league teams and facilities around the market, which is absolutely
surprising. There could be an opportunity for that, but again, that comes with a pretty high cost; if you
aren’t able to fill the calendar with concerts and family shows, in addition to having a minor league
tenant, that’s not necessarily going to be a full venue, a very occupied venue. So, it didn’t make
sense to really move forward, we don’t believe, if you can’t really fill the facility.
He stated one aspect of this that we didn’t cover but we know to be true and would come out in the
next Phase, which he thinks kind of helped us underscore where we ended up, is the fact that these
ventures are not profitable; these aren’t commercial venues, these are things that cities pay for, and
so, they’re very expensive, they can easily be $100 million. With that, even though that wasn’t part of
our analysis, as that comes down to more of the financial viability aspect of it, we received some
indications during our initial work that suggested that it would be unlikely that the City would get
behind a venture that didn’t have a strong confidence of success and probably get behind a $50-$100
million project.
Rob said that’s just something, that looking around the corner in the future, seemed like maybe not
a good idea to continue spending money on this analysis if it wasn’t going to be successful.
EDA President Bailey thanked both of them for doing the study. He knows that what they just shared
was pretty much a theme from the Council; we were interested in the concept and to see if the belief
was there was some opportunity out there on the East Side metro. For the EDA Members who are
here, and some were not when this first got kicked off, there is a particular developer that is looking at
developing what we call the Shoppes at Cottage View, on the former drive-in theater site. One of the
options that they were looking at was some type of a stadium or an arena that they would then
supplement with restaurants, hotels, etc. around that. They’ve done a few around the country, but we
were a little concerned, and it sounds like the validation is what they just shared with us; there is
some demand, but it’s certainly not to the level of where the City of Cottage Grove would be able to
say that this was a financial way for us to move forward. He thought it was good to do the study to
give us an idea; that study is our study, so, we have that for the future. Also, just coming off a failed
referendum question for a Community Center a couple years ago, he thought that was about $46
million, to have the City now say that we’re going to fund a stadium for $50-$100 million was probably
highly unlikely in this particular case.
EDA President Bailey asked if any of the Board Members had any questions for them but none
were asked.
EDA President Bailey thanked them again for providing the data; this is honestly what we needed to
understand what the next phase would be, both for us as well as the developer. Maybe at some point
in time down the road we’ll be talking with you again.
Rob stated very good, thank you so much for the opportunity to work on this with you. We’ll be
happy to be of service in the future; they work on all kinds of compelling, game-changing,
transformative, place-making project assessments and advisories. Those include hotels, conference
centers, arenas, or mixed-use districts, anything like that that could be a gamechanger for you, so
feel free to give us a call.
Recommendation: By motion, Receive the report from Hunden Partners, as presented.
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December 12, 2023
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EDA Member Scott made a motion to receive the report from Hunden Partners, as presented.
Motion was seconded by EDA Member Tschida. Motion passed unanimously (5-to-0 vote).
4.3 Housing and Redevelopment Authority (HRA) Levy
Brenda Malinowski, Finance Director, stated we do not have any action that you need to take on this;
this is information because your next item, your 2024 calendar, is why we’re doing this today. She
stated Stacie Kvilvang from Ehlers is here today, and she will discuss some of the reasons and
differences between EDA and HRA levies. Ehlers helps us not only with bonding, when we issue
bonds for our pavement management projects, but they also help us with our Tax Increment
Financing (TIF) Districts, our certifications and decertifications. Something that they helped us with
this year was a ten-year Financial Management Plan (FMP). We did the FMP with the City Council
earlier this year, and we looked out ten years for the City for our operational needs, our debt needs,
our capital needs, and then we also looked at property tax impacts. So, we not only looked at our
General Fund, which is our chief operating budget, but we also looked at other funds, such as our
EDA. Right now, we have a small portion of our property tax levy that goes for EDA activities; for
2023, it’s about $125,000. As we looked at the FMP, we realized that we have just over two fulltime
employees (FTEs) who do EDA activities, and we weren’t covering the full amount of their salaries.
So, for next year, for 2024, we’re increasing it to about $250,000. Also, the City Council had a
consensus to start doing a higher property tax levy for EDA and redevelopment activities in the City.
One of the ways that we can do this is not only with the EDA Levy but also the HRA Levy. So, that’s
why we have Stacie here to discuss the advantages of those two levies.
Stacie Kvilvang gave a little background for the commissioners, as she wasn’t sure how long each of
them had been an EDA Member. Essentially, you are an Economic Development Authority and you
also have Housing and Redevelopment Authority powers. That’s pretty common; its one body that
has both powers, which is great, you get to do it all: Business development, Housing and
Redevelopment. Many cities have an EDA with EDA powers and an HRA with separate powers, and
two Boards. Cottage Grove has combined them into one, which is actually great, and it’s actually a
little more convenient because eventually you’re coming together on your policies and
recommendations that align more closely with the City Council.
As Director Malinowski stated, we’ve been talking about the EDA Levy vs. the HRA Levy. The
difference between the two is basically there’s a statutory amount that you can generate for both of
those, but you’re restricted in what you can actually use those dollars for. An EDA Levy is a levy that
the EDA does, the City does on your behalf; with that, it’s not as transparent because it just comes
into the overall City levy, so there’s nothing that’s separated on the tax bill for residents or others.
Stacie stated the HRA Levy is a little bit different. You, as an EDA, can approve that HRA Levy on
your own, but the City Council has to give final authority on it. The nice thing about that is its listed
separately on the tax bill; residents, when looking at their tax bill, will see City of Cottage Grove,
Washington County, the School District, and then they’ll also see an HRA Levy and/or other taxiing
jurisdictions that are listed.
Part of the discussion when we were working with the Council on the long-range FMP wasn’t only
just about what they should be levying, as in EDA, for all your Economic Development, Housing and
Redevelopment opportunities, but where is the transparency? Is it better to do one over the other?
We’ll talk a little bit about that.
Stacie stated the EDA maximum levy calculation is about $1.1 million; an HRA maximum levy
calculation is $1.1 million. Again, they’re very similar in the formulas and the amount that you can
generate.
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December 12, 2023
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As an EDA, because you have HRA powers, you could levy both. So, let’s say the City says let’s
go to the maximum; you could levy $2 million into your budget to do all kinds of Economic
Development and Housing and Redevelopment. That doesn’t make practical sense, because Cottage
Grove doesn’t spend $2 million a year on that. So, the biggest expenditure that we find with EDAs
and HRAs is staff time, which is appropriate. You’re charging staff time, either Director Larson’s time,
the City Manager’s time, Planning and Economic Development’s time, to that. Right now, it’s at
$125,000, and we’re increasing that $250,000, as Director Malinowski had stated, because you
weren’t even covering salary costs. So, what’s happening is that your EDA Fund is starting to decline
because you’re eating into that Fund Balance, as you’re not levying enough for staff. Stacie stated the
plan over the next ten years is to start to increase that levy, and eventually get it up to that $1.1
million; it doesn’t matter if you choose to levy under the EDA or the HRA.
A couple other things with those two levies is that an EDA Levy is a City levy, if there are ever levy
limits by the legislature, which hasn’t happened for about 15 years, that would fall under levy limits;
that’s basically a cap by the legislature on how much you can increase your levy, but again, they
haven’t done that in many years. That’s where you would have a little bit of an issue that if you
needed to levy so much, but it put you outside the levy limits, you wouldn’t get as much as you
needed. Because the HRA Levy is a separate levy, outside of the City levy, that’s not part of levy
limits that are out there.
Stacie stated, again, the City can levy both if you want to. The City Levy and the HRA Levy show
up as separate levies on the tax bill. It’s the same use of the funds, but if you just have an EDA Levy,
you essentially could not use the EDA Levy for housing projects. Likewise, the HRA Levy you couldn’t
use for business loans. If you wanted to do the business façade grants that are out there, or if you
wanted to do loan guarantees for businesses, you couldn’t do that.
It doesn’t matter which levy you do; you just have to think about what you want to do as an EDA.
Most of the work that you guys do and all the projects you do, like Trellis, on your agenda today, even
though it’s a housing project, you’re still doing that because you have your HRA powers. Most
everything that the EDA funds and finances is through TIF; so, that has nothing to do with the levy at
the end of the day. It’s going to be a balancing act with staff, to say do we just move directly to an
HRA Levy and that’s all we do, or do we still do some EDA Levy because we want to build up our
Fund Balance. You, as the EDA or the Council, may want to start some programs to do things to
incentivize businesses to come here for which you can’t use your traditional tool of TIF.
Stacie stated she’d be happy to answer any questions.
EDA President Bailey thanked Stacie and asked the EDA Members if they had any questions.
EDA Member Tschida asked when would be looking to put this on the ballot.
Stacie replied it does not have to go on the ballot at all. This is something that you, as an EDA,
can actually do. So, if you choose the HRA Levy and say yes, we’re going to authorize a levy of
$250,000, it will go to the City Council as part of the budget process; they would bless it and say yes,
we agree that they should have that. Likewise, you already have your levy in there for $250,000 for
2024, and the Council has already signed off on that. There is no ballot requirement here.
EDA Member Tschida stated the State just passed the largest housing bill in the history of
Minnesota by a distance, it was over $1 billion dollars. Part of that was a new sales tax in the metro.
He asked how do we tap into that instead of raising taxes in Cottage Grove.
Stacie replied those dollars are restricted, and those dollars are going to go to the City.
Essentially, that money has to be for affordable housing projects; so, it has to be for rental projects
that meet certain income requirements. You have to have affordability at 60% of the Area Median
Income (AMI) and below. For example, the Trellis deal that is before you tonight, we’re using existing
TIF District dollars to provide them the $185,000 in assistance. If you had that sales tax money
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December 12, 2023
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available to you, you could also use that if you chose to do so. But in this case, we’re using existing
TIF dollars so we don’t have to create a new TIF District for it. So, again, they’re restricted only to
housing out there.
EDA Member Tschida stated the new HRA Levy would also be restricted to housing, correct?
Stacie replied HRA Levies are for housing and redevelopment; so, you can use it for staff time, but
sales tax you can’t use for staff time or administration. The HRA Levy you could also use for
redevelopment objectives that you have. So, think of something that’s old and tired, like a shopping
center. If you’re going to redevelop that, you would be able to use the HRA Levy for that if you weren’t
able to create a Redevelopment TIF District for it.
EDA Member Tschida asked if we can use a HRA Levy on business façades.
Stacie replied you cannot use the HRA Levy on business façades; as stated, you have to use the
EDA Levy for business purposes. So, under your HRA powers, you cannot give loans or grants to
businesses for business loans and purposes, such as façade improvement. With the HRA Levy you
can use that for redevelopment in the larger context and housing.
EDA President Bailey stated he thinks he knows where EDA Member Tschida is going with this; you
are correct that with this money that’s coming in from the State, there is money that’s going to come
to every city. He confirmed with Stacie that it flows through the County; she stated it’s the seven-
country metro area.
EDA President Bailey stated it flows through Washington County, then the County divvies it out,
based on size or population of cities. So, there is a portion of the money that is coming to us. Right,
wrong, or indifferent, everybody gets a certain amount of money. That money is different than the
HRA Levy if we did an HRA Levy. The idea is how much money do we need for some of these
projects to get done, that’s what this is all about; we’ll get a certain amount of money from the State
and asked staff if they remembered the projected amount for Cottage Grove.
Director Malinowski stated the projected, or estimated, amount is $234,000.
EDA President Bailey stated that would be the money that would come to the City to be utilized.
Using Trellis as an example, if we were to do that, $185,000 or so would go to this one project in this
particular case. What we’ve noticed is when we do a lot of these affordable housing opportunities, the
gap for making it affordable is much larger. So, what ends up happening is the City has to do TIF; so,
it’s almost taking it out of one bucket vs. the other. If we didn’t do TIF, but we gave them money
through the HRA Levy, we would then not need to do TIF. So, the revenue from that project would
flow into the City. Either way, we’re paying for it, it’s just which way do you want to pay for it.
Hopefully, that’s helpful. You see these huge numbers from the State perspective, and when we get
down to the nitty gritty, $234,000 isn’t a little chunk of change, but in the grand scheme of things with
a project, it’s fairly small. So, in most cases, what would end up happening is if we said we didn’t want
to do TIF or anything like that, we would have to save that money for a number of years; what we’ve
previously done is we’ve used some EDA funds to do these projects. When we use the EDA funds to
do these projects, that takes away from our opportunity to do commercial or Business Park
opportunities. It’s trying to figure out how do we balance that, and that’s what this is all about. The
Council has asked, and that’s what the EDA is here for, if there should be two levies, what those two
should look like, what are the differences between the two, because Council was asking the same
questions. So, that’s why they’re here to kind of talk about this today; here are some things you can
or cannot do, whether it’s with an HRA Levy or an EDA Levy.
EDA President Bailey stated he’s not sure if that’s what EDA Member Tschida wants because of
the taxing standpoint, but that’s where this is at.
EDA Member Tschida stated fair enough.
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December 12, 2023
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EDA President Bailey asked Director Larson or Director Malinowski with what you’re proposing to us
today, what’s the next step for the EDA and the Council.
Director Malinowski replied the next step would be during the summer of 2024, as we’re starting to
do our City budget, it’s always a balancing act of our property tax levy; so, that’s when City staff and
City Council will start looking at the amount to propose to the EDA to levy for HRA for the 2025
property tax year. We’ll bring that back to you informationally. Then, in December, the EDA will have
to hold a meeting after 6:00 p.m. in order to do that HRA Levy. So, that is why we’re here today, to
kind of give you that information regarding the EDA Levy vs. HRA Levy, so that when you adopt your
2024 calendar today, that is the reason for that night meeting in December 2024.
EDA President Bailey stated so, that’s why we set this up this way; there’s a requirement by law
that the EDA would have to have a meeting in December, after 6:00 p.m. He stated nothing has been
confirmed yet at this point, the Council and staff will work together. As was mentioned earlier, our
Council using this long-term FMP, we’ve really looked at this to try to keep the taxes stable; that’s
ultimately our goal for a ten-year period, to keep it at a certain level. So, what we’re trying to do at the
same time is how do we keep it so that the tax implications of anything we do in the City doesn’t
adversely affect the citizens of Cottage Grove.
EDA President Bailey stated he wanted to make another point. We just approved the budget for
2024 at our last City Council Meeting, and we, as a Council, always like to know comparatively where
we sit in Washington County and with those cities in the Twin Cities metro area. In Washington
County, the City of Cottage Grove has the second lowest City taxes; the only city that collects less
than us is St. Paul Park. St. Paul Park gets a lot of Local Government Aid (LGA) funds from the State,
which helps them keep their levy lower. Within the Twin Cities, he believed we were the third lowest
with only Blaine and Shakopee lower in the amount of city tax dollars that the citizens pay. We want
to make sure that with the tax side of things that we’re definitely staying near the bottom, that’s just
how we’ve been, so that our citizens get the best value.
4.4 2024 EDA Meeting Calendar
Director Larson stated Director Malinowski did a great job of presenting this, so this will be really
quick. You can see the proposed 2024 Economic Development Authority calendar. All of the
meetings are on the second Tuesday, with the exception of December 3; so, what you’re doing today,
if approved, is you would adopt the calendar. Then that would allow you to, as Director Malinowski
reviewed, do some preliminary levy, if you decide to do it, before September 30, 2024. Then you
would have a final levy adopted on December 3, 2024, at 6:00 p.m.; so, that would be an evening
meeting. So, to meet the requirements of the law, you need to approve and post this calendar on or
before January 1, 2024, so the public has notice of these upcoming activities.
Recommendation: By motion, Adopt the 2024 Economic Development Authority Calendar as
presented.
EDA Member Carey made a motion to adopt the 2024 Economic Development Authority
Calendar as presented. Motion was seconded by EDA Member Myers. Motion passed (4-to-1
vote); nay vote by EDA Member Tschida.
4.5 Dowdle Services Agreement
Director Larson stated in October, the Dowdle Marketing Team reached out to the City to invite us to
participate in their “Land That I Love” tour for America’s 250th Birthday, starting in 2026. As a part of
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December 12, 2023
Page 9 of 15
that, they’re lining up various cities in all of the states who might be interested in participating; so,
there’s a lot of work to get to 2026. The Dowdle Art Studio Team is passionate about capturing the
essence of stories of the cities and places in our country and around the world through the medium of
folk art style painting. Some of you may know Eric Dowdle from Magnolia Network, Peacemaker, and
some other shows that he has. He has really made a great business out of taking his original art,
transforming it into puzzles, and telling a deep story about any city that participates; the
understanding of the culture, of the people, how it became a city, and who are the important
influencers in your community. This project has two components: There’s an original 32” x 40”
painting by the artist, Eric Dowdle, and an unveiling of that, and the purchase of 3,000 puzzles, to be
sold at events throughout the year, starting June 2024 to June 2025. The cost for the painting and the
unveiling event is $75,000, and it’s payable in three installments. If this is approved, the first payment
is due the week of December 18, 2023, the second is due upon receipt and approval of the concept
art agreement, that the painting moving forward with people, places, and events is what we want, so
would pay them on March 15, 2024. The third and final payment would be after the delivery of the
original painting and the unveiling event, which is going to be on June 13, 2024.
The cost for the puzzles is $37,500; it’s payable in two installments. The first payment is due on or
before April 1, 2024. So, they get the painting started and going, and then they put in an order for the
puzzles, and we wait for the painting to be finished. The second payment is due after the delivery of
the puzzles at the unveiling event in June 2024.
The staff discussed with the City Administrator a potential cost recovery model, which is through
the sale of the puzzles:
• 500-piece puzzles, #1000, at a retail cost of $24.99=Gross sales of $24,990
•1,000-piece puzzles, #2000, at a retail cost of $27.99=Gross Sales of $55,980
If all puzzles sold, we would recoup just shy of $81,000 of the total project cost.
As a part of this agreement, the City receives a perpetual license for the use of the images for
promotional and marketing purposes. Right now, that’s puzzles, but we can think about T-shirts,
posters, etc. that may have the art on them. Exhibit B in the agreement is not yet finished; that’s the
people, places, and things, and we intend to complete that list by December 31, 2023. We started a
partial list with the department heads, then it will go to the City staff and all City commissions. It will
then come to the City Council for final approval, looking at what has been recommended in each of
the three categories. The total cost for the project is $112,500; those funds are available in the ED
Trust Fund.
Director Larson stated she’d be happy to answer any questions about the project.
EDA President Bailey stated it’s interesting to see on the picture displayed that there are
strawberries and it says Grove; that was just a coincidence, as that was another city, but you can kind
of see the idea behind this.
EDA Member Tschida stated looking over the contract in our packet, who actually owns the artwork;
are we just licensed to use it, and we have to give royalties back to the artist. He wondered how all of
that worked.
Director Larson stated we will own the original painting that he paints. He keeps his licensing
agreement on his own artwork, but we have a perpetual use of the images. So, we get the painting
itself, the giclée when they tell the story and put the puzzle together at the unveiling event, and then
we have the perpetual rights to use the images. It is his artwork, and artists never give away their
original files; it belongs to him, and it will continue to belong to him. We can use it for anything we
want, but once that whole year is over and we’ve sold all of our puzzles, etc., then it reverts back to
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December 12, 2023
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his business model, when he puts those puzzles on his website; there are thousands of them on
there now.
EDA Member Tschida stated but we can continue to use that image after that year, which Director
Larson confirmed. He asked if we can put it on coffee mugs, T-shirts, keychains, etc. because
$80,000 doesn’t equal $112,000.
Director Larson stated that’s correct; we did not recover the entire cost at this point but, obviously,
we potentially could with the perpetual licensing agreement.
EDA Member Tschida asked if we knew what other cities have done in the past, if they have
recovered this cost through selling puzzles.
Director Larson replied she doesn’t think that we know they’ve recovered every cost associated
with it so far, because it’s a fairly new project, but most of them reported that they did pretty good with
their puzzle sales. So, it’s going to be one of those things that she thinks we probably can recover the
vast majority of it by the time we use the perpetual license and then eventually more. But, initially, she
doesn’t think anybody has ever reported that they recovered everything because it’s just too new of a
program.
EDA Member Tschida stated fair enough.
EDA President Bailey stated the recommendation before us is the number of puzzles that they
recommended. If he remembered correctly when we did a virtual call, he actually gave us an example
of a city in California that sold all of their puzzles and were waiting for more puzzles because they had
a waiting list of people who wanted them. We won’t know until we see what the demand is within the
City, though it’s funny to say when the Cottage Grove Monopoly game was at Walmart, they were
selling out of our Cottage Grove Monopoly game; the point is it’s something unique and it’s something
different. Art is also the other thing that our citizens want; they want more opportunity for art and
things within the community, so, this came to us and it’s actually kind of a neat idea. Plus, we get to
use the images when it’s all done however we want to use them, on shirts, mugs, whatever.
Director Larson stated we definitely see it as an Economic Development, Marketing, and Tourism
initiative as part of our Strategic Plan.
EDA Member Carey asked what was the source of funds; Director Larson replied it was the ED
Trust Fund.
EDA Member Carey said he knows this has been covered before, but it isn’t taxpayer dollars that
funded that; Director Larson stated that’s correct. EDA President Bailey also stated that is correct and
thanked him for bringing that up. Director Larson stated that’s why we’re going to try to make a profit.
EDA President Bailey stated maybe for some of the newer Board members, there are two funding
sources for the EDA: One is the levy, as was mentioned earlier; the other is a business(es) that
provides funding to the City of Cottage Grove for economic development. So, we try to use that
money for projects like this or some of these conventions that we go to; he said those are not
taxpayer-funded trips but private donations given to the EDA.
Recommendation: By motion, Approve the Professional Services Agreement with Dowdle Art
subject in the amount of $112,500 subject to minor modifications related to Exhibit B the must
have and nice to have items to be included in the painting.
Motion by EDA Member Myers to Approve the Professional Services Agreement with Dowdle
Art subject in the amount of $112,500 subject to minor modifications related to Exhibit B the
must have and nice to have items to be included in the painting. Motion was seconded by EDA
Member Scott. Motion passed unanimously (5-to-0 vote).
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4.6 Trellis Co. Project Memo
Director Larson displayed the site location map on the screen, at 80th Street and 79th Street, across
from the library. Trellis is going to build a 52-unit affordable senior housing project on that site, with
units at 30% and 60% of the Area Median Income (AMI). Housing at these income levels provides an
opportunity for deeply affordable senior housing, which is currently limited in the City. TIF assistance,
discussed earlier, was requested, and an analysis showed a funding gap of $185,000. There are
costs associated with setting up a TIF District, and because it’s only $185,000, we decided to look at
some other options. The option that made the most sense under our Business Subsidy Policy was a
Forgivable Loan. So, we had the City Attorney draft a Forgivable Loan Agreement that’s in your
packet. Trellis has already gone through the planning process and before the Planning Commission,
and they have the approvals needed to begin construction in 2024; they will close on the property in
March.
Director Larson displayed a schematic of what Trellis intends to build, which both the City Council and
the EDA Board have previously seen. The agreement also requires that Trellis, or an affiliate thereof,
continuously own the property for at least five (5) years, and that they operate the building as an
affordable residential development occupied by seniors and/or disabled individuals.
The agreement also requires for a period of 15 years that the annual rent increases for all
occupied units, not receiving project-based subsidies, shall not exceed the lower of the maximum
allowed under Section 42, administered by the Department of Housing and Urban Development
(HUD), or 6% from the previous year’s contract rent. That addresses concerns of the City Council and
EDA related to rent increases year over year at multifamily complexes that have received TIF.
Director Larson stated Dan Walsh, Vice President of Housing for Trellis, is here. EDA President
Bailey invited him to step forward, say hello, and perhaps answer any questions.
Mr. Walsh greeted EDA President Bailey and the Board. He said this project was recently named
Bluestem Apartments, so the Bluestem project is in the home stretch. As Director Larson mentioned,
we’re working towards closing and beginning construction in March 2024. The request to the City,
before you today, closes the funding gap; it will allow us to get to that March closing date. He’s happy
that the loan includes the cap on rent increases that Mayor Bailey and Council Member Khambata
and others raised. It is an important issue and you’re all leading the way on it. The project design and
concept have not changed since we went through the planning process. We’re proud of this building
and are excited to become your neighbors for the decades to come. He thanked the EDA for
considering this funding request and for supporting this important project.
EDA President Bailey asked if the EDA Members had any questions.
EDA Member Tschida asked the requirement for it being occupied by seniors and disabled
individuals is for five years, but the rent control is for 15 years; he asked why is it not the same
number.
Director Larson stated the five years is they have to own the building continuously. So, if they sell
it to someone, they can’t sell for five years, but then all of these things would still apply. The 15 years
is just a different time period for the rent control purposes. They’re not actually connected; Trellis just
has to own it for five years, or someone that is a subsidiary or affiliate of theirs. They could sell it as a
senior/disabled housing project, and then the 15 years still applies.
EDA Member Tschida said okay, but it still has to be occupied by seniors and disabled individuals
for the entirety of this 15 years; Director Larson confirmed that. She stated it’s just that they could sell
it, someone else could buy it and operate it.
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December 12, 2023
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EDA Member Tschida stated that’s fine, he understands that part of it; he just wanted to make
sure we’re fitting the need we’re talking about, which is seniors.
EDA President Bailey stated that’s what actually, from the Council’s perspective, was so exciting
about this project. Compared to some of the other senior affordable projects that we have in Cottage
Grove, over the last couple years they’ve experienced steep increases in rent. We’ve been at some of
these complexes and had some very serious conversations with the building owners and the senior
residents. In this case, this is a really nice project, and the rents that were shared with us, for which
people have to qualify, were significantly less than many other facilities in Cottage Grove with
affordable housing. With all due respect, we didn’t want any developer to come in and just say okay,
for the first couple of years we’ll have rents at this rate, but then after those first couple years, we’re
going to raise the rents significantly. This isn’t what Trellis does, to begin with; they’ve been very well
received by other cities and residents in which they’re developing. We just wanted to make sure that
this will be a long-term opportunity for those who want to still stay in Cottage Grove and don’t have
the financial wherewithal, per se, to do that at some of those other rent levels.
Recommendation: By motion, Approve the Forgivable Loan Agreement with Trellis Co. in the
amount of $185,000 payable upon building completion and a Certificate of Occupancy being
issued.
Motion by EDA Member Scott to approve the Forgivable Loan Agreement with Trellis Co. in
the amount of $185,000 payable upon building completion and a Certificate of Occupancy
being issued. Motion was seconded by EDA Member Carey. Motion passed unanimously (5-to-
0 vote).
4.7 Viewpoint Project
Jennifer Levitt, City Administrator, talked about a unique project and opportunity that we have, the
Viewpoint Project. It is a video storytelling service that works with PBS, and it’s broadcast in all 50
states. It’s hosted by Dennis Quaid, and he tees up a lot of these series and episodes right before
some of your PBS shows. One of the things that’s unique as we start to think about this is just
thinking about the time that we’re in, the interest rates, seeing kind of a lull in the residential market,
and a little bit of a lull in the industrial market. So, when we start to think about this project, we’re
thinking about how can we bring Cottage Grove top of mind as we start to market our City to help
bolster some of that economic development. So, keep that in the back of your mind as we go through
this project.
The Viewpoint team’s goal is to provide innovative and unique content featuring the world’s most
influential organizations and individuals. In your packet, we showcased one of the cities that was in
there, looking at building architectural services, hospitals, and universities. At this point, we still need
to build our storyline. Within your packet, you saw the questionnaire that staff has to complete; we’re
still working on that, and we will bring that questionnaire back to you. We would anticipate that we
would most likely film in late spring or early summer, when Cottage Grove looks at its best, so keep
that in the back of your mind as well.
As part of that storyline, it helps develop, through the work of professional videographers, capture,
and then to broadcast to an international audience. From our perspective, we get to project Cottage
Grove, what a great place to live, work, and play; she’s not saying that’s going to be our tagline, but
you’re going to have 60 million executives viewing it. You’re going to have people who have a very
high income, over $150.000, so they have means for travel. If you think about it from a marketing
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December 12, 2023
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standpoint, partnering with our Convention and Visitors Bureau, you get that tourism draw. The
executives are the ones who are making decisions where businesses locate, and also where their
employees could be located. So, you’re getting that marketing boost there.
The video would run for one year on public television, and it would be shown before shows like
Nova and Masterpiece Theater. The video would be featured on their website; they also assist us in
being able to use their membership as a target audience. So, as we define what our target audience
is, maybe its executives related to biotech industry or something like that, we would be able to
broadcast to those audiences we’re trying to attract, high-paying jobs maybe in the bio industry, into
the City of Cottage Grove.
We get specific deliverables as part of this contract: We get a five-to-six minute corporate profile;
that’s the one that’s going to run that educational message in between PBS broadcasting. As she
mentioned, we’re still developing that storyline. So, one of our key things right now is to think about
how well Cottage Grove has been positioned for growth. When you think about the recreational
opportunities that we’ve had, how we’ve provided for housing, how we set the stage for industrial
growth in our infrastructure, that we’ve been planning it very well. So, how do we tell our story to be
able to attract others to our community, not only from a tourism perspective but also with business
development. As part of this, they also help us with the interviews, they do the narration, the script
writing, video, the graphics, and the music. All of our logo and contact information is featured on
there; so, we get that branding as part of it. We also get a one-minute educational video that we can
use, and that also broadcasts over a very large network, to over 84 million homes via MSNBC,
CNBC, CNN, or other equivalent networks. We anticipate that segment would also air about 400
times on the top of 100 designated marketing areas at peak and primetime networks, such as FOX
Business, the Learning Channel, Discovery Channel, those kinds of markets. So, we’re getting an
extreme amount of exposure where we currently do not have it.
Administrator Levitt stated she thinks coming out of this high interest rate time, we want to use
2024 to position ourselves well; coming out of it into a strong 2025 market is really our hope. We also
get that digitized file for our website, social media, and then they’ll use that to help us with that email
blast to our target audience.
You’re probably asking how are we proposing to fund this; so, we’re not anticipating to really
change our budget for 2024, but just reposition our marketing effort. We would forego a booth at the
ICSC convention in Las Vegas in 2024. It would be pretty much an equivalent cost for this project,
which is $25,900, plus cameramen travel time and expense of $3,400. We would still send staff to
ICSC to maintain our relationships with developers, brokers, and end users. At the end of the day,
this would be really be a net zero against the budget that we had proposed for 2024. Just as a
reminder, as we talked about with the puzzles, this is the EDA Trust Fund, this is not taxpayer dollars.
Administrator Levitt stated she’d be happy to stand for any questions
EDA President Bailey asked if the EDA Board Members had any questions.
EDA Member Scott asked if PBS gives you a schedule of when these are going to be running, do
they tell you in advance so that you can see where the segments are. Administrator Levitt replied yes,
once they have the final video completed, they can give us the airing schedule.
EDA Member Scott said, so, you don’t get to see it beforehand. Administrator Levitt stated we
actually have a call with Anthony Davis tomorrow, so we can clarify that.
EDA President Bailey stated chances are, he would assume we would, though, based on some of
the initial conversations, that we’d be able to see it because he thought we got to review it to make
sure that it’s accurate; that’s a great question and we’ll ask that.
EDA President Bailey said it’s something unique, and it’s not going to negatively affect our budget.
We’ve had this conversation, and we’ve been going to ICSC for many years now. Probably for the
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December 12, 2023
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last four-or-five years now, we’ve done a booth there; the cost of the booth is what you’re seeing
here. We thought just to keep it within the budget when this opportunity arose for us, we said we’re
still going to go to ICSC and market the City. Really, in this particular case, we thought the money
could be better spent doing this project vs. having a booth at ICSC. We’ve been to ICSC with and
without booths in the past, so, we’ll still be meeting with end users, developers, and such when we go
there.
EDA Member Tschida asked what have we seen with other cities who have done this before, have
they benefited? He’s just curious about what we should expect from this.
Administrator Levitt replied regarding the success rate, it’s like any project, even like the puzzles;
it’s always hard for us to have metrics to be able to track against. For us, it’s going to be developing
that as part of our own marketing plan, to be able to track inquiries. For example, have we gotten an
increased amount of inquiries, and with our tourism, which we determine by Lodging Tax success,
are we seeing more occupancy rates in our hotels. So, there’s not necessarily always an immediate
or direct correlation, but there are metrics that we will be looking at as part of our own marketing plan
to be able to track and develop those. We can report those back to you as well.
EDA Member Tschida said okay, but Viewpoint doesn’t have any spiel about this has done this to
X city or Y city; Administrator Levitt stated they did not share any of those types of details with us.
Recommendation: By motion, Approve the Professional Services Agreement with Viewpoint.
Motion by EDA Member Scott to Approve the Professional Services Agreement with
Viewpoint. Motion was seconded by EDA Member Myers. Motion passed unanimously (5-to-0
vote).
5 PUBLIC HEARINGS - None.
OTHER BUSINESS
6.1 EDA Calendar
EDA President Bailey stated the EDA Calendar is before us. Later this week, on Thursday, there is a
Chamber Holiday after-hours event at River Oaks for the local Chamber of Commerce. Also, on that
day he and Administrator Levitt will be attending the Metropolitan Governance Task Force public
engagement in Lake Elmo; this is a task force to discuss what the Metropolitan Council looks like
going forward, if its elected or not elected, etc.
6.2 EDA Comments - None.
6.3 Response to Previous EDA Comments - None.
7.0 WORKSHOP - None.
8.0 ADJOURNMENT
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December 12, 2023
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EDA Member Carey made a motion to adjourn. Motion was seconded by EDA Member
Tschida. Motion passed unanimously (5-to-0 vote). The meeting was adjourned at 8:34 a.m.
Respectfully submitted,
Gretchen Larson, Economic Development Director
/jag
1
City Council Action Request
7.B.
Meeting Date 1/17/2024
Department Administration
Agenda Category Action Item
Title Appointment of Election Judges - 2024 Presidential Nomination
Primary
Staff Recommendation Approve Resolution 2024-010 and the appointment of the election
judges listed in Exhibit A for the Presidential Nomination Primary on
March 5, 2024, and authorize the City Clerk to appoint additional
election judges, as needed, to fill vacancies.
Budget Implication N/A
Attachments 1. Resolution- 2024-010 Appointing Election Judges
2. Exhibit A - Election Judges
1
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Tammy Anderson
DATE: January 17, 2024
RE: Appointment of Election Judges - 2024 Presidential Nomination Primary
Discussion
The City Clerk is required under the Joint Powers Election Agreement with Washington
County to appoint election judges no later than 25 days prior to an election. Washington
County has completed the recruitment and training process for the election judges listed in
attachment A. These election judges will serve as the election clerks for the Presidential
Nomination Primary election of March 5, 2024, and be responsible for tabulating ballots and
reporting the results to the county in accordance with Minnesota State election law.
Recommendation
Approve Resolution 2024-010 and the appointment of the election judges listed in Exhibit A for
the Presidential Nomination Primary on March 5, 2024, and authorize the City Clerk to appoint
additional election judges, as needed, to fill vacancies.
Attachments
1. Resolution- 2024-010 Appointing Election Judges
2. Exhibit A - Election Judges
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-010
RESOLUTION APPOINTING ELECTION JUDGES FOR THE MARCH 5, 2024,
PRESIDENTIAL NOMINATION PRIMARY
WHEREAS, The individuals specified on EXHIBIT A attached hereto, each
of whom is qualified to serve as an election judge, are hereby appointed as
judges of election for the Presidential Nomination Primary on March 5, 2024 to
act as such at the polling places listed on said exhibit.
WHEREAS, The election judges shall act as clerks of election, count the
ballots cast, and submit the results to the county for canvass in the manner
provided by Minnesota State Election Law.
WHEREAS, The city clerk is hereby authorized to appoint additional
election judges, as needed, to fill vacancies that may occur on or before Election
Day.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of
Cottage Grove, County of Washington, State of Minnesota, that the individuals
listed in Exhibit A will be appointed to serve as election judges for the March 5,
2024 Presidential Nomination Primary and the City Clerk will be authorized to
appoint additional judges to fill vacancies.
Passed this 17TH day of January 2024.
__________________________
Myron Bailey, Mayor
Attest:
___________________________
Tamara Anderson, City Clerk
Position Last Name First Middle Precinct
HJ CALDWELL FREDA Cottage Grove P1
CJ WALETZKO DIANA Cottage Grove P1
EJ KOESTER ERIC Cottage Grove P1
EJ WERNER PHILIPPA Cottage Grove P1
EJ HOFSTRA SUSANNE Cottage Grove P1
EJ KENNARD ROBERT Cottage Grove P1
EJ NOVOTNY HEATHER Cottage Grove P1
EJ DEUTSCH GARY Cottage Grove P1
EJ NELSON LINDA Cottage Grove P1
EJ SCHLORF ERVIN Cottage Grove P1
CJ COOKSON SARA E A D Cottage Grove P2
EJ MCCOY WENDEE Cottage Grove P2
EJ SCHMIDT EUGENE Cottage Grove P2
EJ SCHMIDT GARRETT Cottage Grove P2
EJ WALLIN JILLIAN Cottage Grove P2
EJ BROADDUS DEENA Cottage Grove P2
EJ POMERLEAU MARIA Cottage Grove P2
EJ MANNING‐McCUSKER ELIZABETH Cottage Grove P2
HJ OLSON EMILY Cottage Grove P3
CJ RICKARD SHERRY Cottage Grove P3
EJ BURFEIND JEANETTE Cottage Grove P3
EJ OLSON TRACEY Cottage Grove P3
EJ RUDEEN LINDA Cottage Grove P3
EJ MILLER LINDA Cottage Grove P3
EJ NUTE DRUSCILLA Cottage Grove P3
EJ AWADA KRISTINE Cottage Grove P3
EJ CARSON TIFFANY Cottage Grove P3
HJ BORN MITCHELL Cottage Grove P4
CJ PIERCE JAMES Cottage Grove P4
EJ SCHOONOVER GRANT Cottage Grove P4
EJ SCHWARTZ ALAN Cottage Grove P4
EJ SHIMEK GERRY Cottage Grove P4
EJ WILLIAMS MARJORIE Cottage Grove P4
EJ BRUCKNER SANDRA Cottage Grove P4
EJ CARDENAS YARY Cottage Grove P4
HJ FOURNIER GEOFFREY Cottage Grove P5
CJ BAUER EMILY Cottage Grove P5
EJ PINSKI TERRANCE Cottage Grove P5
EJ POWER BONNIE Cottage Grove P5
EJ TIEFENBRUCK GRANT Cottage Grove P5
EJ WESSINGER WILLIAM Cottage Grove P5
EJ HALIBURTON RICHARD Cottage Grove P5
EJ RIVERA CAROL Cottage Grove P5
EJ TOROK TIMOTHY Cottage Grove P5
EJ HANSON DEBRA Cottage Grove P5
EJ WOODWARD CAROL Cottage Grove P5
Exhibit A
Position Last Name First Middle Precinct
HJ DECKER JOAN Cottage Grove P6
CJ HAUKOM‐BRANDT RANDY Cottage Grove P6
EJ JEMIE SANDRA Cottage Grove P6
EJ JORDAN JONATHAN Cottage Grove P6
EJ LEASE DAVID Cottage Grove P6
EJ ROYCE WILLIAM Cottage Grove P6
EJ WILLIAMS CAROL L Cottage Grove P6
EJ GLASS CLAUDIA Cottage Grove P6
EJ BAHLS MONICA Cottage Grove P6
EJ HIEDEMAN SCOTT Cottage Grove P6
HJ SARTORI NINA Cottage Grove P7
EJ ANASTOS GEORGE Cottage Grove P7
EJ BUTT WAYNE Cottage Grove P7
EJ LARSON JULIE Cottage Grove P7
EJ BONDESON LEN Cottage Grove P7
EJ LAKSO BARBARA Cottage Grove P7
EJ KROLL CHRISTINE Cottage Grove P7
EJ MORRIS MICHELLE Cottage Grove P7
EJ PALMERSTEN MICHAEL Cottage Grove P7
HJ PETERSEN SHANNON Cottage Grove P8
CJ ROBINSON WILLIAM Cottage Grove P8
EJ BALINT MICHAEL Cottage Grove P8
EJ ERICKSON STEVE Cottage Grove P8
EJ HOLY CHRISTIN Cottage Grove P8
EJ VERREAUX MATT Cottage Grove P8
EJ PEDERSON KAREN Cottage Grove P8
EJ WAHL DARYL Cottage Grove P8
EJ CABEZAS‐VELASQUEZ DANIELLE Cottage Grove P8
EJ OLSON BRYAN Cottage Grove P8
1
City Council Action Request
7.C.
Meeting Date 1/17/2024
Department Administration
Agenda Category Action Item
Title Massage Therapist License - Mary Seifert
Staff Recommendation Authorize issuance of a Massage Therapist license to Mary Denise
Seifert for use at Whole Health Massage of Cottage Grove, 8800
East Point Douglas Road So.
Budget Implication N/A
Attachments 1. Memo - Massage Therapist (Mary Seifert)
2. M. Siefert-massage background
To:Honorable Mayor and City Council Members
Jennifer Levitt, City Administrator
From:Tamara Anderson, City Clerk
Date:1/9/2024
Subject:Massage Therapist License Application – Mary Denise Siefert
Application
On December 13, 2023, Mary Denise Seifert applied to operate as a licensed massage
therapist at the business named Whole Health Massage of Cottage Grove, at the address of
8800 East Point Douglas Road South, Cottage Grove, MN 55016.
The Public Safety Department conducted a background investigation and did not find
anything that would constitute a basis for denial of the application.
I searched the disciplinary actions posted by the MN Department of Health Office of
Unlicensed Complementary and Alternative Health Care Practice and did not find any
actions posted against Mary Seifert.
Proof of Education/Certificate
The City of Cottage Grove requires that proof of education/certification in compliance
with our City Code be sent directly to us from the institution, program, or examining
board. Seifert has recently completed her certification and her records were sent to the
City from St. Paul College.
Must meet one of the following:
a.Graduation from an institution or program in massage therapy that is
accredited by an accrediting agency recognized by the United
States Department of Education.
b.Passing results of Massage and Bodywork Licensing Examination
{MBLEx) administered by the Federation of State Massage Therapy
Boards {FSMTB), or the National Certification Exam for Therapeutic
Massage {NCETM) or National Certification Exam for Therapeutic
Staff Recommendation
Authorize issuance of massage therapist license to Mary Denise Seifert.
To:Director of Public Safety Peter J. Koerner
From: Detective Sergeant Mike McCormick
Date:January 8, 2024
Subject:Massage Therapy License Application
APPLICANT
Mary Denise Seifert
6960 10th Street North, Apt 211
Oakdale, MN 55128
PLACE OF APPLICATION
Whole Health Massage of Cottage Grove,
8800 East Point Douglas Road South, Cottage Grove, MN 55016
BACKGROUND
On December 13, 2023, Seifert made application with the City of Cottage Grove, to operate as
a licensed massage therapist, at the business Whole Health Massage of Cottage Grove,
at the address of 8800 East Point Douglas Road South, Cottage Grove, MN 55016.
CRIMINAL/POLICE CONTACT
The applicant has signed a City of Cottage Grove general authorization and release of private
data form. As such, we have completed a complete criminal history background check utilizing
BCA, MGA, and CLEAR. I was unable to find any history of criminal case records, pertinent
civil courts records, or judgments and liens, nor did I observe any contacts with law
enforcement for traffic violations for Seifert.
CERTIFICATION
In her initial application Seifert provided transcripts from Saint Paul College showing she was
awarded a Certificate of Massage Therapy in 2005. In 2011 she was awarded a Certificate in
Reflexology, also from Saint Paul College. Using a Clear search, I found that she also has an
active license through the Minnesota Board of Nursing as a Registered Nurse. Her license
number is 1127474.
CONCLUSION
There are no negative comments, or mention, of Seifert, in the Complementary and Alternative
Health Care Practice Disciplinary Actions site with the Minnesota Department of Health. No
negative social media, or posts, observed by Seifert. There was no information found that
would preclude the applicant from working in the position of Massage Therapist in the City of
Cottage Grove.
Detective Sergeant Michael McCormick
Background Investigator
1
City Council Action Request
7.D.
Meeting Date 1/17/2024
Department Administration
Agenda Category Action Item
Title 2024 Legislative Agenda
Staff Recommendation Adopt the 2024 Legislative Agenda.
Budget Implication
Attachments 1. Legislative Agenda 2024
1
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Jaime Mann, Interim Communications Manager/Assistant to the City
Administrator
DATE: January 17, 2024
RE: 2024 Legislative Agenda
Discussion
The 2024 Legislative Agenda was created as a guideline for the city council and heads of
departments when setting city policy and interacting with state legislators. This year’s
legislative agenda addresses several key areas including funding for the 100th Street arterial
roadway, economic development, housing, transportation, public safety wellness and mental
health, water conservation and treatment, and transparent financing.
The legislative agenda is a fluid document and can be amended at any time to reflect changes
in legislation.
Recommendation
Adopt the 2024 Legislative Agenda.
Attachments
1. Legislative Agenda 2024
Legislative Agenda
City of Cottage Grove, MN
Solutions for a Safe, Healthy and Prosperous Community
12800 Ravine Parkway S, Cottage Grove, MN 55016 651-458-2800 | CottageGroveMN.gov
2024
Legislative Priority
Priority: County 19A & 100th Street Realignment Project – Bonding Request
Legislative Direction
Cottage Grove fully supports any efforts to fund the future 100th Street arterial roadway. The city and
Washington County request $12.5 million in state funds for design, right-of-way acquisition and construction of
the arterial roadway and adjacent roadways.
Legislative Priority
Priority: County 19A & 100th Street Realignment Project – Bonding Request
Relevant Information
• In partnership with Washington County, a need was identified for a new arterial route to support 2,000
acres of planned development to help balance the regional traffic patterns to U.S. Hwy 61.
• A new railway grade separation included in the project will efficiently accommodate growth in freight traffic
associated with the rapidly growing industrial area.
• The project will be transformative for the southeast metro as it improves safety and mobility and creates
economic opportunity in the area.
• Washington County is leading the preliminary design for the project and has invested $800,000+ to date.
• This initiative will support the Minnesota Department of Transportation and the City of Cottage Grove.
• If the state funds are not provided, Washington County may have to return awarded Federal funds and the
project will be delayed.
• The total estimated project cost is approximately $47 million. (County funds: $6 million, city funds: $4.9
million, State of Minnesota: $12.5 million, Federal Grants: total is $23.6 million, $7 million is already secured
through PROTECT, leaving $16.6 million left to obtain).
• The Cottage Grove Business Park is currently only served by one feasible interchange: Highway 61 at Jamaica
Avenue, which is fully built out with a two-lane, six-leg roundabout that receives a significant amount of traffic.
• Additional funding is needed to construct a direct extension of 100th Street to Highway 61. The project would
also include construction of a bridge over the Canadian Pacific Kansas City railroad track. High-level cost
estimates for this project are in the range of $20 million to complete.
• Completing this extension in the next five years will be critical to relieving stress along Jamaica Avenue.
Agenda
Economic and Community Development
Cottage Grove continues to experience residential, commercial and
industrial growth, creating a need for legislative action regarding:
• Job growth
• Childcare programs
• Workforce development
• Business expansion
• Redevelopment
• Housing
Transportation
Due to rapid yet measured growth, Cottage Grove is focusing on the
following areas:
• Red Rock Corridor
• Street improvement districts
• Lights on Highway 61
• Municipal state aid funding
Parks and Recreation
Cottage Grove has the vision of giving its residents the best
recreational opportunities in the state by focusing on:
• Future state/county recreational trail connection
• Park dedication
Administration
Cottage Grove is committed to excellence in the delivery of public
services to community residents, businesses and property
owners. The city operates with transparency and cost-efficient
communication while ensuring businesses operate safely and to
the highest standards:
• Newspaper notification requirement
• Licensure of massage therapists
Agenda
Revenue and Taxation
Cottage Grove is committed to maximizing citizen engagement in
the budgeting process, as well as maintaining transparency and
responsible stewardardship of our citizens’ tax dollars by focusing on:
• Office of the State Auditor (OSA) time limits
• Restrictions on local government budgets
• Sales tax on local government purchases
Water Quality and Sustainability
Cottage Grove remains committed to delivering water that meets
state guidelines and producing a long-term plan to enhance resource
sustainability while meeting community needs by focusing on:
• Groundwater and well monitoring
• Impaired water
• Water conservation
• Stormwater and wastewater
Public Safety
Cottage Grove Public Safety remains committed to protecting the city
and its citizens by focusing on:
• Mental Health Response Act
• School resource officers
• Ambulance service costs and liability
• Officer wellness
• K-12 threat assessments
• Recruitment and retention needs
• Law enforcement training funding
• Fleeing vehicles
• Permit to purchase fees
• Paid health insurance for law enforcement retirees
• Body worn camera redaction
• Emergency medical services (EMS) local control
• Oppose threats to building code, sprinklers and local control
6
Economic Development
Job Growth
Priority
Cottage Grove supports economic tools that facilitate job growth without relying solely on the property tax
base. The city supports the study of allowing mixed-use buildings that have commercial and residential uses
to be included in a special service district (SSD).
Legislative Direction
Cottage Grove supports a number of existing programs offered by the state, and furthermore, supports the
study of allowing mixed-use buildings, that have both commercial and residential uses, included in SSD.
Relevant Information
Examples of valuable state programs include green job development and related innovation and development.
Other examples are minority business start-ups, small business financing tools including new markets tax
credit program mirroring a federal initiative, and maintaining existing municipal authority to establish SSD.
Childcare Programs
Priority
Expand investments in affordable Childcare Programs.
Legislative Direction
Cottage Grove supports the expansion of child and dependent care tax credits and early learning scholarship
programs. The city also supports the continued investment in programs that provide direct financial incentives
to care providers such as peacetime emergency childcare grants, childcare stabilization grants, financial hardship
grants, childcare facility revitalization grants and childcare aware regional grants.
Relevant Information
Many employers around the state are reporting that
affordable childcare is a critical need, and the lack
of affordable childcare keeps many people out the
workforce. Minnesota’s market rate for infant care at
a childcare center in 2021 was $16,164, which is the
sixth highest in the nation. At this cost, a family making
Minnesota’s median household income of $71,000
would spend more than 20% of their earnings on
childcare. National guidelines suggest childcare should
cost about 7% of a family’s annual income.
Gretchen Larson, Economic Development Director
GLarson@CottageGroveMN.gov | 651-458-2830
7
Economic Development
Workforce Development
Priority
Expand investments in workforce development
Legislative Direction
The city supports expansion of career and technical education training, incentives for employers that create
career pathways to upskill workers, and to community and technical colleges to encourage them to work
more closely with local industries and businesses. The city also supports an increase in state funding to match
federal programs such as Workforce Innovation and Opportunity Act or Supplemental Nutrition Assistance
Program Employment and Training (SNAP E&T) program, and increased investment in youth such as career
programming in schools and no-cost driver license obtainment programs.
Relevant Information
Career and technical educational programs are a critical component in training our youth and helping them to
enter the workforce. By supporting and investing in critical workforce development programs for youth, we
help build career pathways to prepare students who are ready to enter a complex and dynamic world of work.
Gretchen Larson, Economic Development Director
GLarson@CottageGroveMN.gov | 651-458-2830
Business Expansion
Priority
Support new and expanding businesses, infrastructure development and public-private partnerships.
Legislative Direction
Cottage Grove supports existing and future programs to help businesses thrive and expand.
Relevant Information
• Continue to fund sustainable funding programs
supporting job creation including Minnesota
Investment Fund (MIF) and Job Creation
Fund (JCF) as well as grants for site cleanup
and allowing opportunities for communities
to develop, create infrastructure, and help
businesses expand.
• Support creating sustainable and dedicated
funding to assist local communities and
businesses to use the redevelopment grant and
demolition loan program.
Economic Development
8
Community Development
Emily Schmitz, Community Development Director
ESchmitz@CottageGroveMN.gov | 651-458-2874
Redevelopment
Priority
Begin implementation of redevelopment plans to reinvigorate a tax base that is not fulfilling its potential.
Legislative Direction
Cottage Grove supports the growth of current programs that help facilitate redevelopment and reinvestment in
our residential, commercial and industrial sectors.
Relevant Information
• Given the costly barriers when seeking to re-use existing infrastructure, maintain and improve tax base,
and provide housing opportunities, the city asks lawmakers to reinvigorate land remediation programs
administered by the Department of Employment and Economic Development that continue to remain
unfunded.
• Cottage Grove supports increasing funding to the statewide redevelopment account and creation of a grant
or loan program to assist in the redevelopment of aging areas of our community including contamination and
brownfield remediation.
• The City supports revitalization of funded programs allowing cities greater flexibility in targeting commercial
development and redevelopment opportunities.
9
Community Development
Emily Schmitz, Community Development Director
ESchmitz@CottageGroveMN.gov | 651-458-2874
Housing
Priority
Diversify the city’s housing stock to ensure it is serving all demographic and socio-economic communities and
recognizing certain barriers to housing disparity that impact certain members of our community. Cottage Grove
supports programs that reduce barriers to fair housing and equal opportunity.
Legislative Direction
Cottage Grove supports state programs that allow municipalities to facilitate full-spectrum housing growth and
rehabilitate older housing stock for residents in all stages of life.
Relevant Information
• Ensuring and providing funding and financial tools to cities to create a wide range of lifecycle housing options
that allow seniors of all incomes to stay in their community and focus on the need to preserve federally
subsidized housing and naturally occurring (unsubsidized) affordable housing.
• Consider establishing a program to address immediate needs throughout the year to provide a match for
new or existing city-supported affordable housing projects. (Ex. matching funds, issued on a timeline that is
consistent with local budgeting processes, for local revenues allocated to a local affordable housing trust fund)
• Provide stable and long-term funding, including dedicated Minnesota Housing and other affordable housing
programs that support local housing efforts that encourage innovation and recognize regional markets. Allow
for cities to create partnerships and leverage resources with private and public entities to support capital
investment for affordable and public housing opportunities.
• Expand authority for all cities to transfer unobligated pooled increment from a housing or redevelopment Tax
Increment Financing (TIF) district to support a local housing trust fund for any eligible expenditure.
Community Development
10
Transportation
Red Rock Corridor
Priority
Give businesses the ability to attract talent from the surrounding community through transportation into
Cottage Grove.
Legislative Direction
Cottage Grove supports implementation of the Red Rock Corridor Bus Rapid Transit.
Relevant Information
• The Metropolitan Council projects the southeast metro will grow by at least 100,000 people over the next
20 years while 94% of the jobs will stay in Minneapolis/St. Paul.
• Cottage Grove businesses have indicated in multiple Business Retention and Expansion interviews that they
are having a hard time attracting talent without a reliable transportation network into the city.
• The Red Rock Corridor is a 20-mile stretch serving the southeast metro, which is part of the National
Highway and National Scenic Byway systems.
• Communities along the corridor have conducted a thorough investigation of transit needs and produced a
phased approach with a near-term need for new local bus service and a long-term plan for bus rapid transit
(including high frequency service, robust stations and enhanced parking facilities).
Ryan Burfeind, Public Works Director
RBurfeind@CottageGroveMN.gov | 651-458-2899
11
Street Improvement Districts
Priority
Address the limited funding mechanisms for maintaining aging streets.
Legislative Direction
• Cottage Grove supports the authority of local units of government to establish street improvement
districts, allowing cities in developed/developing areas to fund reconstruction and maintenance.
• Cottage Grove also supports changes to special assessment laws to make assessing state-owned property a
more predictable process regarding the payment of assessments.
Relevant Information
• Funding sources for local transportation projects are limited to the use of Municipal State Aid, property
taxes and special assessments.
• The street improvement district is designed to allow cities to create a district(s) where fees will be raised on
all properties in the district and must be spent within specific boundaries.
• The city supports the modification of state laws to clarify the definition of “benefits received” as it relates
to special assessments.
Transportation
Ryan Burfeind, Public Works Director
RBurfeind@CottageGroveMN.gov | 651-458-2899
Transportation
12
Lights on Highway 61
Priority
Acquire $4 million for funding corridor lighting along Highway 61 from the interchange at Washington County
State Aid Highway 22 to the intersection with Trunk Highway 95.
Legislative Direction
Cottage Grove fully supports any efforts to fund highway lighting and increased safety on an increasingly busy
stretch of highway, serving one of the fastest growing areas of the state.
Relevant Information
• The only interchange lighting that exists is at 80th Street South, Jamaica Avenue South and County State-
Aid Highway 19 (Innovation Road South).
• There is no lighting from County State-Aid Highway 19 to Trunk Highway 95 and there are several
unrestricted local access intersections present.
Transportation
Ryan Burfeind, Public Works Director
RBurfeind@CottageGroveMN.gov | 651-458-2899
13
Municipal State Aid Funding
Priority
Cottage Grove, like many growing communities, struggles to fund major roadway projects, creating costly
delays and decreased motorist safety.
Legislative Direction
Cottage Grove requests the Municipal State Aid (MSA) formula and funding levels be reviewed as the current
system is not sufficient to keep up with growing demands for maintenance, coupled with expanding MSA
roadway systems in growing communities.
Relevant Information
• MSA offers an advance to fund larger projects that creates delays for future MSA projects for several years.
Thus, rehabilitation projects (like mill and overlay) cannot occur, reducing the useful life of a road and
accelerating the cost of reconstruction projects.
• The city anticipates reduced funding due to the pandemic, which will further challenge the city’s ability to
maintain our aging infrastructure.
Transportation
Ryan Burfeind, Public Works Director
RBurfeind@CottageGroveMN.gov | 651-458-2899
Transportation
14
Future State/County Recreational Trail Connection
Priority
Secure funding for a trail connecting Cottage Grove Ravine Regional Park to Point Douglas Regional Trail/Park.
Legislative Direction
Cottage Grove supports the planning, design, and future funding of a Highway 61 Trailway connection
between Cottage Grove Ravine Regional Park and Point Douglas Regional Trail/Park.
Relevant Information
A trail along Highway 61 from Cottage Grove Ravine Regional Park to Point Douglas Regional Trail/Park would
be a unique recreational experience for the region, state and outstate visitors. Highway 61 is both historic
and scenic but has no recreational trail access. The trailway would connect Cottage Grove’s Ravine Lake to
the confluence of the Mississippi and St Croix rivers as well as historic Hastings downtown via the Highway 61
arch bridge trail.
Park Dedication
Priority
Address the need for cities to require park dedication fees and/or land without the requirement that land be
subdivided.
Legislative Direction
Cottage Grove supports preserving existing city authority to require parkland dedication and park dedication
fees and amend Minn. Stat. § 462.358 to allow all cities the option to require a reasonable portion of land
or park dedication fee on new housing units and new commercial and industrial development without the
requirement that land be subdivided.
Parks and Recreation
Zac Dockter, Parks & Recreation Director
ZDockter@CottageGroveMN.gov | 651-458-2847
Relevant Information
For decades, Minnesota cities have been permitted
in Minnesota Law Chapter 462 to adopt ordinances
that require a reasonable portion of land be dedicated
to the public, or to impose a dedication fee on new
housing units and new commercial and industrial
development in a city for parks. As a result, cities
across the state have been able to create parkland
that provides intrinsic environmental, aesthetic,
and recreation benefits to cities and their residents,
which enhances property values, increases municipal
revenue, and supports local economic development.
15
Newspaper Notification Requirement
Priority
Replace the requirement of a local newspaper
notification with electronic notices on the city
website and other social media platforms.
Legislative Direction
Cottage Grove requests the state repeal the
newspaper notification requirement due to
the costs for municipalities, the decline of local
newspapers, and the increase and proliferation of
technology information tools.
Licensure of Massage Therapists
Priority
Seek to establish a state requirement for
licensure of massage therapists.
Legislative Direction
Cottage Grove requests the implementation
of a statewide licensing system for massage
therapists, ensuring minimum competency
requirements are successfully met.
Administration
Jennifer Levitt, City Administrator
JLevitt@CottageGroveMN.gov | 651-458-2890
Administration
16
Revenue and Taxation
Office of the State Auditor (OSA) Time Limits
Priority
A reasonable time frame for tax increment financing (TIF) non-compliance violations should be established.
Legislative Direction
A reasonable time frame for TIF non-compliance should be established. The legislature should reasonably
restrict the OSA’s ability to issue noncompliance notices to the six-year period prior to the notice’s issuance
date. The legislature should also require the OSA to conduct any audits on decertified districts within one year
of decertification.
Relevant Information
The Office of the State Auditor (OSA) has the authority to issue noncompliance notices for every existing tax
increment financing (TIF) district in the state for alleged violations of the TIF laws. This authority extends
retroactively to the inception of the district. Accordingly, TIF authorities can receive noncompliance notices
for alleged violations that occurred 20 or more years ago. Often, staff and record-keeping procedures have
changed, and TIF authorities find it difficult to reconstruct the past to identify and remedy these situations.
Similarly, the OSA claims the authority to audit TIF districts for up to 10 years after decertification, which
requires cities to expend staff resources to maintain files and a working knowledge of old districts for an
unreasonable period of time.
Restrictions on Local Government Budgets
Priority
Maintain city autonomy in deciding the appropriate level of local taxation and services.
Legislative Direction
Cottage Grove strongly opposes levy limits, reverse referenda, super majority requirements for levy,
and valuation freezes, or other restrictions on local government budgeting and taxing processes.
Relevant Information
These types of restrictions undermine local budgeting and taxing processes, planned growth and the
relationship between locally elected officials and their residents.
Brenda Malinowski, Finance Director
BMalinowski@CottageGroveMN.gov | 651-458-2832
17
Sales Tax on Local Government Purchases
Priority
Secure sales tax exemption for purchases of goods and services made by cities.
Legislative Direction
The local government sales tax exemption enacted in 2013 and expanded in 2014 does not apply to all city
purchases. Some purchases for municipal enterprise operations, such as golf courses, are excluded from the
exemption. In addition, in order to receive the sales tax exemption on construction materials under current
law, cities must bid labor and materials separately and also designate a contractor to be a purchasing agent on
behalf of the city.
Relevant Information
The existing Department of Revenue rules (Minn. Rule 8130.1200, subp. 3) are complex and the
implementation can be so complicated that it can cost cities more money to implement than they will save on
the tax exemption. Finally, although cities currently do not pay the motor vehicle sales tax on marked police
vehicles or firefighting vehicles, other city vehicles are not exempt from the motor vehicle sales tax.
• The exemption should apply to all purchases made by local units of government.
• The process to receive the exemption for construction materials used in local government projects should
be simplified or added to the refund process now available for local government public safety facilities.
• The exemption should be extended to all local government purchases that would otherwise be subject to
the motor vehicle sales tax in Minn. Stat. ch. 297B.
Revenue and Taxation
Brenda Malinowski, Finance Director
BMalinowski@CottageGroveMN.gov | 651-458-2832
Revenue and Taxation
18
Water Quality and Sustainability
Impaired Water
Priority
Support continued metropolitan development while
protecting all water resources.
Legislative Direction
Cottage Grove supports continued funding
to improve the region’s ability to respond to
developmental market demands including, but not
exclusive to, surface water impairment assessments,
Total Maximum Daily Load (TMDL) development and
stormwater or wastewater construction grants.
Relevant Information
• Cottage Grove supports and values initiatives
aimed at protecting water resources at the
municipal, county, state and federal levels, which
includes the Clean Water Act.
• Cottage Grove opposes entity-specific
exemptions from fees because every type of
property is required to pay stormwater fees.
Groundwater and Well Monitoring
Priority
To support water quality and well monitoring efforts in accordance with the Environmental Protection
Agency Safe Drinking Water Act.
Legislative Direction
Cottage Grove strongly encourages continued funding of grant money through the Minnesota
Department of Health (MDH) to assist communities in implementing their wellhead protection plans
(specifically drilling additional sentinel wells to monitor aquifer levels and contamination plumes).
Relevant Information
• Cottage Grove supports additional funding for Perfluorochemicals (PFC) biomonitoring in the area.
• The city supports working with MDH on the continuous monitoring of city groundwater and wells
for Perfluoroalkyl and Polyfluoroalkyl Substances (PFAS), having completed part one of our Wellhead
Protection Plan in August 2015 and part two in March 2017.
Ryan Burfeind, Public Works Director
RBurfeind@CottageGroveMN.gov | 651-458-2899
19
Water Conservation
Priority
Contribute to a statewide effort to promote water conservation while providing municipal autonomy
relative to individual communities.
Legislative Direction
Cottage Grove supports legislation promoting aquifer recharge, change in water use practices,
development of minimum irrigation standards, applying technology for smart water use, additional
scientific data collection and exploring water reuse options at contaminated sites that rely on water
extraction or pollution containment.
Relevant Information
• A single “catch-all” option should not be applied to a region or sub-region.
• The city opposes funding of any implementation cost involved with the DNR North & East Metro
Groundwater Management Area if it does not directly result in supplying water to the City of Cottage
Grove and its residents.
Water Quality and Sustainability
Ryan Burfeind, Public Works Director
RBurfeind@CottageGroveMN.gov | 651-458-2899
Water Quality and Sustainability
Stormwater and Wastewater
Priority
Ensure attempts to address water supply
sustainability take all water users (and variables)
into account, including municipalities, industry,
private wells, agriculture and contamination
containment.
Legislative Direction
Cottage Grove supports the removal of barriers
to wastewater and stormwater re-use and
advocates for improved interagency coordination
on all levels, including on the state level.
Relevant Information
Water regulation is complex and
compartmentalized, requiring strategies to
cross agency jurisdictions through improved
coordination and cooperation.
20
Public Safety
School Resource Officers
Priority
Implement modifications to law related to school resource officers (SRO).
Legislative Direction
Cottage Grove supports legislation to address the issues that have led to departments who have removed
SRO’s. We support amending 121A.58 and 121A.582 as follows:
• Minnesota Statute 121A.582, Subd. 1 (b): Subd. 1 (b) expand the definition of when “reasonable force” may
be used by amending the language as follows: “to restrain a student and or prevent bodily harm or death to
the student or another.” Subd. 1 (b) clarify that use of reasonable force by a school resource officer or police
officer contracted with a district is regulated by Minnesota Statute 609.06.
• Minnesota Statute 121A.58: Subd. 2 (a) AND Subd. 2 (b): Remove “school resource officer” and “police
officer contracted with the district” from roles covered by this subdivision. Add a section that makes the
exclusion of “school resource officers” and “police officers contracted with a district” from the definition of
“agents” or “employees” of a school district explicit.
Mental Health Response Act
Priority
Fund a multi-jurisdictional co-responder program.
Legislative Direction
Cottage Grove supports legislation to fund multi-jurisdictional co-responder programs or embedded social
workers. Additionally, Cottage Grove supports making changes to current policy and practices to better share
information amongst first responders, medical professionals and human services representatives.
Relevant Information
The goal is to improve the response to, and outcomes of, mental health calls with request for service.
Pete Koerner, Director of Public Safety
PKoerner@CottageGroveMN.gov | 651-458-6003
21
Ambulance Service Costs and Liability
Priority
Require Medicare to set ambulance payment rates to cover the cost of providing services.
Legislative Direction
Cottage Grove supports federal legislation that would require Medicare to set ambulance payment rates to cover
the cost of providing service for transport and non-transport care of patients, require adequate reimbursement
for ambulance providers, require Medicare to reimburse 911 ambulance transports regardless of medical
necessity, and make it easier for providers to file claims by eliminating Medicare’s processing system.
Relevant Information
The cost of providing ambulance care has increased steadily over recent years due in part to changes in
Medicare and Medicaid reimbursement. The federal Balanced Budget Act of 1997 made two significant changes
to ambulance billing. First, the act mandated that ambulance services cannot bill the Medicare or Medicaid
patient for any unpaid balance beyond the Medicare or Medicaid assignment. Second, the act mandated a
uniform fee schedule that was implemented in 2002; the new fee schedule significantly reduced reimbursement
levels for many ambulance services.
Officer Wellness
Priority
Understand and deal with the effects of common stressors facing our law enforcement professionals.
Legislative Direction
Cottage Grove supports legislation to provide a permanent funding source for the law that passed in 2023.
It is critical to find a way to fund the treatment for mental health injuries as well as continuing to expand the
network of providers who are training to do this vitally important work.
Relevant Information
This would fund support groups, mental health checks and therapy, suicide prevention, awareness and
family support.
Public Safety
Pete Koerner, Director of Public Safety
PKoerner@CottageGroveMN.gov | 651-458-6003
Public Safety
22
Public Safety
K-12 Threat Assessments
Priority
Support mandated K-12 threat assessments teams.
Legislative Direction
Cottage Grove supports legislation requiring school districts to establish a team of trained subject matter
experts to examine and address school safety issues based on the national best practice known as behavioral
threat assessment.
Relevant Information
• This legislation would move our state beyond physical school safety measures, such as infrastructure
improvement grants, passed by the Legislature in 2018.
• Threat assessment is an evidence-based way to identify, assess and manage threatening situations.
• Threat assessment, when properly done, is considered a standard-of-care/best practice by numerous
organizations and advocacy groups including the U.S. Department of Education, National Association of
School Psychologists and the Federal Bureau of Investigation.
• K-12 threat assessment teams and legislation have been officially supported by the MN Chiefs of Police
Association and the MN Sheriff’s Association.
Pete Koerner, Director of Public Safety
PKoerner@CottageGroveMN.gov | 651-458-6003
23
Law Enforcement Training Funding
Priority
Continue to fund training mandated by the MN Police Officer Standards and Training Board (MN POST Board).
Legislative Direction
Cottage Grove supports continuing the MN POST Board training reimbursement allocation to local agencies,
which began in 2018.
Relevant Information
The Peace Officer Training Fund is for mandated training in the areas of recognizing and valuing diversity and
cultural differences, conflict management and mediation, crisis intervention and mental illness crises.
Public Safety
Pete Koerner, Director of Public Safety
PKoerner@CottageGroveMN.gov | 651-458-6003
Public Safety
Recruitment and Retention Needs
Priority
Support funding for state-wide recruitment and retention efforts
Legislative Direction
Cottage Grove supports a multi-faceted approach with recruitment and retention efforts including grants for
retention bonuses and scholarship opportunities.
Relevant Information
Agencies across our state are having difficulty recruiting and retaining officers for a variety of reasons. The
Minnesota Chiefs of Police Association (MCPA) supports a multi-faceted approach to helping agencies of
all sizes recruit and retain officers. This should include, but is not limited to, a grant program for bonuses,
bringing back part-time officer licensure for small agencies and scholarship programs with our higher education
partners. Any funding for this use should reflect different needs for small, medium and large agencies alike.
24
Permit to Purchase Fees
Priority
Allow agencies to charge a reasonable fee for
processing a permit to purchase.
Legislative Direction
Cottage Grove supports allowing local municipal
police departments to charge a reasonable fee
for processing a permit to purchase application.
Relevant Information
Currently Minnesota Statue § 624.7131 Subd
3. states there shall be no charge for forms,
reports, investigations, notifications, waivers
or any other act performed, or materials
provided by a government employee or agency
in connection with application for or issuance
of a transferee permit. The permits and their
renewal shall be granted free of charge.
Public Safety
Pete Koerner, Director of Public Safety
PKoerner@CottageGroveMN.gov | 651-458-6003
Fleeing Vehicles
Priority
Increased penalties for fleeing in a motor vehicle and modification of tracking devices used on fleeing vehicles.
Legislative Direction
Cottage Grove supports legislation to stiffen penalties for fleeing in a motor vehicle and modify the law
governing the use of tracking devices on fleeing vehicles.
Relevant Information
Fleeing is becoming a significant concern in law enforcement. The number of offenders that now flee has
gone up exponentially. Offenders understand that the majority of the time police officers won’t chase them
because the risk is not worth it. They also know that if officers do chase them and they are caught the
consequences are non-existent compared to the risk they have exposed to our community and law
enforcement officers too. Officers and organizations continue to battle the decision to pursue fleeing vehicles.
Additionally, a law was passed in 2022 allowing tracking devices to be used on stolen vehicles however the law
requires owner consent or a search warrant.
25
Paid Health Insurance for Law Enforcement Retirees
Priority
Support paid health insurance for law enforcement retirees
Legislative Direction
Cottage Grove supports a legislative appropriation that would provide paid health care for licensed police
officers who retire at 55 years old and have 10 years of consecutive service with a Minnesota city, county or
tribal government.
Relevant Information
To help in addressing the recruitment and retention challenges, at age 55 or any time thereafter, each month
the employer shall pay the full employer contribution toward health and dental insurance coverage for
employees who have 10 years of service or more. It shall also cover the employee’s dependents until the
employee reaches age 65. The employer shall be reimbursed from the State of Minnesota for these costs.
Body Worn Camera Redaction
Priority
Support reducing body worn camera redaction
requirements in areas visible to the public.
Legislative Direction
Cottage Grove supports changing current law
to allow for greater discretion by the Chief Law
Enforcement Officer (CLEO) or their designee
to release data without redaction in instances
where any member of the public may record the
same footage with their own device.
Relevant Information
Current law allows for CLEO’s to release data
to dispel rumors or other information, but we
cannot do so without complying with redaction.
This will allow the public more transparency,
especially in certain high-profile cases.
Public Safety
Pete Koerner, Director of Public Safety
PKoerner@CottageGroveMN.gov | 651-458-6003
Public Safety
26
Public Safety
Oppose Threats to Building Code, Sprinklers and Local Control
Priority
Prevent loss of life from fire and assure Cottage Grove residents are safe in their home.
Legislative Direction
Cottage Grove opposes threats to building and fire codes and limiting residential sprinklers.
Relevant Information
One of our top priorities is to ensure residents are safe in their homes. This means that we oppose any
attempts to remove or alter building codes; instead, we support a collaborative approach that engages state
agency professionals and industry experts in creating, writing, and preserving codes and rules that ensure
safety and security for all residents. Our preference is for proposed code changes to go through
the Department of Labor’s official rulemaking process.
Pete Koerner, Director of Public Safety
PKoerner@CottageGroveMN.gov | 651-458-6003
Emergency Medical Services (EMS) Local Control
Priority
Support local unit of government control of emergency medical service (EMS)
Legislative Direction
Cottage Grove supports the ability of local government to choose the EMS provider for their community.
Relevant Information
In February 2022, the Office of the Legislative Auditor (“OLA”) released a report that found serious
deficiencies with both the management of the Minnesota Emergency Medical Services Regulatory Board
(EMSRB) and the current ambulance service license process. During the 2023 legislative session, the
Minnesota Fire Association Coalition (MNFAC) introduced legislation (HF2736/SF2691) to implement the
recommendations of the OLA relating to the primary service areas. The bill received a hearing in the House.
The OLA report and subsequent legislation supports MNFAC’s long-held priority of reforming the current
system and allowing more local control over EMS.
1
City Council Action Request
7.E.
Meeting Date 1/17/2024
Department Community Development
Agenda Category Action Item
Title Approval of Rental Licenses
Staff Recommendation Approve the issuance of rental licenses to the properties listed 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: January 9, 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 - JANUARY 17, 2024
RENTAL LICENSE
NUMBER
PROPERTY
STREET #PROPERTY STREET NAME PROPERTY OWNER
RENT-001961 6812 Meadow Grass Lane South Nguyen, Kim-Anh
RENT-001962 8970 92nd Street South Nguyen, Kim-Anh
RENT-001959 6983 Pine Crest Trail South Childers, Nancy
RENT-002134 8466 Hadley Avenue South Brisson, Jason
RENT-001236 7861 Gresham Lane South Brisson, Jason
RENT-001925 8851 Ironwood Avenue South Fleming, Brian & Casey
RENT-001916 7019 Homestead Avenue South Fleming, Brian & Casey
1
City Council Action Request
7.F.
Meeting Date 1/17/2024
Department Community Development
Agenda Category Action Item
Title Lumbermen’s Inc. – Outdoor Storage
Staff Recommendation Adopt Resolution 2024-004 approving the Conditional Use Permit
allowing for the outdoor storage of materials incidental to the
principal use at 7601 100th Street South.
Budget Implication N/A
Attachments 1. Lumberman's Outdoor Storage CC Memo
2. Lumberman's Outdoor Storage Resolution
3. Lumberman's Outdoor Storage Narrative
4. Lumberman's Outdoor Storage Site Plan
5. Lumberman's Outdoor Storage Fence Rendering
6. Lumberman's Outdoor Storage Fence Detail
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Conner Jakes, Associate Planner
DATE: January 17, 2024
RE: Lumbermen’s Inc. – Outdoor Storage
Proposal
Lumbermen’s, Inc. (Applicant), with approval from Northpoint Development (Property Owner), has
submitted an application for a Conditional Use Permit (CUP) to allow for the outdoor storage of
materials incidental to the principal use at 7601 100th Street So uth. The materials will be fully
screened by a 6-foot tall privacy fence that will enclose 25,000 square feet of the southwest
parking area to be used for material storage.
Site Location
Review Schedule
Application Received: November 22, 2023
Application Accepted: November 22, 2023
Planning Commission Meeting: December 18, 2023
City Council Meeting: January 17, 2024
60-Day Review Deadline: January 21, 2024
Honorable Mayor, City Council, and Jennifer Levitt
Lumbermen’s Inc. – Outdoor Storage
January 17, 2024
Page 2 of 5
Planning Commission
The Planning Commission reviewed the request at their December 18, 2023 meeting. The Com -
mission asked for clarification on the following:
• The space is being leased by the current applicant/tenant ; if the current tenant no longer
leases the space, would the fence be removed?
o The property owner stated the fence will either remain on site or be taken down
depending on the state of the market and what is desirable for a future tenant. Staff
stated there is a condition that states if the approved outdoor storage area is unused
for material storage for a period of 12 months or more, the fence shall be removed
upon notification by the City.
• If a future tenant occupies the leased space and desires to utilize the outdoor storage area,
would a new Conditional Use Permit be required?
o Staff stated that a Conditional Use Permit is a property right that attaches to and
benefits the land and is not limited to a particular landowner. Therefore, a new tenant
and/or property owner would not need to reapply for a new Conditional Use Permit.
One resident participated in the public hearing:
• A 6-foot privacy fence would screen the building materials at street level, but not from
above. The City approved the development application for Norhart Apartments for the par -
cel directly to the west, which will be a five-story building and would overlook the proposed
fenced area and materials being stored.
o Staff stated Norhart Development did receive approvals for a five-story apartment
building; however, a building permit and further steps have not been taken at this
time. In addition, as part of the original approvals for the landscape plan of the sub -
ject site, there are numerous trees (coniferous and overstory) planted along the
western property line that will create a screened buffer at maturation.
The Planning Commission unanimously (7-to-0 vote) recommended approval of the application.
Background
The subject site is located within the Master Site Plan for the Cottage Grove Logistics Park, which
was approved by the City Council at their December 8, 2021, meeting and included approximately
252 total acres of land. In 2022, NorthPoint Development submitted an application for a Site Plan
Review that was approved for the Phase 1 development, which allowed for the construction of
two buildings (approximately 700,000 square feet) for warehouse, manufacturing, distribution, and
office space.
The Applicant, Lumbermen’s, Inc., is a building materials distributor that is headquartered in
Grand Rapids, Michigan, and is working with the Property Owner to occupy the western portion
of the available tenant space at 7601 100th Street South. The Applicant is proposing to utilize the
tenant space (approximately 89,000 square feet) for material storage. In addition to the interior
Honorable Mayor, City Council, and Jennifer Levitt
Lumbermen’s Inc. – Outdoor Storage
January 17, 2024
Page 3 of 5
space, the Applicant is proposing to fence in an exterior area (approximately 25,000 square feet)
for the outdoor storage of materials. The range of materials to be stored in the exterior area in -
cludes composite and PVC decking, engineered wood siding and trim, PVC trim, asphalt shingles,
and various exterior sheathing products.
Planning Considerations
Land Use and Zoning
The subject site is currently zoned I-1, General Industrial, and is guided as Industrial in the 2040
Comprehensive Plan. The proposed use of the property is consistent with permitted and condi-
tional uses allowed within this zoning district.
Conditional Use Permit
City Code Title 11-9-2 requires a CUP for any outdoor storage areas incidental to the principal
use exceeding 5,000 square feet and that the area be fully screened. The Applicant is proposing
to construct a 6-foot tall privacy fence to enclose approximately 25,000 square feet of the south-
west parking area to be used for outdoor storage. The criteria for issuance of a CUP are as follows:
1. Compliance with and effect upon the Comprehensive Plan, including public facilities
and capital improvement plans.
2. The establishment, maintenance, or operation of the conditional use will promote and
enhance the general public welfare and will not be detrimental to or endanger the public
health, safety, morals, or comfort.
3. The conditional use will not be injurious to the use and enjoyment of other property in
the immediate vicinity for the purposes already permitted, nor substantially diminish and
impair property values within the neighborhood.
4. The establishment of the conditional use will not impede the normal and orderly
development and improvement of surrounding property for uses permitted in the district.
5. Adequate public facilities and services are available or can be reasonably provided to
accommodate the use which is proposed.
6. The conditional use shall, in all other respects, conform to the applicable regulations of
the district in which it is located.
7. The conditional use complies with the general and specific performance standards as
specified by the Zoning Code.
Upon review, the proposal meets the forementioned criteria.
Fence Detail
The Applicant is proposing to erect a 6-foot tall cedar plank fence to enclose approximately 25,000
square feet of space to be used for the outdoor storage of materials that are incidental to the
principal use. City Code Title 11-3-6 allows for fences in industrial districts to be a maximum of 10
feet in height. The fence is proposed to be constructed in the southwest corner of the site with
two gates that allow for access to the storage area. Both gates open to the north, with one gate
proposed to be located on the west side of the storage area and one gate proposed to be located
on the east side. The fence as constructed may not impede on the approved drainage patterns
Honorable Mayor, City Council, and Jennifer Levitt
Lumbermen’s Inc. – Outdoor Storage
January 17, 2024
Page 4 of 5
within the site, and the storm sewer infrastructure within the enclosure must be protected from
any stored materials washing into the storm sewer system.
Site Plan
The fence will be stained to compliment and be similar in color to the existing architecture and
site. A condition of approval will require that the exterior storage of materials not be permitted
outside of the approved area, that no materials be visible from public view, and that no materials
exceed the height of the fence. In addition, a condition will also require that the exterior surface
of the fence be maintained in sound and good condition, and that exterior wood surfaces shall be
protected from the elements and decay by paint or other treatment.
Proposed Fence Detail
Honorable Mayor, City Council, and Jennifer Levitt
Lumbermen’s Inc. – Outdoor Storage
January 17, 2024
Page 5 of 5
Visual Rendering from Interior Southwest of Site
Parking
Parking requirements for Phase 1 of the Cottage Grove Logistics Park were satisfied at the time
of Site Plan Review approval by the City Council at their April 6, 2022, meeting. For the subject
building site, the Property Owner proposed 306 total parking stalls when 141 parking stalls were
required. The proposed fence encloses 33 semi-trailer parking stalls that will be unavailable for
trailer storage due to being used for material storage. The Applicant has indicated that the stalls
are not necessary for site operations and the provided onsite parking is sufficient for the proposed
use. Truck and/or truck and trailer parking and idling within the right-of-way of 100th Street, 105th
Street, and Ideal Avenue is prohibited per Condition 15 of Resolution 2021 -166. The proposed
tenant space and use meets current parking requirements as the Property Owner intends to allo -
cate 150 parking spaces to the Applicant. City Code Title 11 -3-4 states one parking space is
required for 250 square feet of office and one parking space is required for 2,000 square feet of
storage. The tenant space consists of approximately 2,605 square feet of office space and 87,154
square feet of storage space.
Proposed Use Square Footage Parking Spaces Required
Office 2,605 13
Storage 87,154 44
Public Hearing Notices
The public hearing notice for the December 18, 2023, Planning Commission meeting was pub -
lished in the Saint Paul Pioneer Press and mailed on December 6, 2023, to 65 property owners
that are within 500 feet of the proposed project. Staff has not received any comments at the time
of writing this report.
Recommendation
That the City Council adopt Resolution 2024-004 approving the Conditional Use Permit allowing
for the outdoor storage of materials incidental to the principal use at 7601 100 th Street South.
Attachments
A. Applicant & Property Owner Narrative
B. Site Plan
C. Rendering – Interior Southwest of Site
D. Proposed Fence Detail
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-004
A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR THE OUTDOOR
STORAGE OF MATERIALS INCIDENTAL TO THE PRINCIPAL USE
TO BE LOCATED AT 7601 100TH STREET SOUTH
WHEREAS, Lumbermen’s, Inc. applied for a Conditional Use Permit to allow for the outdoor
storage of materials incidental to the principal use at 7601 100th Street South, at the property legally
described below:
Lot 1, Block 1, Cottage Grove Logistics Center, according to the recorded plat thereof,
Washington County, Minnesota.
Commonly known as 7601 100th Street South, Cottage Grove, Washington County, State
of Minnesota.
WHEREAS, public hearing notices were mailed to property owners within 500 feet of the
property and a public hearing notice was published in the St. Paul Pioneer Press; and
WHEREAS, a planning staff report, which detailed specific information on the property, and
the application request was prepared and presented; and
WHEREAS, the public hearing was open for public testimony and testimony from the ap pli-
cant and the public was received and entered into the public record; and
WHEREAS, the Planning Commission unanimously (7-to-0 vote) recommended that the
City Council approve the Conditional Use Permit application for the proposed outdoor storage of
materials incidental to the principal use at their December 18, 2023, meeting.
NOW, THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove,
Washington County, Minnesota, hereby approves the Conditional Use Permit for the outdoor stor-
age of materials incidental to the principal use at the property legally described above, subject to the
following conditions:
1. All applicable permits (i.e., building, electrical, grading, mechanical) must be com -
pleted, submitted, and approved by the City prior to the commencement of any con -
struction activities.
2. The exterior surface of the fence shall be maintained in sound and good condition.
Exterior wood surfaces shall be protected from the elements and decay by paint or
other treatment. Peeling, flaking, chipped, or fading paint and/or stain shall be elim -
inated and surfaces repainted/re-stained.
3. The exterior surface of the fence shall complement and be similar in color to the
principal structure and site.
4. The fence shall be 100 percent opaque with boards, if applicable, abutting each
other without any gaps.
City of Cottage Grove, Minnesota
City Council Resolution 2024-004
Page 2 of 3
5. The fence shall not impede drainage patterns as they have been proposed and ap -
proved as part of the original site development, unless otherwise approved by the
City Engineer.
6. Signage is not permitted on the fence.
7. Exterior storage of materials shall not be permitted outside of the approved area.
Material storage shall not be visible from public view and shall not exceed the height
of the fence.
8. The placement, movement, and/or stockpiling of materials in the approved exterior
storage area shall be limited to 6:30 a.m. to 7:30 p.m.
9. No liquids or hazardous substances shall be stockpiled within the enclosed outdoor
storage area.
10. The storm sewer infrastructure encompassed within the enclosure shall be pro -
tected from stored materials being washed into the storm sewer system. Inspections
should be completed by property owner/tenant to ensure stored materials and pack-
aging are in sound condition and will not wash into the storm sewer system.
11. The standard City and State noise rules shall be applicable to the outdoor storage
area. If the City receives complaints related to noise, the property owner shall bring
the noise onsite into compliance upon notification by the City.
12. Any substantial changes to the fence (i.e., height, material, etc.) shall be reviewed
and approved by planning staff prior to the commencement of any onsite construc -
tion. Fences exceeding 7 feet in height require a building permit per State Building
Code. If the proposed changes substantially alter site operations, planning staff may
refer the proposal to the Planning Commission and City Council for review.
13. If the approved outdoor storage area is unused for material storage for a period of
12 months or more, the fence shall be removed upon notification by the City.
14. Repeat violations related to exterior storage outside of the approved areas, noise,
unsightliness, or permit criteria will require additional review of the CUP by the City
Council, with possible revocation of the CUP as a remedy.
Passed this 17th day of January 2024.
Myron Bailey, Mayor
City of Cottage Grove, Minnesota
City Council Resolution 2024-004
Page 3 of 3
Attest:
Tamara Anderson, City Clerk
Northpoint Development | 3315 N. Oak Trafficway, Kansas City, MO 64116 | 816.888.7380
November 22, 2023
RE: Conditional Use Permit Application – Lumbermen’s
Description of Proposal:
We are delighted to announce that Lumbermen’s Inc. is a new lessee in the Cottage Grove
Logistics Park, securing space within the smaller of the two existing buildings situated in the
southwest corner. Lumbermen’s is currently in the process of applying for a conditional use
permit to enable outdoor storage encompassing an area of approximately 25,000 square feet.
In delineating the designated outdoor storage space, our proposed fencing solution involves the
use of cedar fencing, as depicted in the accompanying rendering. This choice of fencing is
preferred for its durability and ease of maintenance. The slats of the cedar fence will be
strategically designed to provide screening for the stored products, with a height exceeding that
of the stored items. The range of products to be stored includes composite and PVC decking,
engineered wood siding and trim, PVC trim, asphalt shingles, and various exterior sheathing
products.
Sincerely,
Ryan Zickel
Development Manager
NorthPoint Development
12977 North Outer Forty, Suite 203
St. Louis, MO 63141
cc: Steve Peterson – President of Lumbermen’s
AVAILABLE
±88,038 SF AREA
±88,176 SF (RENTABLE)
10 DOCKS
10 FUTURE
15 TRAILERS
64 CARS
DRIVE-IN284'-0"364'-0"
52'-0"
TYP.56'-0"TYP.60'-0"UTILITY
ROOM
INTERNET DEMARC
(441 SF)
LUMBERMAN'S
±89,619 SF AREA
±89,759 SF (RENTABLE)
8 DOCKS
3 DRIVE-INS
33 TRAILERS
150 CARS
8 DOCKS
25,0000 square feet
SPEC
OFFICE W/
ADDITIONS
±2,605SF
158 CARS
LEASED
±104,127 SF AREA
±104,290 SF (RENTABLE)
9 DOCKS
14 FUTURE
1 DRIVE-IN
14 TRAILERS
92 CARS
DRIVE-IN(4) FORKLIFT
CHARGERS
DRIVE-INDRIVE-INN:\01 PROJECTS\COTTAGE GROVE\BUILDING 1\PROSPECTS\LUMBERMAN'S\CG1_PREMISES PLAN_SPEC OFFICE_OPTION D.DWG : 10/17/2023 2:25:19 PM : ltan
Lumberman's Premises Plan Option D · Cottage Grove - Building 1 · Minneapolis, MN · 10.17.2023 · 1:80
N
Overall Building Data
Building Area: ± 282,225 SF
Building Clear Height: 36' clear
Drive-In Doors: 2 doors
Docks: 28 docks
Future Docks: 35 docks
Trailer Parking: 76 spaces
Car Parking:306 spaces
BUILDING 1BUILDING 1
± 281,000 S.F.± 281,000 S.F.
284'x988'284'x988'
FFE=813.2'FFE=813.2'
INFILTRATIONINFILTRATION
BERMBERMBERM
FUTURE CITY STREETFUTURE CITY STREET
8' SOUND WALL8' SOUND WALLPROPERTY LINETRUCK COURT PROPOSED
STORAGE
PRIVATE
DRIVE
PUBLIC
RIGHT OF WAYBUILDING
6’ CEDAR FENCE
TOP OF 8’ SOUND WALL
8’ SOUND WALL
SIGHT LINE FROM
APPROXIMATE CAR
LOCATION
PROPOSED
STORAGE
1
City Council Action Request
7.G.
Meeting Date 1/17/2024
Department Public Works
Agenda Category Action Item
Title Enhanced Sweeping Program Agreement with SWWD
Staff Recommendation Approve the Enhanced Sweeping Program Agreement with SWWD
and accept the CCIP grant in the amount of $153,000 to cover 50%
of the costs to replace the existing Elgin sweeper.
Budget Implication The cost to implement Phase 1 is $93,133 in staff, fuel, and disposal costs, which will be fully
covered by SWWD.
Attachments 1. 1_Enhanced Sweeping Plan & Sweeper CCIP Grant_2024-1-10
2. 2_Enhanced Street Sweeping Plan_2023-12-6
3. 3_Street Sweeping Maps
4. 4_Enhanced Sweeping Program Agreement Revised 12-21-23
5. 5_2024-001 CG Street Sweeper Replacement
To:Honorable Mayor and City Council
Jennifer Levitt, P.E., City Administrator
From:Ryan Burfeind, Public Works Director
Date:January 10, 2024
Re:Enhanced Sweeping Program Agreement & Street Sweeper CCIP Grant
Background
In 2023, the City of Cottage Grove began discussions with the South Washington Watershed
District (SWWD) to implement an enhanced street sweeping program. The goal of this program
is to increase the amount of debris that is swept up from our streets, preventing it from entering
City stormwater ponds. While there are significant environmental benefits from reducing the
amount of organic debris and litter that enters our ponds, it is also a cost savings to the City.
While it can cost up to $100/cubic yard to remove and dispose of debris from our ponds, it costs
around $50/cubic yard when sweeping from our streets.
Discussion
Based on all of the benefits of street sweeping, the City has developed an enhanced sweeping
plan which would be implemented in two phases. The City’s current sweeping program,
referred to as “Baseline” in the plan, will continue to be funded by the City and is listed below.
•April City-wide sweeping
•Sweeping of commercial/industrial areas monthly from June-August
•Fall sweeping of heavy tree canopy areas
Any work above and beyond the Baseline would be fully reimbursed by SWWD, through an
Enhanced Sweeping Program Agreement. The City would implement Phase 1 of the Enhanced
Program in 2024, which would add the following:
•March sweeping of main roads/commercial areas
•Sweeping of commercial/industrial areas in May
•Full city-wide sweeping in the fall
Phase 1 can be implemented with existing City staff and our existing fleet of two sweepers. The
replacement of our 1997 Elgin Sweeper was deemed necessary, to be able to handle the
additional workload. SWWD agreed to pay 50% of the cost to replace this sweeper, which was
discussed with the City Council during the 2024 budget process. It is anticipated that the cost to
implement Phase 1 is $93,133 in staff, fuel, and disposal costs, which will be fully covered by
SWWD.
The Enhanced Sweeping Program also includes a Phase 2, which will involve full City-wide
sweeping each month from April-October, along with the March sweeping of main
roads/commercial areas. It is anticipated that Phase 2 would require an additional 0.5 FTE of
Honorable Mayor, City Council, and Jennifer Levitt
Enhanced Sweeping Program Agreement & Street Sweeper CCIP Grant
January 10, 2024
Page 2
staff time, along with a third sweeper. The staff time would be funded by the SWWD and would
likely be timed with the implementation of a 15th plow route to address workload in the winter
months. Also, the City would request that SWWD pay for the full cost of the third sweeper, as it
would be dedicated to the Enhanced Sweeping Program. Information on Phase #2 of the
Enhanced Program is included for information only at this time. Prior to implementation, regular
budget discussion on new FTEs and the added equipment, along with approval by the City
Council, would be required.
At their January 9, 2024 Board Meeting, SWWD approved the Enhanced Sweeping Program
Agreement specific to Phase #1, and awarded a CCIP grant to cover 50% of the costs of the
sweeper replacement, which is included in the 2024 City budget. The full costs of the sweeper
are $306,000, so the grant amount is $153,000. Both of these documents are included for
approval, along with maps highlighting the different sweeping areas.
Recommendation
It is recommended that the City Council approve the Enhanced Sweeping Program Agreement
with SWWD and accept the CCIP grant in the amount of $153,000 to cover 50% of the costs to
replace the existing Elgin sweeper.
Cottage Grove Enhanced Street Sweeping Plan Summary
December 6, 2023
Background
The City of Cottage Grove aims to reduce the amount of sediment and pollutant in the City’s
stormwater conveyance system through an enhanced sweeping program. The City’s plan to
increase its sweeping efforts comes in a two-phased approach that will increase lane-miles
swept and sweepings collected each phase.
Baseline Sweeping
The current sweeping efforts in Cottage Grove include a Spring city-wide street sweeping that is
contracted out each year, approximately 160 hours of commercial and industrial area sweeping
in the summer months, and an in-house fall sweeping of heavy tree canopy and commercial
areas. The estimated baseline costs can be found in Appendix A
Enhanced Sweeping Phase 1
The first phase of the enhanced sweeping plan increases sweeping by more than 430 lane-
miles and increases estimated collected sweepings by more than 1200 cubic yards. This will be
achieved through adding to the baseline sweeping efforts in the following areas: a March round
of sweeping on main roads and commercial areas in the city prior to the city-wide contracted
sweeping; increasing sweeping in the summer to main roads, commercial, and industrial areas
once a month; and an additional city-wide sweep in the fall. Estimated total costs (labor, fuel,
and disposal) can be found in Appendix B. As part of this phase, the City’s existing Elgin
Pelican sweeper will be replaced. The City is requesting a 50% cost share from the South
Washington Watershed District on this expense. The total cost of the sweeper is estimated at
$306,000.
Enhanced Sweeping Phase 2
The second and final phase of the enhanced sweeping plan aims to sweep every city lane-mile
once a month from April to October. Additionally, the March round of main roads and
commercial areas stated in the first phase would still be completed. These efforts would
complete over 1,900 lane-miles more than the current baseline sweeping and would collect an
estimated 2,280 additional cubic yards of sweepings. Total costs for the second phase can be
found in Appendix B. To fully achieve the second phase of enhanced sweeping in Cottage
Grove, an additional ½ FTE and sweeper will be necessary. While the cost of the additional staff
member would be represented in the labor cost, the sweeper would be an additional expense
that the City would request through the Enhanced Sweeping Program, which is estimated at
$320,000.
Appendix AAnnual Cottage Grove Baseline Sweeping Cost EstimateBASELINE SWEEPING PROGRAMSEASON AREA HOURS RATE ($/HR) LABOR COST LANE‐MILES FUEL COST SWEEPINGS (Cu. Yd.) DISPOSAL ($/YD) DISPOSAL COSTTOTAL COSTSpring (City) Entire City (w/ Contractor) 146 68.33 9,976.18$ 384 1,299.96$ 621 2.14 1,328.94$ 12,605.08$ Spring (Contract) Entire City (w/ City) 350 117 40,950.00$ included above N/A Included above N/A N/A 40,950.00$ Summer Business/Commercial 160 60 9,600.00$ 240 1,424.61$ 160 2.14 342.40$ 11,367.01$ Fall Heavy Tree Canopy 800 60 48,000.00$ 194 3,561.53$ 1440 2.14 3,081.60$ 54,643.13$ FULL YEAR1456 108,526.18$ 818 6,286.10$ 2221 4,752.94$ 119,565.22$
Appendix BAnnual Cottage Grove Enhanced Sweeping Cost EstimateENHANCED SWEEPING PROGRAM‐ Phase 1SEASON AREA HOURS RATE ($/HR) LABOR COST LANE‐MILES FUEL COST SWEEPINGS (CY) DISPOSAL ($/CY) DISPOSAL COSTTOTAL COSTMarch (pre city‐wide) Main roads and commercial areas 56 60.00$ 3,360.00$ 52 498.37$ 200 2.14 428.00$ 4,286.37$ Spring (City) Entire City (w/ Contractor) 146 68.33$ 9,976.18$ 384 1,299.33$ 800 2.14 1,712.00$ 12,987.51$ Spring (Contract) Entire City (w/ City) 350 117.00$ 40,950.00$ N/A N/A Included w/ city 40,950.00$ Summer (May‐August) Business/Commercial 200 60.00$ 12,000.00$ 240 1,779.90$ 250 2.14 535.00$ 14,314.90$ Fall Entire City 1400 60.00$ 84,000.00$ 384 6,229.65$ 1500 2.14 3,210.00$ 93,439.65$ Fall Heavy Tree canopy Areas 700 60.00$ 42,000.00$ 194 3,114.83$ 750 2.14 1,605.00$ 46,719.83$ FULL YEAR2852 192,286.18$ 1254 12,922.08$ 3500 7,490.00$ 212,698.26$ ENHANCED SWEEPING PROGRAM‐ Phase 2 (Full City Monthly besides March)SEASON AREA HOURS RATE ($/HR) LABOR COST LANE‐MILES FUEL COST SWEEPINGS (CY) DISPOSAL ($/CY) DISPOSAL COSTTOTAL COSTMarch (pre city‐wide) Main roads and commercial areas 56 60.00$ 3,360.00$ 52 498.37$ 200 2.14 428.00$ 4,286.37$ Spring (City) Entire City 150 68.33$ 10,249.50$ 384 1,334.93$ 800 2.14 1,712.00$ 13,296.43$ Spring (Contract) Entire City 350 117.00$ 40,950.00$ N/A‐$ 40,950.00$ Summer (May‐August) Entire City 1000 60.00$ 60,000.00$ 1536 8,899.50$ 1000 2.14$ 2,140.00$ 71,039.50$ September Entire City 1400 60.00$ 84,000.00$ 384 12,459.30$ 1500 2.14$ 3,210.00$ 99,669.30$ October Entire City 1400 60.00$ 84,000.00$ 384 12,459.30$ 1000 2.14$ 2,140.00$ 98,599.30$ FULL YEAR4356 282,559.50$ 2740 35,651.40$ 4500 9,630.00$ 327,840.90$
Appendix CCost SummaryTABLE 4 ‐ ENHANCED SWEEPING COST SUMMARYBASELINE ENHANCED 1 ENHANCED 2BASELINE TO ENHANCED 1BASELINE TO ENHANCED 2LANE MILES SWEPT 818 1254 2740 436 1922SWEEPINGS COLLECTED (CY) 2220 3500 4500 1280 2280LABOR HOURS 1456 2852 4356 1396 2900TOTAL ESTIMATED ANNUAL COST 119,565.22$ 212,698.26$ 327,840.90$ 93,133.04$ 208,275.68$ TABLE 5 ‐ EQUIPMENT PURCHASE COSTSCOST SWWD COST SHARE SWWD COSTENHANCED PHASE 1 ‐ SWEEPER REPLACEMENT 306,000.00$ 50% 153,000.00$ ENHANCED PHASE 2 ‐ NEW SWEEPER PURCHASE 320,000.00$ 100% 320,000.00$
March Pre City Wide Sweep Streets
Cottage Grove, MN ±
Date: 5/19/2023HadleyAveS100th St SHintonAveSE
Point
D
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R
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S JamaicaAveS80th St S
90th St S 90th St SHarknessAveSHardwoodAve
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SHadleyAveS
JamaicaAveS95th St S
Esri, NASA, NGA, USGS, FEMA, County of Dakota, Metropolitan Council, MetroGIS, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS,
EPA, NPS, US Census Bureau, USDA
Legend
March Pre City Wide Sweep
City Limits
Append
Commercial/Industrial Main Roads
Cottage Grove, MN ±
Date: 5/19/2023HadleyAveS100th
St SHintonAveSE
P
oint
D
o
u
glas
R
d
S JamaicaAveS80th St S
90th St S 90th St SHardwoodAve
HemingwayAveE
PointDouglas
Rd
SHadleyAveSJamaicaAveS
JamaicaAveSIdealAveS95th St S
97th St S
105th St
IdealAveSEsri, NASA, NGA, USGS, FEMA, County of Dakota, Metropolitan Council, MetroGIS, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS,
EPA, NPS, USDA
Legend
Commercial and Industrial Main Roads
City Limits
Heavy Tree Canopy Areas
Cottage Grove, MN ±
Date: 5/19/2023Hamlet Ave S73rd St S
95th St S Fo
othill R
d
Ho
r
n
e
l
l
A
v
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S Jamaica Ave S67th St S
Indahl Ave SIden Ave SHinton Ave SHallmark Ave SHeron Ave S7
9th St S
Scott BlvdIvan Ave SIra Ave SJody Lane85th S t SHe
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s
l
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we Ave S Joplin Ave SHam
e
s
RdIslay Ave SGreenway Ave SIllies Ave SJewel Ave S82nd St S
Janie Ave SGrospoint Ave SInwood
Ave SIrish Ave S72nd St S
99th St S
71st St S
Janero Ave SIrvin Ave SHyde
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v
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S
87th St S
Jarvis Ave SHadley
Ave
SHardwood Ave77th St S
93rd St S Jonathan Ave S7
8
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SJensen Ave SIsleton Ave S80th St S
81st St
S
74th St S
83rd St
S
98th St S
Indian Blv
d
S
75th St S97th Ave S Ivystone Ave SHillside Trail Inskip Ave SJergen Ave SGrange Blvd SJoliet Ave SIdeal Ave SJenner Ln S
90th St S
W Point Douglas Rd Ideal Ave S80th St S80th St S
90th St S 90th St SHa
mlet Av
e
S78th St S
Hillside Trail
80th St S
72nd St S
83rd St S
85th St S
80th St S
Hills
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r
a
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74th St S
90th St S
73
r
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Hardwood AveLegend
Heavy Tree Canopy Areas
City Limits
SOUTH WASHINGTON WATERSHED DISTRICT
CITY OF COTTAGE GROVE
ENHANCED STREET SWEEPING COOPERATIVE AGREEMENT
THIS ENHANCED STREET SWEEPING COST PARTICIPATION AGREEMENT (“Agreement”) dated
_________, is by and between the South Washington Watershed District, a political subdivision of
the State of Minnesota, (hereinafter referred to as the "SWWD"), and the City of Cottage Grove, a
political subdivision of the State of Minnesota, (hereinafter referred to as the "City"). Hereinafter,
SWWD and City may be referred to individually as “Party” or collectively as “Parties.”
RECITALS
A. The City and SWWD have a mutual interest in the management of the water resources in
southern Washington County and within the City.
B. The City operates a street sweeping program as part of its Public Works Department and in
support of its Municipal Separate Storm Sewer System (MS4) permit.
C. The City and SWWD collaborated on development of an Enhanced Street Sweeping Plan
which identifies an enhanced program as a cost-effective Best Management Practice (BMP)
to reduce nutrient loading to City and SWWD lakes and reduce maintenance needs of other
BMPs.
D. SWWD desires to support the City's implementation of the Enhanced Street Sweeping Plan,
beginning with increased operation of existing City equipment. If efforts to implement the
Enhanced Street Sweeping Plan are successful, SWWD desires to support the City in
expanding its sweeping capacities through the purchase of additional equipment.
E. The City and SWWD have collaborated or co-operated on several water resources efforts in
the past.
THEREFORE, in consideration of the mutual promises set forth herein and other good and valuable
considerations, the SWWD and the City agree as follows:
I. Purpose, Term, and Automatic Renewal: The purpose of this Agreement is as set forth in the
above recitals, which are incorporated herein by reference. The term of this Agreement shall
commence on the date of execution of this Agreement when all required signatures have
been provided below and shall continue until December 31, 2024. Thereafter, this
Agreement will automatically renew for additional one (1) year terms ("Renewal Term") on
January 1st of each successive year upon the same terms and conditions as herein stated,
unless and until either Party gives the other written notice on or before August 1st prior to a
new Renewal Term that the Party does not intend to renew this Agreement.
II. City of Cottage Grove RESPONSIBILITIES:
A. Outreach. The City will lead public outreach and any other required communication with City
residents about ongoing street sweeping efforts.
B. Funding. The City will continue funding its baseline street sweeping program, as identified in
the City's 2023 Stormwater Pollution Prevention Plan (SWPPP), and as required by its MS4
permit. If either Party receives funding from outside sources, the funds received will be applied
to the total cost of the Enhanced Street Sweeping Program.
C. Sweeping. The City will operate an Enhanced Street Sweeping Program as identified in its
Enhanced Street Sweeping Plan, attached as Exhibit A.
D. Schedule. The City will begin enhanced street sweeping efforts upon execution of this
Agreement and shall continue annually for the term of this Agreement.
E. Reporting. The City will submit an annual report to SWWD by December 15th of each year
summarizing the City’s enhanced street sweeping efforts from the previous year. The report
will include summaries of labor, operation, and maintenance costs, in addition to an estimate of
the amount of material collected and disposed of, broken down by sweeping area.
III. South Washington Watershed District RESPONSIBILITIES:
A. Outreach. SWWD and its partners will assist the City in promoting the Enhanced Street
Sweeping Program and its water quality benefits.
B. Funding. The SWWD will reimburse the City for the costs of operating the Enhanced Street
Sweeping Program upon the submission of an invoice from the City. The invoice will contain
summaries of the City’s labor, operation, maintenance, and disposal costs. If either Party
receives funding from outside sources, the funds received will be applied to the total cost of
the Enhanced Street Sweeping Program. During the initial term and any subsequent Renewal
Term of this Agreement, the total contribution from SWWD to the City for its Enhanced Street
Sweeping Program costs shall not to exceed $200,000 without the signed, written approval
from SWWD.
C. Program Expansion. Should the cooperative efforts of SWWD and the City to implement the City’s
Enhanced Street Sweeping Plan prove successful, SWWD will consider funding further
Enhanced Street Sweeping Program expansion through the purchase of additional equipment
under the terms and conditions of a subsequent agreement.
IV. General Provisions:
A. Relationship of Parties. Nothing contained in this Agreement is intended or shall be construed
in any manner as creating or establishing a joint powers relationship, partnership, joint venture,
or agency relationship between the Parties.
B. Employees. The City and SWWD represent that they have or will secure, at their own
expense, all personnel and/or contractors required for their respective performance of this
Agreement. Any and all personnel and contractors of the City shall not be deemed to have
any employment or contractual relationship with SWWD. Any and all personnel and
contractors of SWWD shall not be deemed to have any employment or contractual relationship
with the City.
C. Liability. Except if arising from or out of SWWD’s fault or negligence, City agrees to indemnify
and defend the SWWD, its successors, and assigns against and will hold harmless the SWWD,
its successors and assigns from any claims, expenses or damages, including attorneys' fees,
arising from City performance of this Agreement. SWWD agrees to indemnify and defend the
City, its successors, and assigns against and will hold harmless the City, its successors and
assigns from any claims, expenses or damages, including attorneys' fees, arising from
SWWD’s performance of this Agreement. In the event claims, losses, damages, or expenses
are caused by the joint or concurrent negligence of SWWD and City, they shall be borne by
each Party in proportion to its own negligence.
D. Assignment or Modification. This Agreement shall be binding upon and inure to the benefit of
City and the SWWD, and their respective successors and assigns; provided, however, that
neither Party may assign this Agreement without the prior written consent of the other Party.
Any modification, alteration, amendments, deletions, or waivers of any provision of this
Agreement will be valid only when mutually agreed upon in writing and signed by both Parties.
Any such waiver shall not affect the waiving Party’s rights with respect to any other or further breach.
City's use of contracted services to meet its obligations under this Agreement shall not be
construed to be an assignment.
E. Data Practices. All data collected, created, received, maintained, or disseminated for any
purposes by the activities of either Party because of this Agreement, shall be governed by the
Minnesota Government Data Practices Act, Minnesota Statutes, Chapter 13, as amended, as
well as any applicable federal regulations on data privacy. Each Party to this Agreement shall
respond to any data request submitted directly to it pursuant to the Minnesota Government
Data Practices Act, Minnesota Statutes, Chapter 13.
F. Records. Both Parties agree that they or any of their duly authorized representatives, at any
time, during normal business hours, and as often as they may reasonably deem necessary,
shall have access to and have the right to examine, audit, excerpt, and transcribe any books,
documents, papers, records, etc., which are pertinent to this Agreement, as well as the
accounting practices and procedures of the Parties.
G. Termination Due to Default. This Agreement may be terminated by either party upon written
notice in the event of substantial failure by the other party to perform in accordance with the
terms of this Agreement. The non-performing party shall have fifteen (15) calendar days from
the date of the termination notice to cure or to submit a plan for cure that is acceptable to the
other party.
H. Governing Law. This Agreement shall be construed in accordance with the laws of the State
of Minnesota and any action must be venued in Washington County District Court.
I. Severability. If any term of this Agreement is found to be void or invalid, such invalidity shall
not affect the remaining terms of this Agreement, which shall continue in full force and effect.
J. Entire Agreement. This Agreement constitutes the entire agreement of the Parties and
supersedes all prior communications, understandings and agreements relating to the subject
matter hereof, whether oral or written.
K. Delay in Performance. Neither City nor SWWD shall be considered in default of this
Agreement for delays in performance caused by circumstances beyond the reasonable
control of the nonperforming party. For purposes of this Agreement, such circumstances
include, but are not limited to, abnormal weather conditions; floods; earthquakes; fire;
epidemics; war, riots, and other civil disturbances; strikes, lockouts, work slowdowns, and
other labor disturbances; sabotage; judicial restraint; and inability to procure permits, licenses
or authorizations from any local, state, or federal agency for any of the supplies, materials,
accesses, or services required to be provided by either City or SWWD under this Agreement.
If such circumstances occur, the nonperforming party shall, within a reasonable time of being
prevented from performing, give written notice to the other party describing the circumstances
preventing continued performance and the efforts being made to resume performance of this
Agreement.
[THE REMAINDER OF THIS PAGE IS INTENTIONALLY LEFT BLANK]
EXHIBIT A
Cottage Grove Enhanced Street Sweeping Plan Summary
December 6, 2023
Background
The City of Cottage Grove aims to reduce the amount of sediment and pollutant in the City’s stormwater
conveyance system through an enhanced sweeping program. The City’s plan to increase its sweeping
efforts comes in a two-phased approach that will increase lane-miles swept and sweepings collected
each phase.
Baseline Sweeping
The current sweeping efforts in Cottage Grove include a Spring city-wide street sweeping that is
contracted out each year, approximately 160 hours of commercial and industrial area sweeping in the
summer months, and an in-house fall sweeping of heavy tree canopy and commercial areas. The
estimated baseline costs can be found in Appendix A
Enhanced Sweeping Phase 1
The first phase of the enhanced sweeping plan increases sweeping by more than 430 lane- miles and
increases estimated collected sweepings by more than 1200 cubic yards. This will be achieved through
adding to the baseline sweeping efforts in the following areas: a March round of sweeping on main
roads and commercial areas in the city prior to the city-wide contracted sweeping; increasing sweeping
in the summer to main roads, commercial, and industrial areas once a month; and an additional city-
wide sweep in the fall. Estimated total costs (labor, fuel, and disposal) can be found in Appendix B.
As part of this phase, the City’s existing Elgin Pelican sweeper will be replaced. The City is requesting
a 50% cost share from the South Washington Watershed District on this expense. The total cost of
the sweeper is estimated at $306,000.
Enhanced Sweeping Phase 2
The second and final phase of the enhanced sweeping plan aims to sweep every city lane-mile once
a month from April to October. Additionally, the March round of main roads and commercial areas
stated in the first phase would still be completed. These efforts would complete over 1,900 lane-miles
more than the current baseline sweeping and would collect an estimated 2,280 additional cubic yards
of sweepings. Total costs for the second phase can be found in Appendix B. To fully achieve the second
phase of enhanced sweeping in Cottage Grove, an additional ½ FTE and sweeper will be necessary.
While the cost of the additional staff member would be represented in the labor cost, the sweeper would
be an additional expense that the City would request through the Enhanced Sweeping Program, which
is estimated at $320,000.
Appendix A
Annual Cottage Grove Baseline Sweeping Cost Estimate
BASELINE SWEEPING PROGRAM
SEASON AREA HOURS RATE ($/HR) LABOR COST LANE‐MILES FUEL COST SWEEPINGS (Cu. Yd.) DISPOSAL ($/YD) DISPOSAL COST TOTAL COST
Spring (City) Entire City (w/ Contractor) 146 68.33 $ 9,976.18 384 $ 1,299.96 621 2.14 $ 1,328.94 $ 12,605.08
Spring
(Contract)
Entire City (w/ City) 350 117 $ 40,950.00 included
above
N/A Included above N/A N/A $ 40,950.00
Summer Business/Commercial 160 60 $ 9,600.00 240 $ 1,424.61 160 2.14 $ 342.40 $ 11,367.01
Fall Heavy Tree Canopy 800 60 $ 48,000.00 194 $ 3,561.53 1440 2.14 $ 3,081.60 $ 54,643.13
FULL YEAR 1456 $ 108,526.18 818 $ 6,286.10 2221 $ 4,752.94 $ 119,565.22
Appendix B
Annual Cottage Grove Enhanced Sweeping Cost Estimate
ENHANCED SWEEPING PROGRAM‐ Phase 1
SEASON AREA HOURS RATE ($/HR) LABOR COST LANE‐MILES FUEL COST SWEEPINGS (CY) DISPOSAL ($/CY) DISPOSAL COST TOTAL COST
March (pre city‐wide) Main roads and commercial areas 56 $ 60.00 $ 3,360.00 52 $ 498.37 200 2.14 $ 428.00 $ 4,286.37
Spring (City) Entire City (w/ Contractor) 146 $ 68.33 $ 9,976.18 384 $ 1,299.33 800 2.14 $ 1,712.00 $ 12,987.51
Spring (Contract) Entire City (w/ City) 350 $ 117.00 $ 40,950.00 N/A N/A Included w/ city $ 40,950.00
Summer (May‐August) Business/Commercial 200 $ 60.00 $ 12,000.00 240 $ 1,779.90 250 2.14 $ 535.00 $ 14,314.90
Fall Entire City 1400 $ 60.00 $ 84,000.00 384 $ 6,229.65 1500 2.14 $ 3,210.00 $ 93,439.65
Fall Heavy Tree canopy Areas 700 $ 60.00 $ 42,000.00 194 $ 3,114.83 750 2.14 $ 1,605.00 $ 46,719.83
FULL YEAR 2852 $ 192,286.18 1254 $ 12,922.08 3500 $ 7,490.00 $ 212,698.26
ENHANCED SWEEPING PROGRAM‐ Phase 2 (Full City Monthly besides March)
SEASON AREA HOURS RATE ($/HR) LABOR COST LANE‐MILES FUEL COST SWEEPINGS (CY) DISPOSAL ($/CY) DISPOSAL COST TOTAL COST
March (pre city‐wide) Main roads and commercial areas 56 $ 60.00 $ 3,360.00 52 $ 498.37 200 2.14 $ 428.00 $ 4,286.37
Spring (City) Entire City 150 $ 68.33 $ 10,249.50 384 $ 1,334.93 800 2.14 $ 1,712.00 $ 13,296.43
Spring (Contract) Entire City 350 $ 117.00 $ 40,950.00 N/A $ ‐ $ 40,950.00
Summer (May‐August) Entire City 1000 $ 60.00 $ 60,000.00 1536 $ 8,899.50 1000 $ 2.14 $ 2,140.00 $ 71,039.50
September Entire City 1400 $ 60.00 $ 84,000.00 384 $ 12,459.30 1500 $ 2.14 $ 3,210.00 $ 99,669.30
October Entire City 1400 $ 60.00 $ 84,000.00 384 $ 12,459.30 1000 $ 2.14 $ 2,140.00 $ 98,599.30
FULL YEAR 4356 $ 282,559.50 2740 $ 35,651.40 4500 $ 9,630.00 $ 327,840.90
Page 9 of 9
Appendix C
Cost Summary
TABLE 4 ‐ ENHANCED SWEEPING COST SUMMARY
BASELINE ENHANCED 1 ENHANCED 2
BASELINE TO
ENHANCED 1
BASELINE TO
ENHANCED 2
LANE MILES SWEPT 818 1254 2740 436 1922
SWEEPINGS COLLECTED (CY) 2220 3500 4500 1280 2280
LABOR HOURS 1456 2852 4356 1396 2900
TOTAL ESTIMATED ANNUAL COST $ 119,565.22 $ 212,698.26 $ 327,840.90 $ 93,133.04 $ 208,275.68
TABLE 5 ‐ EQUIPMENT PURCHASE COSTS
COST SWWD COST SHARE SWWD COST
ENHANCED PHASE 1 ‐ SWEEPER REPLACEMENT $ 306,000.00 50% $ 153,000.00
ENHANCED PHASE 2 ‐ NEW SWEEPER PURCHASE $ 320,000.00 100% $ 320,000.00
2024 COORDINATED CAPITAL IMPROVEMENT
PROGRAM CONTRACT
General Information (to be completed by SWWD)
Organization
SWWD
Contract Number
CCIP2024-001
Other federal or other state
funds?
Yes No
Amendment
Board meeting date(s) ____________
Canceled
Board meeting date:____________
*If contract amended, attach amendment form(s) to this contract.
Organization/Contact
Organization
City of Cottage Grove
Contact Person
Ryan Burfeind
Address
8635 West Point Douglas Road
City/State
Cottage Grove, MN
Zip code
55016
Email
rburfeind@cottagegrovemn.gov
Phone
651-458-2899
Project Location
Address
City-Wide
City/State
Cottage Grove, MN
Zip code
55016
Contract Information
I (we), the undersigned, do hereby request cost-share assistance to help defray the cost of installing the following practice(s) listed
on the second page of this contract. It is understood that:
1. SWWD’s Coordinated Capital Improvement Program is a reimbursement program. Applicants will be reimbursed for the
contract amount upon successful completion of the project and submission of all required documentation.
2. If the contract amount changes upon receipt of a qualified bid or requested change order, requested changes to the grant
amount must be approved by the SWWD Board prior to any expenses being incurred, to be eligible for reimbursement. If the
Board approves, the District will provide an amended agreement and contract amount prior to commencing work on the
project. The SWWD will not accept increased project cost after work has commenced or the project is complete.
3. The City is responsible for full establishment, operation, and maintenance of all practices and upland treatment criteria applied
under this program to ensure that the conservation objective of the practice is met and the effective life, a minimum of 10
years, is achieved.
4. Should the City fail to maintain the practice during its effective life, the City is liable to the South Washington Watershed District
for the amount up to 100% of the amount of financial assistance received to install and establish the practice unless the failure
was caused by reasons beyond the City’s control, or if conservation practices are applied at the City’s expense that provide
equivalent protection of the soil and water resources.
5. This contract, when approved by the SWWD board, will remain in effect unless canceled by mutual agreement. Practices will be
completed by December 31, 2025 unless this contract is amended by mutual consent to reschedule the work and funding.
SWWD Staff may execute amendments to extend the deadline on behalf of the SWWD Board of Managers.
6. Items of cost for which reimbursement is claimed are to be supported by invoices/receipts for payments and will be verified by
SWWD as practical and reasonable. The SWWD Board has the authority to make adjustments to the costs submitted for
reimbursement.
Applicant Signatures
The City’s signature indicates agreement to:
1.Grant the District’s representative(s) access to the parcel(s) where the conservation practice will be located.
2.Obtain all permits required in conjunction with the installation and establishment of the practice prior to starting construction
of the practice.
3.Be responsible for the operation and maintenance of conservation practices applied under this program in accordance with an
operation and maintenance plan prepared by the organization technical representative, if applicable.
4.Not accept cost-share funds, from state and federal sources combined, that are in excess of 100% percent of the total cost to
establish the conservation practice and provide copies of all forms and contracts pertinent to any other state or federal
programs that are contributing funds toward this project.
Date Organization’s Authorized Representative
Conservation Practice (to be completed by Technical Representative)
The primary practice for which cost-share is requested is Stormwater Infrastructure Maintenance
Practice standards or eligible component(s)
Equipment Purchase: 2024 Elgin Pelican Street Sweeper
Engineered Practice
(yes or no)
Ecological practice
(yes or no)
Total Project Cost Estimate
$306,000
The estimated benefits of this project are:
Runoff Volume Reduction
Technical Assessment and Cost Estimate
I have the appropriate technical expertise and have reviewed the site where the above listed practice is to be installed and find it is
needed and that the estimated benefits and costs are practical and reasonable.
Date Technical Representative
Amount Authorized for Financial Assistance (to be completed by SWWD)
The SWWD Board has authorized the following for financial assistance, total not to exceed the smaller of 50% of the SWWD-
approved final total project cost (see item 6, above) or the amount listed below.
$ $153,000.00 from 2024 Targeted Retrofit – Street Sweeping (SWW SUF)
Enter program name and fiscal year
$ from
Enter program name and fiscal year
Board Meeting Date
01/09/24
Authorized Signature Total Amount Authorized
$153,000.00
1
City Council Action Request
7.H.
Meeting Date 1/17/2024
Department Public Works
Agenda Category Action Item
Title Summer's Landing 5th Addition-Change Order # 1 & Final Payment
Staff Recommendation Approve Change Order #1 and adopt resolution 2024-011
approving the final payment of $93,367.59 for the Summers
Landing 5th Addition project.
Budget Implication The final payment amount, with Change Order #1, will be $93,367.59. $10,170.00 will be paid by
the water utility fund, and $83,197.59 is paid by assessments.
Attachments 1. 1_Summers Landing 5th Change Order #1 & Final Payment_Memo_2024-1-10
2. 2_Summers Landing 5th Final Payment Resolution 2024-1-17
3. 3_Pay Application #4 - FINAL - 010824
4. 4_#499 - Change Order #1 - 010824
To:Honorable Mayor and City Council
Jennifer Levitt, P.E., City Administrator
From:Ryan Burfeind, Public Works Director
Date:January 10, 2024
Re:Summers Landing 5th – Change Order #1 & Final Payment
Background
The Summers Landing 5th Addition contains 79 single family lots that are located in the
northwest and southwest corners of the Summers Landing Development. This was the final
phase of the development by Summergate, with homes constructed by Lennar. Similar to
earlier phases of the project, streets and utilities were constructed under the MN Statute 429
process, where the City completes the work through a publicly bid project and is paid back
through assessments. All punch list work has been completed for this development project and
it is ready for final payment.
Discussion
During the construction process, there was an issue with the water main in the southwest corner
of the development, where the contractor could not get the newly installed pipe to pass the
required pressure testing. This section of pipe was connected to the City water system at an
existing City owned valve. This led to extensive investigation work requiring the water main to
be re-excavated, and fittings checked for leaks. While the contractor did identify and repair
defects in the newly installed water main, the pressure test was still failing. Further investigation
resulted in additional corrective work, and prior to re-testing, the pipe was isolated from the
existing city valve as well. At this point, the water main pressure test passed. The total cost of
investigation, corrective, and re-testing work was $40,680.
Given the potential for the City valve to have been leaking, the contractor submitted a formal
request for the City to cover a portion of the corrective costs. Staff completed an extensive
review of this situation, including field notes from both the City inspector and contractor foreman.
Through negotiations with the contractor, staff are recommending that the City pay for 25% of
the costs, or $10,170. This is because, based on the sequence of events, the City valve cannot
be ruled out as part of the issue causing the failed pressure tests. Also, investigative work to
rule out the valve will likely exceed this amount. This requires a change order to be issued in
this amount, which will be covered by the water utility fund.
The final payment amount, with Change Order #1, will be $93,367.59. $10,170 will be paid by
the water utility fund, and $83,197.59 is paid by assessments.
Recommendation
It is recommended that the City Council approve Change Order #1 and adopt resolution 2024-
11 approving the final payment of $93,367.59 for the Summers Landing 5th Addition project.
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-011
RESOLUTION APPROVING THE FINAL PAYMENT IN THE
AMOUNT OF $93,367.59 TO RL LARSON EXCAVATING INC.,
FOR THE
SUMMERS LANDING 5TH ADDITION PROJECT
WHEREAS, the City Engineer has certified that the work has been satisfactorily
completed; and
WHEREAS, the awarded total contract amount was $1,378,324.37.
WHEREAS, one Change Order was issued raising the total contract amount to
$1,388,494.37. The final construction cost was $1,385,476.51, which is $3,017.86 lower
than the revised contract amount; and
WHEREAS, the project has been satisfactorily completed in accordance with the
contract plans and specifications.
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Cottage
Grove, County of Washington, State of Minnesota, that $93,367.59 is paid to RL Larson
Excavating, for the final payment for the Summers Landing 5th Addition project.
Passed this 17th day of January 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
1
City Council Action Request
7.I.
Meeting Date 1/17/2024
Department Public Works
Agenda Category Action Item
Title 2024 Pavement Management – Approve Feasibility Report, Call for
Public Improvement Hearing, and Authorize Preparation of Plans
and Specifications
Staff Recommendation Adopt Resolution 2024-008 approving the Feasibility Report,
establishing a February 7, 2024, Public Hearing Date, and
authorizing the preparation of Plans and Specifications for the 2024
Pavement Management Project.
Budget Implication $1,170,018.26 - Assessments, Utility Funds, Street Reconstruction & Overlay Program, General
Levy
Attachments 1. 2024 Pavement Management CC Memo
2. 2024 Pavement Management Resolution
3. 2024 Pavement Management Feasibility Report
To: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From: Crystal Raleigh, PE, Assistant City Engineer
Date: January 10, 2024
Re: 2024 Pavement Management – Approve Feasibility Report, Call for Public
Improvement Hearing, and Authorize Preparation of Plans and Specifications
Background
On May 17, 2023, the City Council authorized a feasibility report for the 2024 Pavement
Management Project as outlined in the Capital Improvement Plan , which was discussed at a
Council Workshop on August 16, 2023. Feasibility Reports allow staff to review areas in further
detail to better understand the current state, needs, and economic feasibility of the proposed
areas. As noted during the Council workshop, staff understood that with the addition of Jamaica
Avenue from 80th Street to 90th Street, that there would not be sufficient funding to complete all
of the roadways that were identified as part of authorizing the feasibility report.
On January 3, 2024, a workshop was held with Council to discuss findings of the field review of
the proposed project areas. After taking cores and evaluating the areas further, it was deter-
mined that the roadways in the Thompson Grove Estates neighborhood had enough structural
stability to last another three to five years. Staff walked through three possible project area
scenarios with Council and were provided direction to move forward with the following areas to
be included in the 2024 Pavement Management project:
• Prestige Estates Neighborhood (1st & 2nd Additions and Prestige Estates on
the Park): Streets include Jenner Avenue from 80th Street to Jocelyn Avenue;
Jocelyn Avenue from 80th Street to Jenner Avenue; and 79th Street from Jocelyn
Avenue to Jocelyn Avenue.
• Jamaica Avenue: Jamaica Avenue from 80th Street to 90th Street.
The Prestige Estates roadways listed above are 29 to 34 years old. Jamaica Avenue was
originally constructed 52 years ago but underwent a reclamation, widening, and repaving project
31 years ago. They were recently examined in a variety of ways to determine their condition as
part of the Feasibility Report process. Pavement cores were drilled and extracted in selected
areas to analyze bituminous and aggregate thickness and the structural condition of the
pavement section, and Ground Penetrating Radar (GPR) testing was performed.
In a 2023 visual inspection of Prestige Estate, the roadways showed extensive cracking, ravel-
ing, and continuous patching. The pavement cores showed asphalt stripping and severe degra-
dation. The GPR provided more thorough data on the pavement thickness profile throughout the
neighborhood. Excessive cracking was noted on road surfaces that would typically reflect
through within a year if a mill and overlay project were completed at this time. The curb and gut-
ter are in poor condition with approximately 40 percent of curb requiring replacement.
Honorable Mayor, City Council, and Jennifer Levitt
2024 Pavement Management – Approve of Feasibility Report and Call for Public Improvement Hearing
January 10, 2024
Page 2 of 3
Evaluation of Jamaica Avenue shows severe rutting is present in the wheel paths. The condition
is believed to be limited to the pavement surface and not extending into the subgrade. The rut-
ting creates a safety concern by interfering with snow removal. All pavement cores showed
asphalt stripping and degradation to varying degrees, affecting the strength and durability of the
pavement. The curb and gutter on Jamaica Avenue are generally in good condition.
As with previous pavement management projects, utilities within the project limits were exam-
ined for necessary maintenance. Overall, the utilities were found to be in good condition, but
some maintenance work is required. The top sections of sanitary and storm manhole structures
will be upgraded to meet current City standards, corroded valves will be replaced as necessary,
hydrants will be reconditioned and repainted as necessary, and concrete hydrant pads will be
installed. Additionally, the condition of street light infrastructure was evaluated, and some
improvements are proposed.
A special benefit appraisal was completed in accordance with the City’s policy for those proper-
ties with direct access to the streets included in the project area. A neighborhood meeting will be
held in late-January 2024 to discuss the various improvements proposed, the findings of the
special benefit appraisal, and the proposed assessments.
Discussion
Due to the age and poor condition of the pavement in Prestige Estates, along with good sub-
grade soils, a full pavement and curb replacement is recommended for the Prestige Estates
project area as outlined above. Minor utility maintenance is also recommended including sani-
tary and storm sewer structure upgrades, and miscellaneous repairs and valve reviews for op-
erability and corrosion. Additionally, the existing street light wire, located immediately adjacent
to existing curb, is recommended to be replaced within a conduit.
Several pavement rehabilitation methods were evaluated for Jamaica Avenue including a stabi -
lized full depth reclamation (SFDR), full pavement replacement, and a mill and overlay. While
SFDR is warranted, budgetary constraints and future reconstruction of Jamaica Avenue make a
2-inch mill and overlay a better financial decision, while extending the life of the roadway until
such time that the roadway is reconstructed. Curb replacement is not proposed except in areas
where pedestrian ramps will be replaced to meet current ADA standards. Minor utility mainte-
nance is also recommended including sanitary and storm sewer structure upgrades, and miscel-
laneous repairs and valve reviews for operability and corrosion. Additionally, the existing street
light wire within a portion of the project is in poor condition and recommended for replacement.
Feasibility Report: Based on the Council’s previous action, a feasibility report has been
prepared. Upon this analysis, the project is felt to be physically and financially feasible. The fea-
sibility report is enclosed for the Council’s review.
Call for Public Improvement Hearing: The public improvements associated with the 2024
Pavement Management Project will benefit properties in the project area. Therefore, for the
costs to be assessed to all benefited properties, it will be necessary to hold a public hearing for
the project. A hearing date of February 7, 2024, will afford the necessary time to hold a neigh-
borhood meeting, publish legal notices, and send out letters to the affected property owners.
Honorable Mayor, City Council, and Jennifer Levitt
2024 Pavement Management – Approve of Feasibility Report and Call for Public Improvement Hearing
January 10, 2024
Page 3 of 3
Summary of Road and Infrastructure Improvements: The rehabilitation method proposed for
the residential roadways in the Prestige Estates 1st, 2nd, and Prestige Estates on the Park Ad-
ditions is to remove the existing asphalt surface and replace it with a new surface. This new sur-
face will consist of two lifts of bituminous totaling 3.5 inches of pavement. Full curb replacement
throughout the area will also be completed. Finally, minor utility improvements for sanitary
sewer, water, stormwater, and lighting systems will also be included. The total estimated project
cost for the neighborhood is $1,170,018.26.
As noted above, the rehabilitation method proposed for Jamaica Avenue from 80th Street to
90th Street is to mill the top 2 inches of asphalt pavement and repave 2 inches. Generally, the
curb will remain in place. Minor utility improvements for sanitary sewer, water, stormwater, and
lighting systems will be included in the project. The total estimated project cost for Jamaica
Avenue is $2,033,802.51, and this portion of the project will be designed and bid separately
from the Prestige Estates neighborhood.
Assessments for this project will be based on the “Infrastructure Maintenance Task Force Spe-
cial Assessment Policy for Public Improvements,” dated September 30, 2005, revised October
31, 2023. The assessment policy states that mill and overlay projects are considered minor
maintenance and are therefore not assessable. The feasibility report recommends that all prop-
erties adjacent to the Prestige Estates project be assessed. The policy allows 45 percent of
adjacent costs to be assessed to residential properties.
The potential assessment for the Prestige Estates improvements listed above is estimated at
$6,647.65 per residential building lot equivalent (RBLE). Single-family residential is assessed at
a rate of 1.0 of the RBLE. The special benefit appraisal that was completed showed a benefit of
$7,500 per residential unit, which supports the proposed assessment.
Project Funding Analysis: As noted above, the total estimated project cost for the street and
utility work in the Prestige Estates neighborhood is $1,170,018.26. According to the City’s
policy, 45 percent of the total project cost for road work and utilities is assessed against the
benefiting residential properties. As such, the improvements in the Prestige Estates 1st, 2nd,
and Prestige Estates on the Park Additions would be assessed following this policy. The total
project value that is assessed is $525,164.19. The remainder of the project costs are proposed
to be funded through utility funds and the general levy.
The total estimated project cost for the mill and overlay along Jamaica Avenue is $2,033,802.51.
This project will be funded through the City’s Street Reconstruction and Overlay Bond program.
This maintenance project will not be funded with assessments.
The improvements to be completed as part of the 2024 Pavement Management project are
estimated to total $1,170,018.26. The Cost Estimate Summary can be viewed in Appendix B of
the Feasibility Report.
Recommendation
It is recommended the City Council adopt Resolution 2024-008 approving the feasibility report,
establishing a February 7, 2024, public hearing date, and authorizing the preparation of Plans
and Specifications for the 2024 Pavement Management Project.
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-008
RESOLUTION APPROVING THE FEASIBILITY REPORT, CALLING FOR
A PUBLIC HEARING, AND AUTHORIZING THE PREPARATION OF PLANS AND
SPECIFICATIONS FOR THE 2024 PAVEMENT MANAGEMENT PROJECT
WHEREAS, pursuant to the resolution adopted by the City Council on May 17, 2023, a
feasibility report was authorized to be prepared by Bolton & Menk, Inc. for the 2024 Pavement
Management Project; and
WHEREAS, the feasibility report has been prepared and does find the construction of said
improvements to be necessary, cost-effective, and feasible; and
WHEREAS, the City desires to assess the cost of said improvements to all benefited
properties.
NOW, THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove,
Washington County, Minnesota,
1. The feasibility report, which was prepared pursuant to Resolution No. 2023-071 for
the 2024 Pavement Management Project, finds the improvements to be necessary,
cost effective, and feasible and is hereby approved.
2. The City Council will consider the improvement of such streets, curb replacement,
sanitary sewer, water main, storm sewer and lighting, in accordance with the
feasibility report and the assessment of benefitting property for all or a portion of the
cost of the improvement pursuant to Minnesota Statutes, Chapter 429, at an
estimated total cost of the improvements of $1,170,018.26.
3. A public hearing shall be held on such proposed improvements on the 7th day of
February 2024 at 7:00 p.m. and the Clerk shall give mailed and published notice of
such hearing and improvement as required by law.
4. Bolton & Menk, Inc. is hereby designated as the engineer for this improvement. The
engineer shall prepare plans and specifications for the making of such
improvement.
Passed this 17th day of January 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
Submitted by:
Bolton & Menk, Inc.
3507 High Point Drive N
Building 1 Suite E130
Oakdale, MN 55128
P: 651-704-9970
F: 651-704-9971
Feasibility Report for
2024 Pavement Management:
City of Cottage Grove, Minnesota
January 2024
Cottage Grove, Minnesota
BMI Project No. 0N1.130858
2024 Pavement Management ǀ 0N1.130858
January 17, 2024
Honorable Mayor and City Council
City of Cottage Grove
12800 Ravine Parkway South
Cottage Grove, MN 55016
RE: 2024 Pavement Management
BMI Project No. 0N1.130858
Honorable Mayor and City Council Members,
Enclosed for your review is the 2024 Pavement Management Feasibility Report. The scope of the report
was to review the 2024 Pavement Management project as identified in the city’s 5-year Capital
Improvement Plan (CIP) and determine the feasibility of pavement rehabilitation for each roadway or
neighborhood identified. Included in the CIP is the portion of the Thompson Grove Estates 1st Addition
south of Hillside Trail, the Thompson Grove Estates 8th Addition, Hillside Trail from East Point Douglas
Road to 85th Street, the Prestige Estates neighborhood, East Point Douglas Road from 7130 East Point
Douglas Road to Hyde Avenue, and Jamaica Avenue from 80th Street to 90th Street.
The project scope was determined to include street reconstruction and utility repairs in the Prestige
Estates neighborhood and mill-overlay of Jamaica Avenue from 80th Street to 90th Street, as identified
within this report.
Due to the budget reallocations and forecasting for future major roadway projects, all other sections
were determined to be financially infeasible to pursue at this time.
This report describes the improvements necessary within the project area. Cost estimates for the
proposed improvements are presented in the report.
We would be happy to discuss this report at your convenience. Please contact me at 651-968-7674 if
you have any questions.
Sincerely,
BOLTON & MENK, INC.
Michael Boex, PE
2024 Pavement Management ǀ 0N1.130858 Certification Page
Certification
I hereby certify that this plan, specification or report was
prepared by me or under my direct supervision, and that I
am a duly Licensed Professional Engineer under the laws of
the State of Minnesota.
By:
Michael Boex, P.E.
License No. 44576
Date: January 17, 2024
2024 Pavement Management ǀ 0N1.130858 Table of Contents
Table of Contents
I. Introduction ....................................................................................................................................... 1
II. Existing Conditions – Prestige Estates ............................................................................................... 1
Streets ................................................................................................................................................ 1
Sanitary Sewer ................................................................................................................................... 2
Watermain ......................................................................................................................................... 2
Storm Sewer ...................................................................................................................................... 3
III. Existing Conditions – Jamaica Avenue ............................................................................................... 3
Streets ................................................................................................................................................ 3
Sanitary Sewer ................................................................................................................................... 4
Watermain ......................................................................................................................................... 4
Storm Sewer ...................................................................................................................................... 5
IV. Proposed improvements – Prestige Estates ...................................................................................... 5
Streets ................................................................................................................................................ 5
Street Lighting ................................................................................................................................... 5
Sanitary Sewer ................................................................................................................................... 6
Water Main ........................................................................................................................................ 6
Storm Sewer ...................................................................................................................................... 6
Storm Water Quality and Quantity ................................................................................................... 6
V. Proposed Improvements – Jamaica Avenue ..................................................................................... 6
Streets ................................................................................................................................................ 6
Walkway ............................................................................................................................................ 7
Street lighting .................................................................................................................................... 7
Sanitary Sewer ................................................................................................................................... 7
Water Main ........................................................................................................................................ 7
Storm Sewer ...................................................................................................................................... 8
Storm Water Quality.......................................................................................................................... 8
VI. Permits and Easement Required ....................................................................................................... 8
VII. Estimated Costs ................................................................................................................................. 8
Cost Allocation ................................................................................................................................... 9
VIII. Financing .......................................................................................................................................... 10
IX. Public Hearing .................................................................................................................................. 11
X. Project Schedule .............................................................................................................................. 11
XI. Conclusion and Recommendations ................................................................................................. 11
Tables
Table 2.1 – Prestige Estates Existing Street Sections .................................................................................... 2
Table 3.1 – Jamaica Avenue Existing Street Sections ................................................................................... 4
Table 7.1 – Estimated Cost Summary ........................................................................................................... 8
Table 7.2 – City Property Assessment ........................................................................................................... 9
Table 7.3 – Deductions to Residential Property ........................................................................................... 9
Table 7.4 – Estimated Cost Allocation Per Policy ........................................................................................ 10
Table 7.5 – Estimated Cost Per Residential Unit ......................................................................................... 10
Table 7.6 – IMTF Cost Summary ................................................................................................................. 10
Table 11.1 – Cost Per Unit Comparison ...................................................................................................... 12
2024 Pavement Management ǀ 0N1.130858 Table of Contents
Appendix
Appendix A: Existing Pavement Condition Photos
Appendix B: Cost Estimate Summary
Appendix C: Preliminary Assessment Roll
Appendix D: Prestige Estates Geotech Report
Appendix E: Jamaica Avenue Geotech Report
Figures
Figure 1: Location Map
Figure 2A: Year Constructed Prestige Estates
Figure 2B: Year Constructed Jamaica Avenue
Figure 3A: Street and Lighting Improvements Prestige Estates
Figure 3B: Street and Lighting Improvements Jamaica Avenue
Figure 4A: Utility Improvements Prestige Estates
Figure 4B: Utility Improvements Jamaica Avenue
Figure 5A: Assessable Parcels Prestige Estates
2024 Pavement Management ǀ 0N1.130858 Page 1
I. INTRODUCTION
The Prestige Estates neighborhood and Jamaica Avenue from 80th Street to 90th Street and have
been identified as candidates for rehabilitation during the 2024 construction season as a part of
the City of Cottage Grove's ongoing roadway rehabilitation program. The City Council authorized
preparation of this report to determine the feasibility of rehabilitating these streets as part of the
2024 Pavement Management Project.
The purpose of this report is to further evaluate the work required for a potential street
rehabilitation project, to provide an estimate of cost, and to establish a method of cost allocation
or assessment in order to determine the physical and economic feasibility.
The project locations are shown on Figure 1.
This feasibility report examines the following street segments:
Prestige Estates 1st and 2nd Additions and Prestige Estates on the Park
1. Jenner Avenue, from 80th Street to Jocelyn Avenue
2. Jocelyn Avenue, from 80th Street to Jenner Avenue
3. 79th Street, from Jocelyn Avenue to Jocelyn Avenue
Jamaica Avenue
1. Jamaica Avenue, from 80th Street to 90th Street
If the City decides to proceed with the proposed street and utility improvements as described in this
report, it is anticipated construction would begin in 2024 as shown in the detailed project schedule
found on page 11.
II. EXISTING CONDITIONS – PRESTIGE ESTATES
STREETS
The streets within this neighborhood are urban-residential and are generally 32 feet wide (from
face of curb to face of curb) with surmountable concrete curb and gutter. The streets were originally
constructed between 1990 and 1995. The pavement sections were designed to be approximately
3-inches of bituminous over 6-inches of aggregate base. Due to extensive surface raveling and
deterioration, a thin overlay across the entire width of the road was performed in pieces by public
works staff in 2012 and 2013 on Jenner Avenue, 79th Street, and part of Jocelyn Avenue. Figure 2A
depicts the age of the streets.
Geotechnical testing was completed in 2016 to evaluate pavement section thickness and evaluate
the pavement condition. Coring of the pavement was performed to determine the thickness of the
existing street sections and evaluate the condition of the in-place bituminous. Table 2.1 below
summarizes those results.
Cores were taken at three locations to evaluate pavement condition. From the cores, the average
section within the neighborhood consists of approximately 4.5-inches of bituminous over 8-inches
of base. The thicker than expected bituminous is due to multiple seal coat applications and thin
overlays.
2024 Pavement Management ǀ 0N1.130858 Page 2
Table 2.1 – Prestige Estates Existing Street Sections
No. Location Bituminous
(in)
Aggregate
Base (in) 1
Condition
C-4 Jenner Avenue 5.00 NA2 Slight – moderate stripping
C-5 79th Street 4.50 7.50 Severe stripping, broken
C-6 Jocelyn Avenue 4.00 8.50 Moderate stripping, broken
Average 4.50 8.00
Aggregate base depths can be difficult to measure with granular subgrades
Aggregate base not consistent with other locations. Soil encountered was granular with no crushed
limestone present.
All of the cores displayed degradation due to stripping. Stripping is generally described as the
separation of asphalt cement from the aggregate due to moisture, which degrades the durability of
the pavement. See Appendix A and Appendix D for photos of stripping. Two of the cores were noted
as broken, meaning the stripping was severe enough that the top layer of bituminous fell apart as
the core was extracted. The locations of stripping generally coincided with areas where Public
Works has performed extensive maintenance via skin patch overlays and patching, whereas areas
with slight stripping may not be visible at the pavement surface.
A visual inspection was performed in 2023 to evaluate pavement surface conditions. The roadways
showed extensive cracking, raveling, and continuous patching. Appendix A shows the extent of the
surface degradation and extensive patching along each of the roadways. Underneath the surface of
the road, the cores display severe degradation in all layers of the pavement. In Appendix D, several
of the pavement cores separated after removal. The majority of these cores consist of a top thin
section from a seal coat or overlay, and then an underlying section that has severely deteriorated
to the point that core is no longer intact.
The existing concrete curb and gutter within the Prestige Estates Neighborhood is in poor condition
as a whole, requiring approximately 39% to be removed and replaced. Due to the existing condition,
full curb and gutter replacement would be recommended. Although the current condition of the
road surface is poor, it has served its useful life considering it’s 29 to 34 years old.
SANITARY SEWER
The sanitary sewer system within Prestige Estates was constructed in the early to mid-1990s. The
existing sanitary sewer consists of 8-inch Polyvinyl Pipe (PVC).
Sanitary sewer structures were inspected in 2016 and again in 2023. Miscellaneous structure repairs
such as adjusting structure castings, adding barrel sections, and replacing a cone section were noted
during the inspection reports.
The existing sanitary sewer was televised in 2016 to evaluate pipe condition. The televising reports
show that the pipe is generally in good condition. The televising did not indicate any needs for
maintenance at the time, and since structure inspections didn’t reveal any meaningful changes since
2016, the pipes were not re-televised.
WATERMAIN
The watermain within the project area consists primarily of 6-inch diameter ductile iron pipe (DIP).
The watermain was constructed between 1990 and 1995.
The watermain is believed to be in good condition and only needing some minor maintenance.
Public Works keeps records of watermain breaks and due to the relative infrequency within the
2024 Pavement Management ǀ 0N1.130858 Page 3
neighborhood, replacement is not warranted at this time. Public Works has found all valves to be
operational. Three valves were checked for corrosion in 2016 and it was found that all locations
had little if any evidence of corrosion on the pipe and bolts.
STORM SEWER
The storm sewer within the project area was installed during the street construction in the 1990’s
and consists of RCP ranging in size from 12 to 48-inch.
The existing storm sewer was televised in 2016 to determine pipe condition and necessary repairs.
In addition, storm structures were also inspected in 2016 and again in 2023. Storm sewer mains are
generally in good condition without needing any repair. Structures were generally in good condition
with some miscellaneous structure corrections needed, failing riprap, and structures with excessive
rings.
III. EXISTING CONDITIONS – JAMAICA AVENUE
STREETS
Jamaica Avenue, between 80th Street and 90th Street, is a four-lane divided urban roadway
consisting of B618 concrete curb and gutter, 14-foot lanes and a grass median. In 1972, a 90-foot
wide section was constructed with a 6-inch aggregate base and a 24-foot bituminous mat over the
existing southbound lanes, consisting of two 1.5-inch lifts on the west side of Jamacia Avenue. In
1981, a 24-foot bituminous mat, consisting of two 1.5-inch lifts, was constructed on the east side
for the northbound lanes. In 1993, the existing southbound lanes were reclaimed and paved, while
the northbound lanes received a 1.5-inch bituminous overlay on the existing 3-inch bituminous mat.
As part of this 1993 project, the northbound and southbound lanes were constructed to a 28-foot
(from face of curb to face of curb) section, with B618 concrete curb and gutter, a grass median in
between, and 5-foot concrete sidewalk on each side. The in-place pavement section of Jamaica
Avenue was designed to be 4.5-inches of bituminous over 6-inches of aggregate base. Figure 2B
depicts the age of the streets.
Coring of the pavement was performed to determine the thickness of the existing street section and
evaluate pavement condition. The core locations are shown on Figure 2B and photos of the
pavement cores can be seen in Appendix E. From the cores, it can be seen that the average section
along Jamaica Avenue consists of approximately 5.5-inches of bituminous over 7-inches of base, as
shown in Table 3.1. The thicker than expected bituminous is in part due to multiple seal coat
applications or thin overlays. The cores show slight to severe stripping occurring in various depths
of the pavement, depending on the location. All cores from Jamaica Avenue displayed some
degradation due to stripping. The stripping found degrades the strength and durability of the
pavement.
2024 Pavement Management ǀ 0N1.130858 Page 4
Table 3.1 – Jamaica Avenue Existing Street Sections
No. Location Bituminous
(in)
Aggregate
Base (in) 1
Condition
C-2 NB Between Hillside Trail
and 90th Street 5.00 8.00 Moderate stripping throughout
C-3 NB Between Jasmine
Avenue and Hillside Trail 6.00 9.00 Slight to moderate stripping
throughout
C-4 NB Between 80th Street
and Jasmine Avenue 5.50 5.00 Slight stripping in top lift, moderate
to severe stripping below
C-8 SB Between 80th Street
and Ivywood Avenue 7.50 5.00 Slight stripping in top two lifts,
moderate in bottom lift
C-9 NB Between Isle Avenue
and Hillside Trail 5.50 6.00 Slight stripping in top lift, moderate
in 2nd lift, severe in bottom lift
C-10 NB Between Hillside Trail
and 90th Street 5.50 8.50 Moderate stripping throughout
Average 5.83 6.92
Aggregate base depths can be difficult to measure with granular subgrades
Appendix E contains the complete Jamaica Avenue geotechnical report completed in July 2020. This
report analyzes the pavement of Jamaica Avenue from Indian Boulevard to the Highway 61/Jamaica
Avenue roundabout south of East Point Douglas Road.
At many of the approaches to side street intersections, severe rutting is present in the wheel paths.
This condition is believed to be limited to the bituminous pavement and not extending into the
subgrade. The rutting has been a significant concern to public works staff and has interfered with
effective snow removal along this roadway.
SANITARY SEWER
The 18-inch RCP trunk sanitary sewer system along Jamaica Avenue runs from Hillside Trail to 90th
Street and collects from the adjacent neighborhoods west of Jamaica Avenue and the entire Central
Draw. The sanitary sewer has been televised in 2023 to determine pipe condition and necessary
repairs. The televising reports show that the pipe is generally in good condition and no repairs are
needed.
WATERMAIN
There are three locations where water main crosses Jamaica Avenue to connect adjacent
neighborhoods, once at 90th Street, once at Hillside Trail, and once at Ivywood Avenue/Janero
Avenue. The crossing at 90th Street runs north under the west curbline for 600 feet to the
connection with the Pinetree Pond townhouses. The crossing at Ivywood Avenue/Janero Avenue
also runs a short distance to the north to 80th Street on both sides of the roadway. The water main
on the west side of the road runs under the curbline and the water main on the east side of the
roadway runs to the east of the sidewalk within an easement. The water main on the west side of
Jamaica Avenue at 90th Street is a 16-inch diameter DIP and the crossing at Hillside Trail is 24-inch
DIP. Both sections were installed in 1978 in conjunction with the Woodridge Park development of
the neighborhoods east and west of Jamaica Avenue.
The water main from Ivywood Avenue to 80th Street is 8” CIP and installed in 1970 in conjunction
with the Thompson Grove Estates 12th Addition to the west of Jamaica Avenue. In 1986 this water
main was connected to with 6-inch DIP and installed across Jamaica Avenue in conjunction with the
2024 Pavement Management ǀ 0N1.130858 Page 5
Jamaica Ridge development of the neighborhood to the east of Jamaica Avenue.
The water mains are believed to be in good condition. The valves will be operated and evaluated by
Public Works prior to the start of the project.
STORM SEWER
The storm sewer within the project area was installed during the street construction, predominantly
in 1970 and in 1993, and consists of RCP ranging in size from 15 to 48-inch.
The existing storm sewer was televised in 2023 to determine pipe condition and necessary repairs.
In addition, storm structures were also inspected in 2023. The televising reports show that the storm
sewer mains are generally in fair condition. However, some problems encountered in the existing
storm sewer were cracked or broken pipes. Most structures were identified as in good condition
with some miscellaneous structure patching, lining, and other repairs noted during the inspections.
IV. PROPOSED IMPROVEMENTS – PRESTIGE ESTATES
STREETS
Due to the types of distress present in the existing pavement, the severe deterioration due to
asphalt stripping, the residential streets within the Prestige Estates neighborhood are proposed to
undergo a full pavement replacement with 3.5-inches of new pavement. A mill-overlay is not
recommended at this time due to the potential for excessive reflective cracking and due to the
severe stripping that would be present in the remaining pavement.
The concrete curb and gutter in the Prestige Estates neighborhood is proposed to undergo full
replacement. The estimated curb damage for the entire neighborhood is approximately 40%,
resulting in full curb replacement as the preferred method. Replacing all of the curb and gutter will:
1. Result in a more consistent product due to being machine laid versus hand poured
2. Produce a more uniform flow-line and improve drainage characteristics
3. Reduce the chance for differential settlement between panels
4. Create a consistent product within the entire neighborhood as a whole
The existing D412 concrete curb and gutter will be replaced with a 28” surmountable curb and
gutter. In locations where curb is replaced in front of driveways, each driveway will be patched with
in-kind materials as a part of the street rehabilitation process. Restoration behind replaced concrete
curb and gutter is anticipated to consist of screened Loam Topsoil Borrow with seed and hydro
mulch.
Traffic signs are proposed to be replaced as a part of this project to meet federal retro reflectivity
requirements. In addition, signs will be evaluated for conformance to the adopted City sign policy
and signs will be removed or supplemented as required.
STREET LIGHTING
Since full concrete curb replacement is proposed, the existing direct-bury street light wire is
proposed to be replaced within a conduit. The City has experienced increased maintenance due to
deterioration of the existing direct-bury wire and the full curb removal process would likely further
impact the existing wiring during construction. The new wire and conduit will require the installation
of hand holes at every street light pole. Feed point cabinets and controllers will be evaluated in each
2024 Pavement Management ǀ 0N1.130858 Page 6
neighborhood for replacement as a part of this project.
Figure 3A displays the proposed street and street lighting improvements throughout the Prestige
Estates neighborhood.
SANITARY SEWER
The sanitary sewer manhole castings will be salvaged and reinstalled. The existing concrete
adjusting rings will be replaced with new high-density polyethylene (HDPE) adjusting rings to
conform to current City standards and defective cone sections will be replaced were necessary. All
sanitary pipes were identified from the televising as in good condition.
Figure 4A shows the locations of these utility improvements.
WATER MAIN
It is proposed that broken valve top sections be removed and replaced as a part of this project. Due
to the age of the watermain and no indicated breaks from Public Works, none of the valves will be
dug up and checked for bolt corrosion. Finally, hydrants will be reconditioned by sandblasting and
painting, and concrete hydrant access pads are proposed to be constructed in accordance with
current City standards.
STORM SEWER
The proposed design includes replacing existing adjusting rings with new high-density polyethylene
(HDPE) adjusting rings to conform to current City standards on all structures. Other storm sewer
repairs will include adding 1-foot sections to structures where necessary and replacing failing riprap.
Existing castings in good condition will be salvaged and reinstalled on the new rings while broken
castings will be replaced. Miscellaneous structure patching and other repairs will be performed as
needed.
Figure 4A displays the utility improvements throughout the Prestige Estates.
STORM WATER QUALITY AND QUANTITY
Site specific stormwater rate and volume control, in addition to stormwater quality considerations,
will not need to be addressed within the 2024 Pavement Management project. Since the sum of the
new impervious and fully reconstructed impervious surfaces will not equal or exceed one acre, state
and local stormwater management requirements are satisfied within the scope of this project.
V. PROPOSED IMPROVEMENTS – JAMAICA AVENUE
STREETS
Several pavement rehabilitation methods were evaluated for Jamaica Avenue including a
stabilized full depth reclamation (SFDR), full pavement replacement, and mill-overlay. Although a
SFDR is warranted to improve the structural capacity of the roadway and effectively address the
existing pavement distresses, due to budgetary constraints, the intent of this project has been
scaled back to focus on the pavement surface only and address the existing ruts for plowing during
the winter. Therefore, Jamaica Avenue is proposed to undergo a 2-inch mill and overlay. Due to
the deteriorated transverse joints and some of isolated areas of severe stripping noted in the
cores, it is anticipated that approximately 15% of the total pavement area may require full depth
patching after milling and another 10% may require a skim patch over joints and other minor
irregularities. As with any mill-overlay, reflective cracking should be expected within the first year
2024 Pavement Management ǀ 0N1.130858 Page 7
and these cracks will require maintenance over time to prolong the life of the overlay. Based on
MnDOT guidance and anticipated traffic volumes and structural capacity of the existing roadway,
a 7-13 year life expectancy for the mill-overlay appears reasonable.
Replacement of concrete curb and gutter to the extent of past pavement management projects is
not proposed along Jamaica Avenue due to the mill-overlay nature of the project. Repairing all the
cracks, settlements, and defects is typically reserved for full pavement replacement or
reconstruction projects. The concrete curb and gutter will only be replaced in areas where
pedestrian ramps will be replaced to meet current ADA standards or where affected by utility
repairs.
In order to accommodate a future signal system at 80th Street, both north and south-bound
Jamaica Avenue approaches will need geometric improvements to facilitate through traffic, at
which time a full reconstruction should be coordinated. Those improvements are not
contemplated in this project as this project is viewed as a maintenance project only.
Restoration is anticipated to consist of screened Loam Topsoil Borrow with seed and hydromulch.
Traffic signs are proposed to be replaced as a part of this project to meet federal retro reflectivity
requirements. In addition, signs will be evaluated for conformance to the adopted City sign policy
and signs will be removed or supplemented as required.
Figure 3B displays the street and lighting improvements along Jamaica Avenue.
WALKWAY
Costs have been included in this report to update all pedestrian ramps to the current Americans
with Disabilities Act (ADA) standards. All pedestrian ramps will be evaluated and reconstructed to
compliant pedestrian ramps; this may include removing some segments of existing sidewalk to meet
the required landings and grades. Several pedestrian ramps along Jamaica Avenue have been
recently reconstructed in past pavement management projects and will not need to be
reconstructed as part of this project.
STREET LIGHTING
The existing streetlight system has received some maintenance on the east side from Jasmine
Avenue to 80th Street and will not need replacement. The remaining streetlighting wire is in poor
condition, resulting in several breaks in the last couple of years. It is proposed that the remainder
of the streetlighting wire will be replaced with the project. Intersection light poles are proposed to
be replaced to improve lighting and safety. The remaining streetlights are also proposed to undergo
luminaire replacements to LED fixtures to conform to the current City standard.
SANITARY SEWER
The sanitary sewer manhole castings will be salvaged and reinstalled. The existing concrete
adjusting rings will be replaced with new high-density polyethylene (HDPE) adjusting rings to
conform to current City standards.
Utility improvements are shown in Figure 4B.
WATER MAIN
The valve boxes will be adjusted to final grades and any broken valve top sections will be removed
and replaced as part of this project.
2024 Pavement Management ǀ 0N1.130858 Page 8
STORM SEWER
The intent of this project is to rehabilitate the roadway and not change existing drainage patterns.
In-line repairs are recommended to address significant cracks, while pipes that had holes in them
are recommended to be removed and replaced. Adjustment rings for manholes will be replaced
with HDPE rings. Since the curb and gutter will not be replaced with this project, catch basin rings
will only be replaced if they are failing. The existing castings will be salvaged and reinstalled unless
they are damaged or do not meet current City standards. Miscellaneous structure patching and
other repairs will be performed as needed.
Public Works staff provided input on areas with historic drainage concerns. No major flooding or
drainage issues were noted.
STORM WATER QUALITY
Site specific stormwater rate and volume control, in addition to stormwater quality considerations,
will not need to be addressed within the 2024 Pavement Management project. Since the sum of the
new impervious and fully reconstructed impervious surfaces will not equal or exceed one acre, state
and local stormwater management requirements are satisfied within the scope of this project.
VI. PERMITS AND EASEMENT REQUIRED
The total site area exceeds 1-acre, but the underlaying soils will not be disturbed since the gravel
section will be kept in place with the exception of select water main, sanitary and storm sewer utility
repairs and replacements. Therefore, a NPDES Construction Stormwater Permit will not be required.
Permanent stormwater management and volume control are also not required since the sum of the
new impervious and fully reconstructed impervious surfaces will not equal or exceed one acre.
No additional drainage and utility easements are anticipated in the project area, however, this will
be evaluated during the final design phase of the project.
VII. ESTIMATED COSTS
Cost estimates for the improvements have been prepared and are included in Appendix B. The
estimated total project cost for the 2024 Pavement Management project is $3,203,820.77. All costs
for items to be constructed are based on anticipated unit prices for the 2024 construction season.
All costs include a twenty-five (25) percent allowance for indirect costs associated with the project
(engineering, administrative, financing, and legal) as well as a seven (7) percent contingency. No
costs are included for capitalized interest during the construction period or before assessments are
levied.
Following is an overall summary of the estimated costs:
Table 7.1 – Estimated Cost Summary
Location Estimated Project Cost1
Prestige Estates Neighborhood $1,170,018.26
Jamaica Avenue $2,033,802.51
Total Estimated Project Cost: $3,203,820.77
Costs presented include 7% contingency + 25% indirect costs
2024 Pavement Management ǀ 0N1.130858 Page 9
COST ALLOCATION
Assessments for this project will be based upon the "Infrastructure Maintenance Task Force Special
Assessment Policy for Public Improvements," (IMTF) dated September 30, 2005, revised October
31, 2023. All benefiting properties are proposed to be assessed.
The assessment policy states that mill-overlay projects are considered minor maintenance and are
therefore not assessable under the policy. Therefore, there will be no assessments for the work
proposed along Jamaica Avenue.
City Property:
Per the policy, 100% of the project costs adjacent to City-owned property are assessed to the
property. In areas where other land uses were opposite City property, half of the street width was
assigned to the other land use and the other half to the City.
1. Cost includes street & utilities; includes 50% reduction for property on one side of street
Residential Land Use:
Urban residential land use is considered to receive benefit if the property’s main entrance has direct
access to the street being improved. Per the Urban Residential policy, 45% of the project cost for
both surface and subsurface improvements is assigned to each individual residential lot on a unit
basis. The intent of the City's policy is to treat all residential properties as similar individual units
regardless of lot frontage. The amount assessed is based on the city standard street section even if
the width is greater.
Table 7.3 – Deductions to Residential Property
Location City Property Street Width Calculated Assessment Deduct
Prestige Estates Neighborhood ($2,986.72) $0 ($2,986.72)
Jamaica Avenue N/A N/A N/A
Total: ($2,986.72) $0 ($2,986.72)
Table 7.2 – City Property Assessment
Location Property
Front
Footage
(LF)
Abutting Street
Costs ($/LF)1
City Property Cost
(100%)
Prestige Estates
Neighborhood
Trail Outlot
10-027-21-34-0040 15.2 $84.85 $1,289.72
Prestige Estates
Neighborhood
Trail Outlot
10-027-21-43-0062 20.0 $84.85 $1,697.00
Prestige Subtotal: $2,986.72
Jamaica Avenue N/A N/A N/A N/A
Totals: $2,986.72
2024 Pavement Management ǀ 0N1.130858 Page 10
Table 7.4 – Estimated Cost Allocation Per Policy
Location Estimated Project
Cost
Calculated
Assessment
Deduct
Residential
Adjusted Cost
Residential
Assessed Amount
(45% of Total)
Prestige Estates
Neighborhood $1,170,018.26 ($2,986.72) $1,167,031.55 $525,164.19
Jamaica Avenue $2,044,529.26 N/A N/A N/A
Total: $3,203,820.77 ($2,986.72) $1,167,031.55 $525,164.19
Based on the table below, the total single family residential assessment is $6,647.65 per unit in
the Prestige Estates Neighborhood.
Table 7.5 – Estimated Cost Per Residential Unit
Location
Assessable
RBLE1
Units
Assessed Amount
(45% of Total)
Assessed Cost Per
RBLE Unit Per Policy
Special Benefit
Appraisal
Prestige Estates
Neighborhood 79 $525,164.19 $6,647.65 $7,500
Jamaica Avenue N/A N/A N/A N/A
1. Residential assessments are apportioned among benefited residential buildable lot equivalents (RBLE). Per the IMTF
policy, each single-family lot is 1.0 RBLE.
When the calculated assessment exceeds the special benefit appraisal for any land use type, the
assessment is proposed to be capped at the amount of the special benefit appraisal. If needed, City
funds will cover the difference between the calculated assessment and the benefit appraisal.
Summary:
The IMTF policy therefore allocates costs in the following manner:
1. See Appendix B for Fund Breakout
2. Total Project Cost (7% contingency + 25% indirect)
VIII. FINANCING
Assessments are proposed to be levied based on the City's current assessment policy. The
remainder of the project would be financed through a combination of City funds such as the General
Tax Levy and Utility and Enterprise funds for items such as storm sewer improvements. Figure 5A
depicts the assessable parcels for the project.
Table 7.6 – IMTF Cost Summary
Location Residential Assessed
Amount (45% of Total) City Funds1 Estimated Project Cost2
Prestige Estates
Neighborhood $525,164.19 $644,854.07 $1,170,018.26
Jamaica Avenue N/A $2,044,529.26 $2,033,802.51
Total: $525,164.19 $2,678,656.58 $3,203,820.77
2024 Pavement Management ǀ 0N1.130858 Page 11
IX. PUBLIC HEARING
Because the properties within the project area benefit from the proposed improvements, and the
project will be partially funded through assessment, it will be necessary for the City to hold a public
improvement hearing to receive comment on the proposed project and to determine further action
to be taken.
X. PROJECT SCHEDULE
Below is the proposed schedule assuming starting construction in 2024:
· 05/17/2023 Council Orders Feasibility Report
· 01/03/2024 Council Workshop
· 01/17/2024 Council Receives and Approves Feasibility Report
Council Sets a Public Improvement Hearing Date
Council Orders the Preparation of the Plans and Specifications
· 01/30/2024 Hold Prestige Estates Neighborhood Meeting
· 02/07/2024 Council Holds Public Improvement Hearing
· 02/21/2024 Council Approves Prestige Estates Plans and Specifications
· 03/06/2024 Council Approves Jamaica Avenue Plans and Specifications
· 03/21/2024 Prestige Estates Bid Date
· 04/03/2024 Prestige Estates Contract Award
· 04/04/2024 Jamaica Avenue Bid Date
· 04/17/2024 Jamaica Avenue Contract Award
· Spring 2024 Begin Construction
· September 2024 Complete Construction
· September 2024 Council Sets Assessment Hearing Date
· October 2024 Council Holds Assessment Hearing
XI. CONCLUSION AND RECOMMENDATIONS
It is recommended that this report be used as a guide for the layout, design, and cost allocation for
the public improvements to be made as part of the 2024 Pavement Management project. It is
further recommended that the owners of properties within the project limits be notified of the
proposed improvements in order to provide comment.
To determine project feasibility, a comparison was made between the costs estimated herein and
the costs experienced for other similar projects within the City. These comparisons, on a per linear
foot construction cost basis (no indirect project costs), are shown in the following table:
2024 Pavement Management ǀ 0N1.130858 Page 12
Table 11.1 – Cost Per Unit Comparison
2024 Pavement Management Project (Estimated Costs per Linear Foot)
Prestige Estates 1st and 2nd Additions and Prestige Estates on the Park –
Pavement Replacement Area & Full Curb $126.87
Jamaica Avenue from 80th Street to 90th Street – Mill and Overlay $272.87
2023 Pavement Management Project (Estimated Costs per Linear Foot)
Thompson Grove 1st, 6th, 7th, and 10th Additions – Pavement Replacement & Spot
Curb $147.81 / LF
Financial responsibilities have been determined based on estimated project costs as well as adopted
City policy. Funding sources consist of assessments to benefitted properties and use of existing
designated City funds.
Based on the information contained herein, it can be concluded that the construction of utility and
street improvements is feasible. The deteriorated condition of the pavement, stable condition of
the subgrade, and condition of the concrete curb and gutter supports the recommendation of the
pavement replacement with full curb and gutter replacement for Prestige Estates. The
improvements are cost effective as they utilize the existing gravel section and keep existing curb
and gutter wherever possible. The mill-overlay maintenance project along Jamaica Avenue will
temporarily address the rutting and other surface defects present, buying some time prior to a more
substantial rehabilitation project.
From an engineering standpoint, this project is feasible, necessary, cost effective, and can best be
accomplished by letting competitive bids for the work.
2024 Pavement Management | 0N1.130858 Appendix A: Existing Pavement Condition Photos
Appendix A: Existing Pavement Condition
Photos
Appendix A: Existing Pavement Condition Photos
2024 Pavement Management | 0N1.130858 Page A-1
Prestige Estates 1st Addition
Approximate Location: 9494 79th Street
Patching due to likely asphalt stripping along curb, extensive longitudinal cracking
Prestige Estates 2nd Addition
Approximate Location: 7091 Jocelyn
Severe asphalt stripping, extensive surface deterioration, and previous patching
Appendix A: Existing Pavement Condition Photos
2024 Pavement Management | 0N1.130858 Page A-2
Prestige Estates on the Park
Approximate Location: 7958 Jenner
Previous patching and thin overlay over stripped asphalt
Prestige Estates
Approximate Location: Jasmine Avenue
Severely stripped asphalt pavement core, entire depth, broken upon extraction
Appendix A: Existing Pavement Condition Photos
2024 Pavement Management | 0N1.130858 Page A-3
Jamaica Avenue S
Approximate Location: South of Hillside Trail and north of 90th Street
Typical transverse joint deterioration and patching areas, impacting ride quality
Jamaica Avenue S
Approximate Location: Northbound Jamaica, north of Hillside Trail S
Rutting in wheel paths, patching at deteriorated transverse joints
Appendix A: Existing Pavement Condition Photos
2024 Pavement Management | 0N1.130858 Page A-4
Jamaica Avenue S
Approximate Location: Immediately north of Hillside Trail S intersection
Severe rutting in inside lane adjacent to median, typical transverse joint deterioration
Jamaica Avenue S
Approximate Location: Southbound Jamaica, north of Hillside & south of Jasmine
Previous patching due to surface deterioration form asphalt stripping
Appendix B: Cost Estimate Summary
Cost Estimate Summary
Location
Feasibility Report
Construction
Cost
Total Cost 1 Deduct For Street
Width
Deduct For City
Property
Assessment
Deduct
Other
Residential
Adjusted Total Cost
Residential
Assessed Amount City Funds Sanitary Utility
Fund
Water Utility
Fund
Stormwater
Utility Fund
Streetlight
Enterprise
Fund
Playground/Park
Shelter
Replacement/Public
Landscape Initiative
Trail
Replacement
Fund
General Levy
Single
Family
Units
RBLE
Units
Single Family
Assessed
$/Unit
Single Family
Assessed $/Unit
45% of Adjusted
Prestige Estates
Streets $719,576.00 $962,432.90 $0.00 ($2,456.81) $0.00 $959,976.09 $431,989.24 $530,443.66 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $530,443.66
Sanitary Sewer $20,350.00 $27,218.13 $0.00 ($69.48) $0.00 $27,148.65 $12,216.89 $15,001.24 $15,001.24 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
Water Main $16,640.00 $22,256.00 $0.00 ($56.81) $0.00 $22,199.19 $9,989.64 $12,266.36 $0.00 $12,266.36 $0.00 $0.00 $0.00 $0.00 $0.00 $6,647.65 $7,500.00
Storm Sewer $35,974.00 $48,115.23 $0.00 ($122.82) $0.00 $47,992.41 $21,596.58 $26,518.65 $0.00 $0.00 $26,518.65 $0.00 $0.00 $0.00 $0.00
Street Lighting $82,240.00 $109,996.00 $0.00 ($280.79) $0.00 $109,715.21 $49,371.84 $60,624.16 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $60,624.16
Subtotal $874,780.00 $1,170,018.26 $0.00 ($2,986.72) $0.00 $1,167,031.55 $525,164.19 $644,854.07 $15,001.24 $12,266.36 $26,518.65 $0.00 $0.00 $0.00 $591,067.82
Jamaica Avenue
Streets $937,022.00 $1,253,266.93 $0.00 ($1,253,266.93) $0.00 $0.00 $0.00 $1,253,266.93 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1,253,266.93
Sanitary Sewer $24,480.00 $32,742.00 $0.00 ($32,742.00) $0.00 $0.00 $0.00 $32,742.00 $32,742.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
Water Main $3,100.00 $4,146.25 $0.00 ($4,146.25) $0.00 $0.00 $0.00 $4,146.25 $0.00 $4,146.25 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
Storm Sewer $171,133.00 $228,890.39 $0.00 ($228,890.39) $0.00 $0.00 $0.00 $228,890.39 $0.00 $0.00 $228,890.39 $0.00 $0.00 $0.00 $0.00
Street Lighting $384,865.00 $514,756.94 $0.00 ($514,756.94) $0.00 $0.00 $0.00 $514,756.94 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $514,756.94
Subtotal $1,520,600.00 $2,033,802.51 $0.00 ($2,033,802.51) $0.00 $0.00 $0.00 $2,033,802.51 $32,742.00 $4,146.25 $228,890.39 $0.00 $0.00 $0.00 $1,768,023.87
Totals - Project $2,395,380.00 $3,203,820.77 $0.00 ($2,036,789.23) $0.00 $1,167,031.55 $525,164.19 $2,678,656.58 $47,743.24 $16,412.61 $255,409.04 $0.00 $0.00 $0.00 $2,359,091.69
1. Includes 7% Contingency + 25% Indirect Costs
2. Caps Assessment at amounts determined by special benefit appraisal
0.0 0.0
2024 Pavement Management Project City Funds Breakout
Special Benefit
Appraisal
Assessment
Policy
Calculation
79.0 79.0
Appendix C: Preliminary Assessment Roll
Parcel ID Owner Name Address Units $/Unit Total/Unit
1002721340049 WACKER BARBARA H 7848 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340050 MOEN RICHARD M & PATRICIA J 7828 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340051 HERMAN J MOENING TRUST 7812 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340052 OSTROM JOHN E & LISA H 7790 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340053 GUNDERSON STEVE & KELLY 7774 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340054 HOFF JON L & MARY L 7752 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340055 NOHNER ALISON & ERIC 7995 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340056 STEWART KRISTIN & CHARLES 7967 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340057 CUEVAS ANALINE & YOEL 7953 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340020 PIERRE SCOTT & COURTNEY 9484 79TH ST S 1 $6,647.65 $6,647.65
1002721340021 BUNNELL WILLIAM T & MARY M DOW-BUNNELL 9478 79TH ST S 1 $6,647.65 $6,647.65
1002721340022 BUCHAL TIMOTHY J & DAWN M 9476 79TH ST S 1 $6,647.65 $6,647.65
1002721340023 GEHRT NEIL & JUDITH 9535 79TH ST S 1 $6,647.65 $6,647.65
1002721340024 ROBINSON JACOB A & KRISTIN M LLOYD 9501 79TH ST S 1 $6,647.65 $6,647.65
1002721340025 PURCELL JR RONALD G & JANICE 9499 79TH ST S 1 $6,647.65 $6,647.65
1002721340026 PETERS DUANE A & MARY KAY L 9497 79TH ST S 1 $6,647.65 $6,647.65
1002721340027 PROEFROCK JEREMY S & TRISTA L 9491 79TH ST S 1 $6,647.65 $6,647.65
1002721340028 OLEARY DENNIS D ETAL 9489 79TH ST S 1 $6,647.65 $6,647.65
1002721340029 DETVILER THOMAS J & MOLLIE M 9477 79TH ST S 1 $6,647.65 $6,647.65
1002721340030 SLUSSER JEFFREY M & LISA B 9475 79TH ST S 1 $6,647.65 $6,647.65
1002721340031 RUIZ AILUD R & ALDA GOMEZ 7749 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340032 CLOUSE DOUGLAS P & LEANNE L 7757 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340033 ERICKSON PERRY C & THERESA A 7765 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340034 GILLESPIE DARBY & JANICE L 7773 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340035 HELDMAN MARYBETH A & TIMOTHY 7781 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340037 KORF WAYNE L & JANE F 7772 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340038 BUTTERMORE ROBERT A & RAELYNN 7786 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340039 PRZYBILLA JEFFREY S & NANCY M 0 $6,647.65 $0.00
1002721340041 STEIN SCOTT A & HEATHER F ARMSTRONG 7992 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340042 LOWELL RICARDO V & EMILY 7970 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340043 SANDIDGE RENEE 7958 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340044 MEYER ANGELA M 7930 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340045 KLARICH MICHAEL C & KELLY J 7914 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340046 BLOSSOM ROGER J 7896 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340047 PALMER DAVID & JESSICA 7878 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340048 GELAO MICHAEL J & LILINDA J 7860 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340067 JOHNSON RICHARD L & SONYA L JOHNSON 7726 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340068 VAZQUEZ OSCAR & ARISBETH GOMEZ 7742 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340069 WEBER BARBARA J 7701 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340070 STRANSKY DAVID C & CARON M 7713 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340071 DENBOBA MOHAMMED G & MULU ROBA 7721 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340072 KEMMETMUELLER KEVIN & AMY K 7737 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340073 VAZQUEZ OSCAR & ARISBETH GOMEZ 0 $6,647.65 $0.00
1002721340074 PRZYBILLA JEFFREY S & NANCY M 7764 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721340058 SCHOUVELLER DANIEL G & NANCY 7929 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340059 FORTUNA JOHN M & MILISSA M 7909 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340060 TAYLOR F JOSEPH IV & DAWN M 7881 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340061 SULLIVAN DANIEL E & MICHELLE M 7869 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340062 JOHNSON SCOTT B & KRISTY A 7855 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340063 PALLAIS-ARGUELLO JEAN P & RENA PALLAIS 7833 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340064 FLAHERTY KYLE J & STEPHANIE M 7821 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340065 FAUST JIM P & REAGAN M JR 7797 JENNER AVE S 1 $6,647.65 $6,647.65
1002721340066 PIGNATO JOSEPH D & TERESA L 7720 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430091 FERGUSON LAWRENCE T JR & MARY 7826 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430092 BONINE GORDON L & SHEILA M 7844 JOCELYN AVE S 1 $6,647.65 $6,647.65
Preliminary Assessment Roll
Prestige Estates 1st, 2nd, and Prestige Estates by the Park Improvements
2023 Pavement Management | 0N1.128111
Appendix C: Preliminary Assessment Roll
Page C-3
1002721430093 MCDONALD MOLLY & RYAN 7852 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430063 VERDUZCO SERGIO O & GUADALUPE S NUNEZ 7997 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430064 KALINOWSKI RYAN D & MELISSA D 7961 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430065 EVERSON MICHAEL D & MCKAYLA A 7933 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430066 HPA BORROWER 2017-1 LLC 9600 79TH ST S 1 $6,647.65 $6,647.65
1002721430067 NORUM ANDREW M & TRACI J 9582 79TH ST S 1 $6,647.65 $6,647.65
1002721430068 KELLER NICHOLAS G & KATELYN R BRAMWELL 9556 79TH ST S 1 $6,647.65 $6,647.65
1002721430069 SCHNEIDER DIANN L 9528 79TH ST S 1 $6,647.65 $6,647.65
1002721430070 DESAUTEL SCOTT M & KRISTEN K 9512 79TH ST S 1 $6,647.65 $6,647.65
1002721430071 WEINMANN ELI K 9498 79TH ST S 1 $6,647.65 $6,647.65
1002721430072 DAVID R VAIDICH & ANGELA D VAIDICH TRS 9593 79TH ST S 1 $6,647.65 $6,647.65
1002721430073 TALLEDGE ROBERT WM & JEAN P 9577 79TH ST S 1 $6,647.65 $6,647.65
1002721430074 FOY RICHARD P & MELANIE 9569 79TH ST S 1 $6,647.65 $6,647.65
1002721430075 JOHNSON AARON 9543 79TH ST S 1 $6,647.65 $6,647.65
1002721430080 LANGEVIN THOMAS P & JENNIFER A 7799 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430081 BAKER LEAH 7807 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430082 HORIHAN LYLE E & PAMELA R 7815 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430083 MURRAY DAVID S & MARY ELLEN 7823 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430084 GRAMS MICHAEL C & JULIA A 7831 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430085 BELLOWS TERRANCE J & LINDA L 7849 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430086 GRUFMAN ERIC M & AMY L 7867 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430087 KRYZER MARK P & BARBARA A 7885 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430088 ARLAND DANIEL M & PAULA S 7901 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430089 ALVERSON DOUG & EMILY GROHOVSKY 7929 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430090 FITZGERALD KELLIE 7818 JOCELYN AVE S 1 $6,647.65 $6,647.65
1002721430094 JUNEAU ALLEN J & LISA K 7870 JOCELYN AVE S 1 $6,647.65 $6,647.65
79 $525,164.35
2023 Pavement Management | 0N1.128111
Appendix C: Preliminary Assessment Roll
Page C-4
Appendix D: Prestige Estates Geotechnical
Report
GEOTECHNICAL EXPLORATION AND FACTUAL ENGINEERING REPORT
Cottage Grove 2017 PM Pavement Cores
Cottage Grove
Minnesota
NTI Project 16.61579.200
Prepared For:
Bolten And Menk, Inc.
Attn.: Michael Boex, P.E.
2035 County Road D East
Suite B
Maplewood, MN 55109
July 14, 2016
Bolten and Menk, Inc.
2035 County Road D East
Suite B
Maplewood, MN 55109
Attn: Mr. Mike Boex, P.E.
Subject: Geotechnical Exploration and Factual Engineering Report
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Dear Mr. Boex,
In accordance with your request and subsequent authorization, Northern Technologies, LLC. (NTI)
conducted a Geotechnical Exploration for the above referenced project. Our services included coring
the pavement at eleven (11) locations in District B1, District C3, and District F3 within the City of
Cottage Grove, as well as preparation of a factual engineering report. Our work was performed in
general accordance with our proposal dated June 13th, 2016.
Pavement core samples obtained at the site will be held for 60 days at which time they will be
discarded. Please advise us in writing if you wish to have us retain them for a longer period. You will
be assessed an additional fee if samples are retained beyond 60 days.
We appreciate the opportunity to have been of service on this project. If there are any questions
regarding the soils explored or our review and recommendations, please contact us at your
convenience at (763) 433-9175.
Northern Technologies, LLC.
Kyler Bender, P.E. Richard Jett, E.I.T.
Construction Services Manager / Graduate Engineer
Principal Engineer
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Contents
1.0 INTRODUCTION ................................................................................................................. 1
1.1 Project Description ................................................................................................................................. 1
1.2 Scope of Services .................................................................................................................................... 1
2.0 EXPLORATION PROGRAM RESULTS .................................................................................... 1
2.1 Exploration Scope .................................................................................................................................. 1
2.2 Subsurface Conditions ........................................................................................................................... 2
3.0 CLOSURE ........................................................................................................................... 2
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Page 1 of 3
1.0 INTRODUCTION
1.1 Project Description
It is our understanding that the project includes the reconstruction of the residential streets located
in District B1, District C3, and District F3 (as outlined in the provided location plan) in Cottage Grove,
Minnesota.
1.2 Scope of Services
NTI’s scope is to core at each approximate location within each district. The cores were advanced
through both the asphalt and aggregate base layers and the approximate thicknesses of each layer
were measured. Locations were marked by Bolten and Menk, Inc. personnel. The purpose of this
report is to present a summary of our geotechnical exploration and provide pavement information
based upon pavement cores obtained at the client-designated locations.
2.0 EXPLORATION PROGRAM RESULTS
2.1 Exploration Scope
Pavement coring occurred on July 8th, 2016 at the approximate locations as presented on the Coring
Location Diagram within Appendix A. A photograph of each core can be found in Appendix B.
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Page 2 of 3
2.2 Subsurface Conditions
Table 1 provides the measured average thickness of the pavement cores obtained at the project area.
Table 1: Pavement Core Thickness at Project Area
Location Number Thickness of Pavement (in)* Depth of Base (in)
1 4 10.5
2 4 9
3 3 8
4 5 N/A1
5 4.5 7.5
6 4 8.5
7 4 7
8 3 8
9 4 7.5
10 3.5 7
11 3.25 8
* Pavement thicknesses listed within Table 1 may differ from those within Appendix B. Some
cores dissolved during the coring process.
1. Base not consistent with other locations. Soil encountered was granular with no crushed
limestone present.
3.0 CLOSURE
The scope of services for this project does not include either specifically or by implication any
environmental or biological assessment of the site or identification or prevention of pollutants,
hazardous materials or conditions. If the owner is concerned about the potential for such
contamination or pollution, other studies should be undertaken.
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Page 3 of 3
Northern Technologies, LLC. has endeavored to comply with generally accepted geotechnical
engineering practice common to the local area. Northern Technologies, LLC. makes no other
warranty, expressed or implied.
Northern Technologies, LLC.
Richard Jett, E.I.T.
Graduate Engineer
Kyler Bender, P.E.
Construction Services Manager /
Principal Engineer
I hereby certify that this plan,
specification, or report was prepared by
me or under my direct supervision and
that I am a Duly Licensed Professional
Engineer under the Laws of the State of
Minnesota.
Kyler Bender
Date: 07/13/2016 Reg. No. 50971
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
APPENDIX A
BORING LOCATION DIAGRAM
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
APPENDIX B
CORE PHOTOGRAPHS
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Cottage Grove 2017 PM Pavement Cores
Cottage Grove, Minnesota
NTI Project No. 16.61579.200
Appendix E: Jamaica Avenue Geotechnical
Report
CONSULTANTS · ENVIRONMENTAL · GEOTECHNICAL · MATERIALS · FORENSICS
www.amengtest.com
REPORT OF GEOTECHNICAL
EXPLORATION
Jamaica Avenue Improvements
Between Highway 61 and Indian Blvd
Cottage Grove, Minnesota
AET Report No. 28-20309
Date:
July 2, 2020
Prepared for:
Bolton & Menk, Inc.
2035 County Road D East
Maplewood, Mn 55109
Page i
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
•ENVIRONMENTAL
•GEOTECHNICAL
•MATERIALS
•FORENSICS
J uly 2, 2020
Bolton & Menk, Inc.
2035 County Road D East
Maplewood, Mn 55109
Attn: Mike Boex, PE
Michael.boex@bolton-menk.com
RE: Geotechnical Exploration Data Report
Jamaica Avenue Improvements
Cottage Grove, Minnesota
AET Project No. 28-20309
Dear Mr. Boex:
American Engineering Testing, Inc. (AET) is pleased to present the results of our subsurface
exploration program for the referenced project in Cottage Grove, Minnesota. These services were
performed according to our proposal to you dated May 6, 2020.
We are submitting one electronic copy of the report to you. Paper copies can be provided upon
request. Please contact me if you have any questions about the report.
Sincerely,
American Engineering Testing, Inc.
Jacob O. Michalowski, P.E.
Senior Engineer
Phone: (651) 283-2481
jmichalowski@amengtest.com
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
Copyright 2020 American Engineering Testing, Inc.
All Rights Reserved
Unauthorized use or copying of this document is strictly prohibited by anyone other than the client for the specific project.
Page ii
SIGNATURE PAGE
Prepared for: Prepared by:
Bolton & Menk, Inc. American Engineering Testing, Inc.
2035 County Road D East 550 Cleveland Avenue North
Maplewood, Mn 55109 St. Paul, Minnesota 55114
(651) 659-9001/www.amengtest.com
Attn: Mike Boex, PE
Michael.boex@bolton-menk.com
Authored by: Reviewed by:
Thomas Evans, P.E. Jacob O. Michalowski, P.E.
Engineer II Senior Engineer
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
Page iii
TABLE OF CONTENTS
Transmittal Letter............................................................................................................................. i
Signature Page ................................................................................................................................ ii
TABLE OF CONTENTS ............................................................................................................... iii
1.0 INTRODUCTION .................................................................................................................... 1
2.0 SCOPE OF SERVICES ............................................................................................................ 1
3.0 PROJECT INFORMATION ..................................................................................................... 1
4.0 SUBSURFACE EXPLORATION AND TESTING ................................................................ 1
4.1 Ground Penetrating Radar ..................................................................................................... 2
4.2 Falling Weight Deflectometer ............................................................................................... 2
4.3 Field Exploration Program .................................................................................................... 3
4.4 Laboratory Testing ................................................................................................................ 3
5.0 SITE CONDITIONS ................................................................................................................. 4
5.1 GPR Data ............................................................................................................................... 4
5.2 Pavement Section .................................................................................................................. 4
5.3 Subgrade Soils ....................................................................................................................... 6
5.4 FWD Results.......................................................................................................................... 6
5.5 Groundwater .......................................................................................................................... 6
6.0 ASTM STANDARDS .............................................................................................................. 7
7.0 CONCLUDING COMMENTS ................................................................................................ 7
APPENDIX A – Geotechnical Field Exploration and Testing
Boring Log Notes
Unified Soil Classification System
AASHTO Soil Classification System
Figure 1 – Testing Location Map
Pavement Core Logs
Subsurface Boring Logs
Gradation Curves
APPENDIX B – Falling Weight Deflectometer Testing
Figure 2 – Effective Subgrade R-Value Map
APPENDIX C – Ground Penetrating Radar Testing
Jamaica Avenue Northbound Plot
Jamaica Avenue Southbound Plot
APPENDIX D – Geotechnical Report Limitations and Guidelines for Use
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
Page 1 of 7
1.0 INTRODUCTION
The City of Cottage Grove (the City) and Bolton & Menk, Inc. (BMI) are proposing improvements
to a segment of Jamaica Avenue in Cottage Grove, Minnesota. To assist planning and design, you
have authorized American Engineering Testing, Inc. (AET) to conduct a subsurface exploration
program at the site and conduct soil laboratory testing, This report presents the results of the above
services, an
2.0 SCOPE OF SERVICES
AET's services were performed according to our proposal to you dated May 6, 2020. The
authorized scope consists of:
• Obtaining eleven 4-inch pavement cores.
• Drilling and sampling eleven standard penetration test (SPT) borings to depths of 6 feet at
the pavement core locations.
• Conducting a Ground Penetrating Radar (GPR) survey in both directions of travel and both
lanes.
• Performing Falling Weight Deflectometer (FWD) testing at 1/10th mile increments in each
direction and both right lanes.
• Conducting soil laboratory testing.
• Preparation of this report.
These services are intended for geotechnical purposes. The scope is not intended to explore for the
presence or extent of environmental contamination.
3.0 PROJECT INFORMATION
We understand the City and BMI are proposing improvements to a 2.1-mile section of Jamaica
Avenue from Highway 61 to Indian Blvd in Cottage Grove, Minnesota. The bituminous-surfaced
road is a 4-lane divided road. The annual average daily traffic (AADT) along the road reportedly
varies from 6,400 vehicles per day in the northern sections to 21,900 vehicles per day near
Highway 61. The traffic data was obtained from the MnDOT Traffic Mapping Application.
4.0 SUBSURFACE EXPLORATION AND TESTING
The subsurface exploration program conducted for the project consisted of ground penetrating
radar (GPR) testing, falling weight deflectometer (FWD) testing, eleven standard penetration test
(SPT) borings, and eleven pavement cores.
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
4.1 Ground Penetrating Radar
The pavement thickness testing program conducted for the project consisted of a high speed (air
coupled) GPR antenna collecting pavement thickness data at a rate of four scans per foot. The
data was collected using a 2 GHz antenna, which allows material layer measurements at depths
of up to approximately 18 inches with a resolution less than about ½-inch. The data collected
is linked to GPS and allows us to plot the data on a graph. The GPR test data and
details of the methods used appear in Appendix C.
The GPR data was collected on May 18, 2020. Scans of the pavement were collected according to
SIR-30 processor settings established by GSSI RoadScan system, in both the northbound and
southbound directions of the right and left lanes. A calibration file, required for data post-
processing, was collected at the beginning of the testing day.
GPR interface identification was accomplished using RADAN 7.0, a proprietary software package
included with the GSSI RoadScan system. The software includes tools to aid in delineating
pavement layer transitions, and it automatically calculates their depths from the pavement surface
using the calibration file(s) collected prior to testing. The identified layers were compared to the
soil boring and pavement core data collected at specific locations to validate the accuracy of the
layer thicknesses.
Depending on pavement age and condition, the presence of moisture, ambient electromagnetic
interference, and pavement structure, total depths of asphalt and aggregate base are not always
explicitly clear. Where gaps in clear identification of pavement and base layer thicknesses are
encountered, the results are reported as a percent of the picking rate of the layer interface. A
picking rate of 100 percent indicates the layer interfaces were visible in 100 percent of the scanned
points.
4.2 Falling Weight Deflectometer
The pavement deflection testing program conducted for the project consisted of falling weight
deflectometer (FWD) testing at approximately 0.1-mile interval spacing in the right lanes of both
northbound and southbound directions. The FWD testing was performed on May 19, 2020 using
a Dynatest 8000FWD.
After seating drops, data for four impulse loads (two at 6,000 lbs. and two at 9,000 lbs. nominal
load) were collected at each test point. The FWD test results and details of the methods used appear
in Appendix B.
Page 2 of 7
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
Page 3 of 7
The deflection data was analyzed using MnDOT methods for determining the in-place (effective)
subgrade and pavement strength, as well as allowable axle loads for a roadway (MnDOT
Investigation 183 revised in 1983). The MnDOT methods use the Hogg Model for estimating the
subgrade modulus. The effective GE of a pavement system is estimated from the deflection
relationship equation, derived from MnDOT Investigations 183 and 195. Our methodology uses
MnDOT’s Investigation 183 for calculation of an estimated load capacity in late spring and
required overlay to estimate the structure for future assumed traffic loading.
4.3 Field Exploration Program
After preliminary review of the GPR data, AET selected eleven soil boring and pavement core
locations. Before drilling, we contacted Gopher State One Call to locate public underground
utilities. The pavement cores and soil borings were performed on June 3, 2020.
Pavement core logs are provided in Appendix A. These logs include a photograph of the extracted
core, as well as total recovered core height, lift thicknesses (where visible), and comments on
pavement condition.
Subsurface boring logs and details of the methods used appear in Appendix A. The boring logs
contain information concerning soil layering, soil classification, geologic description, and
moisture condition. Relative density or consistency is also noted for the natural soils, which is
based on the standard penetration resistance (N-value).
Borings B-2 through B-6 were performed in the northbound right lane, and borings B-7 through
B-10 were performed in the southbound right lane. Boring B-1 was performed in the northbound
right turn lane to E Point Douglas Road, and boring B-11 was performed in the southbound right
turn lane to E Point Douglas Road. The locations of the pavement cores and soil borings are
illustrated on the Figure 1 – Testing Locations Map preceding the pavement core logs and
subsurface boring logs in Appendix A. The soil boring locations were recorded in the field by AET
personnel using a GPS unit. The elevations at the boring locations were not recorded.
4.4 Laboratory Testing
The laboratory test program included four sieve analyses. The water content and the percent
passing the #200 sieve results appear on the individual boring logs adjacent to the samples upon
which they were performed. The full sieve analysis test results are shown on the Gradation Curves
sheet in Appendix A following the boring logs.
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
Page 4 of 7
5.0 SITE CONDITIONS
5.1 GPR Data
The GPR data shows clear interfaces between the bituminous pavement and possible aggregate
base layer and between the possible aggregate base layer and underlying material both with a
picking rate of 100%. The pavement cores and soil borings were used to aid in the interpretation
of the GPR layer interfaces.
The GPR plots are included in Appendix C to illustrate the thickness of the identified bituminous
and base layers within both the right and left lanes of northbound and southbound. The values
presented in Tables 1 and 2 below were determined using 25-foot interval averages. The 15th
percentile represents the value at which 85% of the section has a pavement layer thickness that is
greater than identified. This is the value we generally recommend using for pavement design
purposes.
Table 1 - GPR Thickness Summary NB Lanes
Layer
NB Left Lane NB Right Lane
Average CV 15th Min. Average CV 15th Min.
BP 5.6 11% 5.0 4.5 5.5 15% 4.7 4.2
Base 5.7 24% 4.3 2.4 7.3 24% 5.4 3.5
BP + Base 11.3 12% 10.0 7.1 12.8 16% 10.5 8.4
Note: BP – Bituminous Pavement. CV – coefficient of variation (Std Dev/Average). 15th – 15th percentile thickness value.
Table 2 - GPR Thickness Summary SB Lanes
Layer
SB Left Lane SB Right Lane
Average CV 15th Min. Average CV 15th Min.
BP 5.5 14% 4.8 4.2 5.6 15% 4.8 4.3
Base 5.2 23% 4.0 2.4 6.1 23% 4.7 1.8
BP + Base 10.7 12% 9.4 7.4 11.7 12% 10.3 7.7
Note: BP – Bituminous Pavement. CV – coefficient of variation (Std Dev/Average). 15th – 15th percentile thickness value.
5.2 Pavement Section
The pavement encountered at the core and soil boring locations consists of bituminous over a
possible aggregate base layer. Table 3 below presents the bituminous and aggregate base thickness
found at the pavement core/boring locations.
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
Page 5 of 7
Table 3 - Pavement Thickness Summary
Pavement
Core
Extracted Core
Bituminous
Thickness (in)A
Downhole
Bituminous
Thickness (in) B.
Approximate
Base
Thickness (in) C.
Approximate Total
Thickness (in) B.
B-1 7.6 7¾ 3 10¾
B-2 4.9 5 8 13
B-3 6.1 6 9 15
B-4 5.3 5½ 5 10½
B-5 5.7 6 11 17
B-6 5.2 5½ 5 10½
B-7 4.4 5 5 10
B-8 5.6 7½ 5 12½
B-9 5.0 5½ 6 11½
B-10 5.6 5½ 8½ 14
B-11 2.9 7¼ 4 11¼
Notes: A. Average of three measurements of the core measured to the nearest 0.1-inch.
B. From borings and rounded to the nearest ¼-inch.
C. From borings and rounded to the nearest ½-inch.
The core lift thicknesses reported on the core logs are from the top down at one location along the
core. The noted lift thicknesses were interpreted by AET. In summary, the bituminous thickness
encountered at the soil boring and pavement core locations varies from 5 to 7¾ inches. The
possible aggregate base material varies from about 3 inches to 11 inches and consists mostly of
gravelly silty sand (A-1-b) and sand (A-1-b).
Bituminous condition was also evaluated based on the pavement cores obtained at the site.
Photographs of the pavement cores are provided on the pavement core logs in Appendix A. The
pavement cores indicate slight to severe stripping. The core from boring B-11 crumbled during
coring operations and was not fully recovered. Additionally, a possible chip seal was observed at
the surface of all eleven cores.
Stripping occurs when water or water vapor gets between the asphalt film and the aggregates,
thereby breaking the adhesive bond between the aggregate and asphalt binder. This will “strip” the
asphalt from the aggregate, eventually leading to pavement failure. When stripping within the
pavement becomes excessive, severe pavement deformation and fatigue cracking will occur, and
then traffic loadings will result in local failures such as alligator cracking, potholes, and excessive
rutting in the wheel paths.
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
Page 6 of 7
5.3 Subgrade Soils
The subgrade soils encountered in the borings below the possible aggregate base course consist
mostly of additional fill soils consisting of sand with silt (A-2-4), silty sand (A-2-4), and sand (A-
3). The fill soils extended to depths of between 1 foot and to the final drilling depths of 6 feet.
Below the fill, medium dense to very dense sand (A-3) alluvial soils were encountered and
extended to the final drilling depths of 6 feet.
5.4 FWD Results
Figure 1 in Appendix A illustrates the locations of the FWD tests. Figure 2 in Appendix B shows
the effective subgrade R-value from each of the FWD tests. All FWD tests were performed in the
right lanes. Table 4 below provides a summary of the FWD testing that was analyzed using
MnDOT TONN 2010 software. The results show that the upper 3 to 4 feet of the existing subgrade
has good soil support.
Table 4. FWD Test Results.
Roadway From To Lane Effective R Effective GE
Avg CV 15th Avg CV 15th
Jamaica Ave Roundabout East Point
Douglas Rd NB 32.9 NA NA 31.9 NA NA
Jamaica Ave East Point Douglas
Rd 90th St NB 55.4 NA NA 33.0 NA NA
Jamaica Ave 90th St Hillside Trl NB 26.3 16% 21.7 26.2 7% 23.5
Jamaica Ave Hillside Trl 80th St NB 40.3 15% 35.0 33.0 7% 30.4
Jamaica Ave 80th St 75th St NB 36.9 28% 23.7 31.1 11% 25.7
Jamaica Ave 75th St Indian Blvd NB 33.6 11% 30.5 30.9 8% 27.4
Jamaica Ave Indian Blvd 75th St SB 44.7 16% 36.9 29.5 8% 26.2
Jamaica Ave 75th St 80th St SB 30.0 13% 24.8 24.6 9% 22.0
Jamaica Ave 80th St Hillside Trl SB 36.9 9% 34.0 30.5 6% 27.9
Jamaica Ave Hillside Trl 90th St SB 31.8 9% 28.6 30.6 6% 28.9
Jamaica Ave 90th St East Point
Douglas Rd SB 41.6 16% 35.5 30.6 10% 27.4
Jamaica Ave East Point Douglas
Rd Roundabout SB 37.9 NA NA 37.0 NA NA
Note: CV – coefficient of variation (Std Dev/Average). 15th – 15th percentile thickness value.
5.5 Groundwater
Groundwater was not observed in our soil borings during the geotechnical exploration. Due to the
relatively high permeability of most of the soils encountered, it is our opinion that the measured
water levels should provide an accurate indication or lack thereof the groundwater level at the time
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
Page 7 of 7
of drilling. Groundwater levels do not remain constant; they fluctuate due to varying seasonal and
annual rainfall and snow melt amounts, as well as other factors.
6.0 ASTM STANDARDS
When we refer to an ASTM Standard in this report, we mean that our services were performed in
general accordance with that standard. Compliance with any other standards referenced within the
specified standard is neither inferred nor implied.
7.0 CONCLUDING COMMENTS
Within the limitations of scope, budget, and schedule, we have endeavored to provide our services
according to generally accepted geotechnical engineering practices at this time and location. Other
than this, no warranty, either express or implied, is intended.
Appendix A
Geotechnical Field Exploration and Testing
Boring Log Notes
Unified Soil Classification System
AASHTO Soil Classification System
Testing Locations
Pavement Core Reports
Subsurface Boring Logs
Gradation Curves
Appendix A
Geotechnical Field Exploration and Testing
AET Project 28-20309
Appendix A - Page 1 of 2 AMERICAN ENGINEERING TESTING, INC.
A.1 FIELD EXPLORATION
The subsurface conditions at the site were explored by drilling and sampling eleven Standard Penetration Test (SPT) borings and
eleven pavement cores. The locations of the borings appear on the Boring Location Maps, preceding the Subsurface Boring Logs
in this appendix.
A.2 SAMPLING METHODS
A.2.1 Split-Spoon Samples (SS) - Calibrated to N60 Values
Standard penetration (split-spoon) samples were collected in general accordance with ASTM: D1586 with one primary
modification. The ASTM test method consists of driving a 2-inch O.D. split-barrel sampler into the in-situ soil with a 140-pound
hammer dropped from a height of 30 inches. The sampler is driven a total of 18 inches into the soil. After an initial set of 6 inches,
the number of hammer blows to drive the sampler the final 12 inches is known as the standard penetration resistance or N-value.
Our method uses a modified hammer weight, which is determined by measuring the system energy using a Pile Driving Analyzer
(PDA) and an instrumented rod.
In the past, standard penetration N-value tests were performed using a rope and cathead for the lift and drop system. The energy
transferred to the split-spoon sampler was typically limited to about 60% of its potential energy due to the friction inherent in this
system. This converted energy then provides what is known as an N60 blow count.
The most recent drill rigs incorporate an automatic hammer lift and drop system, which has higher energy efficiency and
subsequently results in lower N-values than the traditional N60 values. By using the PDA energy measurement equipment, we can
determine actual energy generated by the drop hammer. With the various hammer systems available, we have found highly
variable energies ranging from 55% to over 100%. Therefore, the intent of AET’s hammer calibrations is to vary the hammer
weight such that hammer energies lie within about 60% to 65% of the theoretical energy of a 140-pound weight falling 30 inches.
The current ASTM procedure acknowledges the wide variation in N-values, stating that N-values of 100% or more have been
observed. Although we have not yet determined the statistical measurement uncertainty of our calibrated method to date, we can
state that the accuracy deviation of the N-values using this method is significantly better than the standard ASTM Method.
A.2.2 Disturbed Samples (DS)/Spin-up Samples (SU)
Sample types described as “DS” or “SU” on the boring logs are disturbed samples, which are taken from the flights of the auger.
Because the auger disturbs the samples, possible soil layering and contact depths should be considered approximate.
A.2.3 Sampling Limitations
Unless observed in a sample, contacts between soil layers are estimated based on the spacing of samples and the action of drilling
tools. Cobbles, boulders, and other large objects generally cannot be recovered from test borings, and they may be present in the
ground even if they are not noted on the boring logs.
Determining the thickness of “topsoil” layers is usually limited, due to variations in topsoil definition, sample recovery, and other
factors. Visual-manual description often relies on color for determination, and transitioning changes can account for significant
variation in thickness judgment. Accordingly, the topsoil thickness presented on the logs should not be the sole basis for
calculating topsoil stripping depths and volumes. If more accurate information is needed relating to thickness and topsoil quality
definition, alternate methods of sample retrieval and testing should be employed.
A.3 CLASSIFICATION METHODS
Soil descriptions shown on the boring logs are based on the Unified Soil Classification (USC) system. The USC system is described
in ASTM: D2487 and D2488. Where laboratory classification tests (sieve analysis or Atterberg Limits) have been performed,
accurate classifications per ASTM: D2487 are possible. Otherwise, soil descriptions shown on the boring logs are visual-manual
judgments. Charts are attached which provide information on the USC system, the descriptive terminology, and the symbols used
on the boring logs. A chart explaining the USC system is attached in Appendix A.
Visual-manual judgment of the AASHTO Soil Group is also noted as a part of the soil description. A chart presenting details of the
AASHTO Soil Classification System is also attached.
Appendix A
Geotechnical Field Exploration and Testing
AET Project 28-20309
Appendix A - Page 2 of 2 AMERICAN ENGINEERING TESTING, INC.
A.4 WATER LEVEL MEASUREMENTS
The ground water level measurements are shown at the bottom of the boring logs. The following information appears under “Water
Level Measurements” on the logs:
Date and Time of measurement
Sampled Depth: lowest depth of soil sampling at the time of measurement
Casing Depth: depth to bottom of casing or hollow-stem auger at time of measurement
Cave-in Depth: depth at which measuring tape stops in the borehole
Water Level: depth in the borehole where free water is encountered
Drilling Fluid Level: same as Water Level, except that the liquid in the borehole is drilling fluid
The true location of the water table at the boring locations may be different than the water levels measured in the boreholes. This is
possible because there are several factors that can affect the water level measurements in the borehole. Some of these factors include:
permeability of each soil layer in profile, presence of perched water, amount of time between water level readings, presence of
drilling fluid, weather conditions, and use of borehole casing.
A.5 LABORATORY TEST METHODS
A.5.1 Sieve Analysis of Soils (thru #200 Sieve)
Conducted per AET Procedure 01-LAB-040, which is performed in general conformance with ASTM: D6913, Method A.
A.6 TEST STANDARD LIMITATIONS
Field and laboratory testing is done in general conformance with the described procedures. Compliance with any other standards
referenced within the specified standard is neither inferred nor implied.
A.7 SAMPLE STORAGE
Unless notified to do otherwise, we routinely retain representative samples of the soils recovered from the borings for a period of 30
days.
01REP052C (7/11) AMERICAN ENGINEERING TESTING, INC.
BORING LOG NOTES
DRILLING AND SAMPLING SYMBOLS TEST SYMBOLS
Symbol Definition Symbol Definition
AR: Sample of material obtained from cuttings blown out
the top of the borehole during air rotary procedure.
B, H, N: Size of flush-joint casing
CAS: Pipe casing, number indicates nominal diameter in
inches
COT: Clean-out tube
DC: Drive casing; number indicates diameter in inches
DM: Drilling mud or bentonite slurry
DR: Driller (initials)
DS: Disturbed sample from auger flights
DP: Direct push drilling; a 2.125 inch OD outer casing
with an inner 1½ inch ID plastic tube is driven
continuously into the ground.
FA: Flight auger; number indicates outside diameter in
inches
HA: Hand auger; number indicates outside diameter
HSA: Hollow stem auger; number indicates inside diameter
in inches
LG: Field logger (initials)
MC: Column used to describe moisture condition of
samples and for the ground water level symbols
N (BPF): Standard penetration resistance (N-value) in blows per
foot (see notes)
NQ: NQ wireline core barrel
PQ: PQ wireline core barrel
RDA: Rotary drilling with compressed air and roller or drag
bit.
RDF: Rotary drilling with drilling fluid and roller or drag bit
REC: In split-spoon (see notes), direct push and thin-walled
tube sampling, the recovered length (in inches) of
sample. In rock coring, the length of core recovered
(expressed as percent of the total core run). Zero
indicates no sample recovered.
SS: Standard split-spoon sampler (steel; 1.5" is inside
diameter; 2" outside diameter); unless indicated
otherwise
SU Spin-up sample from hollow stem auger
TW: Thin-walled tube; number indicates inside diameter in
inches
WASH: Sample of material obtained by screening returning
rotary drilling fluid or by which has collected inside
the borehole after “falling” through drilling fluid
WH: Sampler advanced by static weight of drill rod and
hammer
WR: Sampler advanced by static weight of drill rod
94mm: 94 millimeter wireline core barrel
▼: Water level directly measured in boring
: Estimated water level based solely on sample appearance
CONS: One-dimensional consolidation test
DEN: Dry density, pcf
DST: Direct shear test
E: Pressuremeter Modulus, tsf
HYD: Hydrometer analysis
LL: Liquid Limit, %
LP: Pressuremeter Limit Pressure, tsf
OC: Organic Content, %
PERM: Coefficient of permeability (K) test; F - Field;
L - Laboratory
PL: Plastic Limit, %
qp: Pocket Penetrometer strength, tsf (approximate)
qc: Static cone bearing pressure, tsf
qu: Unconfined compressive strength, psf
R: Electrical Resistivity, ohm-cms
RQD: Rock Quality Designation of Rock Core, in percent
(aggregate length of core pieces 4" or more in length
as a percent of total core run)
SA: Sieve analysis
TRX: Triaxial compression test
VSR: Vane shear strength, remolded (field), psf
VSU: Vane shear strength, undisturbed (field), psf
WC: Water content, as percent of dry weight
%-200: Percent of material finer than #200 sieve
STANDARD PENETRATION TEST NOTES
(Calibrated Hammer Weight)
The standard penetration test consists of driving a split-spoon
sampler with a drop hammer (calibrated weight varies to provide
N60 values) and counting the number of blows applied in each of
three 6" increments of penetration. If the sampler is driven less
than 18" (usually in highly resistant material), permitted in
ASTM: D1586, the blows for each complete 6" increment and for
each partial increment is on the boring log. For partial increments,
the number of blows is shown to the nearest 0.1' below the slash.
The length of sample recovered, as shown on the “REC” column,
may be greater than the distance indicated in the N column. The
disparity is because the N-value is recorded below the initial 6"
set (unless partial penetration defined in ASTM: D1586 is
encountered) whereas the length of sample recovered is for the
entire sampler drive (which may even extend more than 18").
01CLS021 (07/08) AMERICAN ENGINEERING TESTING, INC.
UNIFIED SOIL CLASSIFICATION SYSTEM
ASTM Designations: D 2487, D2488
AMERICAN
ENGINEERING
TESTING, INC.
Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA
Soil Classification Notes
ABased on the material passing the 3-in
(75-mm) sieve.
BIf field sample contained cobbles or
boulders, or both, add “with cobbles or
boulders, or both” to group name.
CGravels with 5 to 12% fines require dual
symbols:
GW-GM well-graded gravel with silt
GW-GC well-graded gravel with clay
GP-GM poorly graded gravel with silt
GP-GC poorly graded gravel with clay
DSands with 5 to 12% fines require dual
symbols:
SW-SM well-graded sand with silt
SW-SC well-graded sand with clay
SP-SM poorly graded sand with silt
SP-SC poorly graded sand with clay
(D30)2
ECu = D60 /D10, Cc =
D10 x D60
FIf soil contains >15% sand, add “with
sand” to group name.
GIf fines classify as CL-ML, use dual
symbol GC-GM, or SC-SM.
HIf fines are organic, add “with organic
fines” to group name.
IIf soil contains >15% gravel, add “with
gravel” to group name.
JIf Atterberg limits plot is hatched area,
soil is a CL-ML silty clay.
KIf soil contains 15 to 29% plus No. 200
add “with sand” or “with gravel”,
whichever is predominant.
LIf soil contains >30% plus No. 200,
predominantly sand, add “sandy” to
group name.
MIf soil contains >30% plus No. 200,
predominantly gravel, add “gravelly”
to group name.
NPl>4 and plots on or above “A” line.
OPl<4 or plots below “A” line.
PPl plots on or above “A” line.
QPl plots below “A” line.
RFiber Content description shown below.
Group
Symbol
Group NameB
Coarse-Grained
Soils More
than 50%
retained on
No. 200 sieve
Gravels More
than 50% coarse
fraction retained
on No. 4 sieve
Clean Gravels
Less than 5%
finesC
Cu>4 and 1<Cc<3E GW Well graded gravelF
Cu<4 and/or 1>Cc>3E GP Poorly graded gravelF
Gravels with
Fines more
than 12% fines C
Fines classify as ML or MH GM Silty gravelF.G.H
Fines classify as CL or CH GC Clayey gravelF.G.H
Sands 50% or
more of coarse
fraction passes
No. 4 sieve
Clean Sands
Less than 5%
finesD
Cu>6 and 1<Cc<3E SW Well-graded sandI
Cu<6 and/or 1>Cc>3E SP Poorly-graded sandI
Sands with
Fines more
than 12% fines D
Fines classify as ML or MH SM Silty sandG.H.I
Fines classify as CL or CH SC Clayey sandG.H.I
Fine-Grained
Soils 50% or
more passes
the No. 200
sieve
(see Plasticity
Chart below)
Silts and Clays
Liquid limit less
than 50
inorganic PI>7 and plots on or above
“A” lineJ
CL Lean clayK.L.M
PI<4 or plots below
“A” lineJ
ML SiltK.L.M
organic Liquid limit–oven dried <0.75
Liquid limit – not dried
OL Organic clayK.L.M.N
Organic siltK.L.M.O
Silts and Clays
Liquid limit 50
or more
inorganic PI plots on or above “A” line CH Fat clayK.L.M
PI plots below “A” line MH Elastic siltK.L.M
organic Liquid limit–oven dried <0.75
Liquid limit – not dried
OH Organic clayK.L.M.P
Organic siltK.L.M.Q
Highly organic
soil
Primarily organic matter, dark
in color, and organic in odor
PT PeatR
3 2 ½1 ¾4 10 20 40 60 140 200
100
80
60
40
20
0
0
20
40
60
80
100
81
Sieve NumberScreen Opening (in.)
50 10 5 1.0 0.10.5
PARTICLE SIZE IN MILLIMETERS
SIEVE ANALYSIS
PERCENT PASSINGPERCENT RETAINEDD60 = 15mm
D30 = 2.5mm
D10 = 0.075mm
Cu = = = 200D60
D10
15
0.075 Cc = = = 5.6(D30)
D10 x D60
2.5
0.075 x 15
2 2
CL-ML
For classification of fine-grained soils and
fine-grained fraction of coarse-grained soils.
Equation of "A"-line
Horizontal at PI = 4 to LL = 25.5.
then PI = 0.73 (LL-20)
Equation of "U"-line
Vertical at LL = 16 to PI = 7.
then PI = 0.9 (LL-8)"A" LINE
"U" LINECL OR OL CH OR OH
10 20 30 40 50 60 70 80 90 100 110 0 0
10
20
30
40
50
60
16
7
4PLASTICITY INDEX (PI)LIQUID LIMIT (LL)
Plasticity Chart
ADDITIONAL TERMINOLOGY NOTES USED BY AET FOR SOIL IDENTIFICATION AND DESCRIPTION
Grain Size
Term Particle Size
Boulders Over 12"
Cobbles 3" to 12"
Gravel #4 sieve to 3"
Sand #200 to #4 sieve
Fines (silt & clay) Pass #200 sieve
Gravel Percentages
Term Percent
A Little Gravel 3% - 14%
With Gravel 15% - 29%
Gravelly 30% - 50%
Consistency of Plastic Soils
Term N-Value, BPF
Very Soft less than 2
Soft 2 - 4
Firm 5 - 8
Stiff 9 - 15
Very Stiff 16 - 30
Hard Greater than 30
Relative Density of Non-Plastic Soils
Term N-Value, BPF
Very Loose 0 - 4
Loose 5 - 10
Medium Dense 11 - 30
Dense 31 - 50
Very Dense Greater than 50
Moisture/Frost Condition
(MC Column)
D (Dry): Absence of moisture, dusty, dry to
touch.
M (Moist): Damp, although free water not
visible. Soil may still have a high
water content (over “optimum”).
W (Wet/ Free water visible, intended to
Waterbearing): describe non-plastic soils.
Waterbearing usually relates to
sands and sand with silt.
F (Frozen): Soil frozen
Layering Notes
Laminations: Layers less than
½" thick of
differing material
or color.
Lenses: Pockets or layers
greater than ½"
thick of differing
material or color.
Peat Description
Fiber Content
Term (Visual Estimate)
Fibric Peat: Greater than 67%
Hemic Peat: 33 – 67%
Sapric Peat: Less than 33%
Organic Description (if no lab tests)
Soils are described as organic, if soil is not peat
and is judged to have sufficient organic fines
content to influence the Liquid Limit properties.
Slightly organic used for borderline cases.
Root Inclusions
With roots: Judged to have sufficient quantity
of roots to influence the soil
properties.
Trace roots: Small roots present, but not judged
to be in sufficient quantity to
significantly affect soil properties.
ML OR OL
MH OR OH
A-7
A-7-5
A-7-6
Sieve Analysis, Percent passing:
No. 10 (2.00 mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .50 max.. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .
No. 40 (0.425 mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30 max.50 max.51 min.. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .
No. 200 (0.075 mm) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .15 max.25 max.10 max.35 max.35 max.35 max.35 max.36 min.36 min.36 min.36 min.
Characteristics of Fraction Passing No. 40 (0.425 mm)
Liquid limit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .40 max.41 min.40 max.41 min.40 max.41 min.40 max.41 min.
Plasticity index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N.P.10 max.10 max.11 min.11 min.10 max.10 max.11 min.11 min.
General Ratings as Subgrade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Definitions of Gravel, Sand and Silt-Clay
01CLS022 (07/11)AMERICAN ENGINEERING TESTING, INC.
The term "silty" is applied to fine material having plasticity index of 10 or less
and the term "clayey" is applied to fine material having plasticity index of 11 or
greater.
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
AASHTO SOIL CLASSIFICATION SYSTEM
Classification of Soils and Soil-Aggregate Mixtures
GRAVEL - Material passing sieve with 3-in. square openings and retained on
the No. 10 sieve.
COARSE SAND - Material passing the No. 10 sieve and retained on the No.
40 sieve.
FINE SAND - Material passing the No. 40 sieve and retained on the No. 200
sieve.
COMBINED SILT AND CLAY - Material passing the No. 200 sieve
Excellent to Good
Group A-8 soils are organic clays or peat with organic content >5%.
BOULDERS (retained on 3-in. sieve) should be excluded from the portion of
the sample to which the classificaiton is applied, but the percentage of such
material, if any, in the sample should be recorded.
(35% or less passing No. 200 sieve)(More than 35% passing No. 200 sieve)
General Classification
A-4 A-5
The terms "gravel", "coarse sand", "fine sand" and "silt-clay", as
determinable from the minimum test data required in this
classification arrangement and as used in subsequent word
descriptions are defined as follows:
Granular Materials Silt-Clay Materials
A-1 A-2
A-2-6 A-2-7
. . . .
6 max.
Fine
Sand Silty or Clayey Gravel and Sand Silty Soils Clayey Soils
Plasticity index of A-7-5 subgroup is equal to or less than LL minus 30. Plasticity index of A-7-6 subgroup is greater than LL minus 30.
A-3 A-2-4 A-2-5
Stone Fragments,
Gravel and Sand
Fair to Poor
A-6
The placing of A-3 before A-2 is necessary in the "left to right elimination process" and does not indicate superiority of A-3 over A-2.
Usual Types of Significant Constituent Materials
A-1-a A-1-b
Group Classification
-10
0
10
20
30
40
50
100
90
80
70
60
50
40
30
20
15
35
0
2
4
6
8 1012 1416 18 203040 506070
80
1020304050607080100140180
LIQUID LIMIT
PLAS
TI
CI
T
Y I
N
D
E
X
PERCENT PASSING NO. 200 SIEVEPARTIAL GROUP INDEXGROUP INDEX CHART
Group Index (GI) = (F-35) [0.2+0.005 (LL-40) ] + 0.01 (F-15)
(PI-10) where F = % Passing No. 200 sieve, LL = Liquid
Limit, and PI = Plasticity Index.
When working with A-2-6 and A-2-7 subgroups
the Partial Group Index (PGI) is determined from the
PI only.
When the combined Partial Group Indices are
negative, the Group Index should be reported as zero.A-2-6 and A-2-782% Passing No. 200 sieve
LL = 38
PI = 21
PGI = 8.9 for LL
PGI = 7.4 for PI
GI = 16
Then:Example:
10
20
30
40
50
60
70
80
90
100 0 10 20 30 40 50 60 70
Sub-
G
r
o
u
p
A-7-5
Sub-G
roupA-7
-6
A-7A-5
A-4 A-6 PI = LL - 30PLASTICITY INDEX (PI)
Liquid Limit and Plasticity Index Ranges for the
A-4, A-5, A-6 and A-7 SubgroupsLiquid Limit
!
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B9
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9 0 t h S t SJamaica Ave S8 0 t h S t S
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Testing Locations
AET Project No. 28-20309
Jamaica Avenue ImprovementsCottage Grove, Minnesota0800400
Feet
±
File: 28-20309P-1.mxd Date: 06/26/2020
AMERICANENGINEERINGTESTING, INC
Figure 1Map Reference:
Date: 06/26/2020
Geotechnical Data Report
Legend
@A Boring
!FWD Testing
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-1
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 7.6”
Lift 1: 2.2”
Lift 2: 1.6”
Lift 3: 1.5”
Lift 4: 2.5”
Comments:
Possible chip seal at the surface.
Core contains slight stripping
throughout. Lift 4 contains slight
to moderate stripping.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-2
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 4.9”
Lift 1: 1.9”
Lift 2: 3.0”
Comments:
Possible chip seal at the surface.
Core contains moderate stripping
throughout.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-3
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 6.1”
Lift 1: 1.3”
Lift 2: 1.2”
Lift 3: 1.5”
Lift 4: 2.1”
Comments:
Possible chip seal at the surface.
Core has slight to moderate
stripping throughout.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-4
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 5.3”
Lift 1: 2.0”
Lift 2: 1.5”
Lift 3: 1.8”
Comments:
Possible chip seal at the surface.
Lift 1 contains slight stripping.
Lifts 2 and 3 contain moderate
to severe stripping.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-5
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 5.7”
Lift 1: 2.2”
Lift 2: 1.9”
Lift 3: 1.6”
Comments:
Possible chip seal at the surface.
Lifts 1 and 2 contains slight stripping.
Lift 3 contains moderate stripping.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-6
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 5.2”
Lift 1: 1.7”
Lift 2: 1.2”
Lift 3: 2.3”
Comments:
Possible chip seal at the surface.
Lift 1 contains moderate to severe
stripping. Bottom of lift 1 contained
large voids. Lifts 2 and 3 contains
slight to moderate stripping.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-7
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 4.4”
Lift 1: 1.8”
Lift 2: 1.3”
Lift 3: 1.3”
Comments:
Possible chip seal at the surface.
Core generally has slight to
moderate stripping throughout.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-8
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 5.6”
Lift 1: 2.0”
Lift 2: 1.6”
Lift 3: 2.0”
Downhole Bituminous Thickness:
7 1/2”
Comments:
Possible chip seal at the surface.
Lifts 1 and 2 contain slight stripping.
Lift 3 contains moderate stripping.
Bottom of core not recovered.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-9
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 5.0”
Lift 1: 1.6”
Lift 2: 1.7”
Lift 3: 1.8”
Comments:
Possible chip seal at the surface.
Lift 1 contains slight stripping.
Lift 2 contains moderate stripping.
Lift 3 contains severe stripping
and large voids.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-10
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 5.6”
Lift 1: 2.1”
Lift 2: 2.1”
Lift 3: 1.3”
Comments:
Possible chip seal at the surface.
Core contains moderate stripping
throughout.
550 Cleveland Avenue North | Saint Paul, MN 55114
Phone (651) 659-9001 | (800) 972-6364 | Fax (651) 659-1379 | www.amengtest.com | AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
·ENVIRONMENTAL
·GEOTECHNICAL
·MATERIALS
·FORENSICSPAVEMENT CORE LOG
Jamaica Avenue Improvements – Cottage Grove, Minnesota
AET Project Number: 28-20309
Core: B-11
Date Cored: June 2, 2020
Description:
Core Diameter: 4”
Total Core Height: 2.9”
Bituminous Downhole
Thickness: 7 1/4”
Comments:
Possible chip seal at the surface.
Core contains severe stripping
throughout. Core crumbled during
coring operations.
12
20
20
FILL
COARSE
ALLUVIUM
7.75" Bituminous pavement
3" FILL, mostly sand, a little gravel, dark brown
(A-1-b) (possible aggregate base)
FILL, mixture of sand and silty sand, light
brown (A-2-4)
SAND, a little gravel, fine to medium grained,
light brown, moist, medium dense (SP) (A-3)
END OF BORING
Northbound Right Turn Lane to E Point Douglas
Road
44
33
17
CORE
SS
SS
SS
2
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
10:20
LG:1C
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-1 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.816568° -92.932841°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
20
24
14
FILL5" Bituminous pavement
8" FILL, mostly sand, a little gravel, dark brown
(A-1-b)
FILL, mostly sand, a little gravel, brown (A-3)
END OF BORING
Northbound Right Lane
38
21
7
CORE
SS
SS
SS
9
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
10:47
LG:1C
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-2 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.820932° -92.928463°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
18
18
24
FILL
COARSE
ALLUVIUM
6" Bituminous pavement
9" FILL, mostly gravelly silty sand, dark brown
(A-1-b) (possible aggregate base)
FILL, mostly silty sand, a little gravel, brown
(A-2-4)
SAND, fine grained, light brown, moist, dense to
medium dense (SP) (A-3)
END OF BORING
Northbound Right Lane
42
36
22
CORE
SS
SS
SS
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
11:06
LG:1C
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-3 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.824840° -92.925149°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
14
24
24
FILL
COARSE
ALLUVIUM
5.5" Bituminous pavement
5" FILL, mostly gravelly silty sand, brown
(A-1-b) (possible aggregate base)
FILL, mostly silty sand, a little gravel, brown
(A-2-4)
SAND, a little gravel, fine to medium grained,
light brown, moist, medium dense (SP) (A-3)
END OF BORING
Northbound Right Lane
33
30
26
CORE
SS
SS
SS
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
11:28
LG:1C
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-4 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.830737° -92.923838°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
14
24
24
FILL6" Bituminous pavement
11" FILL, mostly gravelly sand with silt, dark
brown (A-1-b) (possible aggregate base)
FILL, mostly silty sand, a little gravel, brown
(A-2-4)
END OF BORING
Northbound Right Lane
33
58
74
CORE
SS
SS
SS
6
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
11:56
LG:1C
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-5 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.836755° -92.923860°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
12
24
24
FILL
COARSE
ALLUVIUM
OR FILL
5.5" Bituminous pavement
5" FILL, mostly sand, a little gravel, brown
(A-1-b) (possible aggregate base)
SAND, fine to medium grained, light brown,
moist, dense to medium dense (SP) (A-3)
(possible fill)
END OF BORING
Northbound Right Lane
38
45
21
CORE
SS
SS
SS
5
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
1:05
LG:41
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-6 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.842500° -92.923866°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
20
24
3
FILL
COARSE
ALLUVIUM
OR FILL
5" Bituminous pavement
5" FILL, mostly sand, a little gravel, brown
(A-1-b) (possible aggregate base)
FILL, mostly sand, a little gravel, brown (A-3)
SAND, a little gravel, fine grained, light brown,
moist, loose to medium dense (SP) (A-3)
(possible fill)
END OF BORING
Southbound Right Lane
40
40
42
CORE
SS
SS
SS
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
1:33
LG:41
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-7 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.839348° -92.924089°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
18
24
24
FILL
COARSE
ALLUVIUM
OR FILL
7.5" Bituminous pavement
5" FILL, mostly gravelly silty sand, dark brown
(A-1-b) (possible aggregate base)
FILL, mostly silty sand, a little gravel, brown
(A-2-4)
FILL, mixture of sand and silty sand, a little
gravel, brown (A-2-4)
SAND, a little gravel, fine grained, light brown,
moist, very dense (SP) (A-3) (possible fill)
END OF BORING
Southbound Right Lane
32
48
74
CORE
SS
SS
SS
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
1:58
LG:41
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-8 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.832661° -92.924036°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
12
21
16
FILL
COARSE
ALLUVIUM
5.5" Bituminous pavement
6" FILL, mostly gravelly silty sand, dark brown
(A-1-b)
FILL, mostly silty sand, a little gravel, brown
(A-2-4)
SAND, a little gravel, fine to medium grained,
light brown, moist, dense to medium dense (SP)
(A-3)
END OF BORING
Southbound Right Lane
26
48
18
CORE
SS
SS
SS
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
2:23
LG:41
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-9 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.827981° -92.924220°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
10
24
24
FILL
COARSE
ALLUVIUM
5.5" Bituminous pavement
8.5" FILL, mostly gravelly silty sand, dark
brown (A-1-b) (possible aggregate base)
FILL, mostly sand with silt, light brown (A-2-4)
SAND, a little gravel, fine grained light brown,
moist, medium dense (SP) (A-3)
END OF BORING
Southbound Right Lane
30
21
17
CORE
SS
SS
SS
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
2:43
LG:41
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-10 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.822520° -92.927134°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
18
24
24
FILL
COARSE
ALLUVIUM
7.25" Bituminous pavement
4" FILL, mostly gravelly silty sand, dark brown
(A-1-b) (possible aggregate base)
FILL, mostly silty sand, a little gravel, brown
(A-2-4)
SAND, a little gravel, fine to medium grained,
light brown to brown, moist, dense to medium
dense (SP) (A-3) (possible fill)
END OF BORING
Southbound Right Turn Lane to E Point Douglas
Road
33
36
17
CORE
SS
SS
SS
M
M
M
WATER LEVEL MEASUREMENTS
None
DR:
3:10
LG:41
TIME
DRILLING METHOD
SD
6/2/20
3.25" HSA
BORINGCOMPLETED:
DATE
6.0
NOTE: REFER TO
THE ATTACHED
SHEETS FOR AN
EXPLANATION OF
TERMINOLOGY ON
THIS LOGRig:
4.0
SS
0-4'
WATERLEVEL
SURFACE ELEVATION:
0.0
CAVE-INDEPTHCASINGDEPTHSAMPLEDDEPTH
6/2/20
DEPTH:
DRILLINGFLUID LEVEL
FIELD & LABORATORY TESTS
MATERIAL DESCRIPTION
1
2
3
4
5
6
N %-#200MC
AET JOB NO:
PROJECT:
RECIN.
AMERICAN
ENGINEERING
TESTING, INC.
DEPTHINFEET PLWC
LOG OF BORING NO.
GEOLOGY
LATITUDE:
B-11 (p. 1 of 1)
SAMPLETYPE
LONGITUDE:
01-DHR-060
LL
03/2011
DENDEN
44.818452° -92.931318°
SUBSURFACE BORING LOG
28-20309
Jamaica Avenue Improvements; Cottage Grove, MN
AET_CORP W-LAT-LONG 28-20309.GPJ AET+CPT+WELL_20181012_JG.GDT 7/2/20
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
3/4 30
medium
D10
coarse
4 14081.5 6 200100
GRAIN SIZE IN MILLIMETERS
Specimen Identification
Specimen Identification
MC% LL PL PI Cc
SILT OR CLAY
GRADATION CURVES
22.5
6.1
31.5
1.4
%Sand %Silt %Clay
75.4
84.7
62.1
93.8
%Gravel
SAND
40
fine
D30
1
D60
U.S. SIEVE NUMBERS
20161410
U.S. SIEVE OPENING IN INCHES HYDROMETER
8.4
6.3
16.5
2.7
0.89
1.14
0.62
0.82
23
B-1
B-2
B-5
B-6
0.8'
1.5'
1.0'
3.0'
0.8'
1.5'
1.0'
3.0'
B-1
B-2
B-5
B-6
1/2
P
E
R
C
E
N
T
F
I
N
E
R
B
Y
W
E
I
G
H
T
3
Sand with gravel, dark brown (A-1-b)
Sand, a little gravel, brown (A-3)
Gravelly sand with silt, dark brown (A-1-b)
Sand, light brown (A-3)
3/8
19.00
12.50
19.00
12.50
2.14
0.56
2.68
0.41
0.699
0.240
0.518
0.227
Classification Cu
D100
6 70
504
GRAVEL
fineCOBBLES coarse
0.2563
0.0897
0.1623
0.1534
2.1
9.3
6.4
4.8
6/2/20
Jamaica Avenue Improvements; Cottage Grove,
MN
PROJECT AET JOB NO.
DATE
28-20309
AMERICAN
ENGINEERING
TESTING, INC.
Appendix B Falling Weight Deflectometer Field Exploration and Testing
Figure 2 – Effective Subgrade R-Value Map
Appendix B
Falling Weight Deflectometer Field Exploration and Testing
AET Project No. 28-20309
Appendix B - Page 1 of 3 AMERICAN ENGINEERING TESTING, INC.
B.1 PAVEMENT TESTING
The pavement structural conditions at the site were evaluated nondestructively using Falling Weight Deflectometer
(FWD). The description of the equipment precedes the Deflection Data and Analysis Results in this appendix.
B.2 EQUIPMENT DESCRIPTION
B.2.1 Dynatest 8000 FWD Test System
The FWD owned by AET is a Dynatest 8000 FWD Test System that consists of a Dynatest 8002 trailer and a third
generation control and data acquisition unit developed in 2003, called the Dynatest Compact15, featuring fifteen (15)
deflection channels. The new generation FWD, including a Compact15 System and a standard PC with the FwdWin
Field Program constitutes the newest, most sophisticated Dynatest FWD Test System, which fulfills or exceeds all
requirements to meet ASTM-4694 Standards. Figure B1 provides a view of this equipment.
Figure B1 Dynatest 8002 FWD Test System
The FWD imposes a dynamic impulse load onto the pavement surface through a load plate. Total pulse is an
approximately half sine shape with a total duration typically between 25 to 30 ms. The FWD is capable of applying
a variety of loads to the pavement ranging from 1,500 lbf (7 kN) to 27,000 ibf (120 kN) by dropping a variable weight
mass from different heights to a standard, 11.8-inch (300-mm) diameter rigid plate.
The drop weights and the buffers are constructed so that the falling weight buffer subassembly may be quickly and
conveniently changed between falling masses of 440 lbm (200 kg) for highways and 770 lbm (350 kg) for airports.
With the 440 lbm (200 kg) package for highways three drop heights are used with the target load of 6,000 lbf (27 kN)
at drop height 1, 9,000 lbf (40 kN) at drop height 2, and 12,000 lbf at drop height 3 (53 kN). The drop sequence
consists of two seating drops from drop height 3 and 2 repeat measurements at drop height 1 and 1 measurement at
drop height 2 for flexible pavements and 2 repeat measurements at drop height 2 and 1 measurement at drop height 3
for rigid pavements. The data from the seating drops is not stored.
The FWD is equipped with a load cell to measure the applied forces and nine geophones or deflectors to measure
deflections up to 100 mils (2.5 mm). The load cell is capable of accurately measuring the force that is applied
perpendicular to the loading plate with a resolution of 0.15 psi (1 kPa) or better. The force is expressed in terms of
pressure, as a function of loading plate size.
Nine deflectors at the offsets listed in the following table in the Long Term Performance Program (LTPP)
configuration are capable of measuring electronically discrete deflections per test, together with nine (9) separate
deflection measuring channels for recording of the data. One (1) of the deflectors measures the deflection of the
pavement surface through the center of the loading plate, while seven (7) deflectors are capable of being positioned
behind the loading plate along the housing bar, up to a distance of 5 ft (2.5 m) from the center of the loading plate and
one (1) being positioned in front of the loading plate along the bar.
Deflector D9 D1 D2 D3 D4 D5 D6 D7 D8
Offset (in.) -12 0 8 12 18 24 36 48 60
Appendix B
Falling Weight Deflectometer Field Exploration and Testing
AET Project No. 28-20309
Appendix B - Page 2 of 3 AMERICAN ENGINEERING TESTING, INC.
Field testing is performed in accordance with the standard ASTM procedures as described in ASTM D 4695-96,
“Standard Guide for General Pavement Deflection Measurements” and the calibration of our equipment is verified
each year at the Long Term Pavement Performance Calibration Center in Maplewood, MN.
B.2.2 Linear Distance and Spatial Reference System
Distance measuring instrument (DMI) is a trailer mounted two phase encoder system. When DMI is connected to the
Compact15 it provides for automatic display and recording distance information in both English and metric units with
a 1 foot (0.3 meters) resolution and four percent accuracy when calibrated using the provided procedure in the Field
Program.
Spatial reference system is a Trimble ProXH Global Positioning System (GPS) that consists of fully integrated
receiver, antenna and battery unit with Trimble’s new H-Star™ technology to provide subfoot (30 cm) post-processed
accuracy. The External Patch antenna is added to the ProXH receiver for the position of the loading plate. The External
Patch antenna can be conveniently elevated with the optional baseball cap to prevent any signal blockage.
B.2.3 Air and Pavement Temperature Measuring System
A temperature monitoring probe, for automatic recording of air temperature, is an electronic (integrated circuit)
sensing element in a stainless steel probe. The probe mounts on the FWD unit in a special holder with air circulation
and connects to the Compact15. A non-contact Infra-Red (IR) Temperature Transmitter, for automatic recording of
pavement surface temperature only, features an integrated IR-detector and digital electronics in a weather proof
enclosure. The IR transmitter mounts on the FWD unit in a special holder with air circulation and connects to the
Compact15. Both probe and IR transmitter have a resolution of 0.9 ºF (0.5 ºC) and accuracy within ± 1.8ºF (1 ºC) in
the 0 to 158 ºF (-18 to +70ºC) range when calibrated using the provided procedure.
B.2.4 Camera Monitoring System
A battery operated independent DC-1908E multi-functional digital camera with a SD card is used for easy positioning
of the loading plate or recording of the pavement surface condition at the testing locations.
B.3 SAMPLING METHODS
At the project level, the testing interval is set at 0.1 mi. (maximum) or 10 locations per uniform section in the Outside
Wheel Path (OWP) = 2.5 ft ± 0.25 ft (0.76 m ± 0.08 m) for nominal 12 ft (3.7 m) wide lanes. Where a divided roadbed
exists, surveys will be taken in both directions if the project will include improvements in both directions. If there is
more than one lane in one direction the surveys will be taken in the outer driving lane versus the passing lane of the
highway. FWD tests are performed at a constant lateral offset down the test section.
B.4 QUALITY CONTROL (QC) AND QUALITY ASSURANCE (QA)
In addition to the annual reference calibration, the relative calibration of the FWD deflection sensors is conducted
monthly but not to exceed 6 weeks during the months in which the FWD unit is continually testing. The DMI is also
calibrated monthly by driving the vehicle over a known distance to calculate the distance scale factor. The accuracy
of the FWD air temperature and infra-red (IR) sensors are checked on a monthly basis or more frequently if the FWD
operator observes “suspicious” temperature readings.
Some care in the placement of the load plate and sensors is taken by the survey crew, especially where the highway
surface is rutted or cracked, to ensure that the load plate lays on a flat surface and that the load plate and all geophones
lie on the same side of any visible cracks. Liberal use of comments placed in the FWD data file at the time of data
collection is required. Comments pertaining to proximity to reference markers, bridge abutments, patches, cracks, etc.,
are all important documentation for the individual evaluating the data.
Scheduled preventive maintenance ensures proper equipment operation and helps identify potential problems that can
be corrected to avoid poor quality or missing data that results if the equipment malfunctions while on site. The routine
and major maintenance procedures established by the LTPP are adopted and any maintenance has been done at the
end of the day after the testing is complete and become part of the routine performed at the end of each test/travel day
and on days when no other work is scheduled.
Appendix B
Falling Weight Deflectometer Field Exploration and Testing
AET Project No. 28-20309
Appendix B - Page 3 of 3 AMERICAN ENGINEERING TESTING, INC.
B.5 DATA ANALYSIS METHODS
B.5.1 Inputs
The two -way AADT and HCADT are required to calculate the ESALs. The state average truck percent and truck type
distribution are used when HCADT is not provided. The as-built pavement information (layer type, thickness, and
construction year) are required and if not provided, GPR and/or coring and boring is needed.
B.5.2 Adjustments
Temperature adjustment to the deflections measured on bituminous pavements is determined from the temperature
predicted at the middle depth of the pavement using the LTPP BELLS3 model that uses the pavement surface
temperature and previous day mean air temperature. The predicted middle depth temperature and the standard
temperature of 80 degrees Fahrenheit are used to calculate the temperature adjustment factor for deflection data
analysis. Seasonal adjustment developed by Mn/DOT is also used.
B.5.3 Methods
For bituminous pavements, the deflection data were analyzed using the Mn/DOT method for determining the in-place
(effective) subgrade and pavement strength, as well as allowable axle loads for a roadway (Investigation 603) revised
in 1983 and automated with spreadsheet format in 2008. The Mn/DOT method uses Hogg Model for estimating the
subgrade modulus and the Effective GE Equation (Investigation 603) for estimating the effective GE of pavements.
The Mn/DOT method also uses the TONN method for estimating Spring Load Capacity and Required Overlay, as
described in the Mn/DOT publication “Estimated Spring Load-Carrying Capacity”.
For gravel roads, the deflection data were analyzed using the American Association of State Highway and
Transportation Officials’ (AASHTO) method for determining the in-place (effective) subgrade and pavement strength,
as well as allowable axle loads for a roadway as in the AASHTO Guide for Design of Pavement Structures, 1993.
For concrete pavements, the deflection data were analyzed using the FAA methods for determining the modulus of
subgrade reaction (k-value), effective elastic modulus of concrete slabs, load transfer efficiency (LTE) on approach
and leave slabs of a joint, slab support conditions (void analysis) and impulse stiffness modulus ratio (durability
analysis) as in the FAA AC 150/5370-11A, Use of Nondestructive Testing Devices in the Evaluation of Airport
Pavement, 2004.
B.6 TEST LIMITATIONS
B.6.1 Test Methods
The data derived through the testing program have been used to develop our opinions about the pavement conditions
at your site. However, because no testing program can reveal totally what is in the subsurface, conditions between test
locations and at other times, may differ from conditions described in this report. The testing we conducted identified
pavement conditions only at those points where we measured pavement surface temperature, deflections, and observed
pavement surface conditions. Depending on the sampling methods and sampling frequency, every location may not
be tested, and some anomalies which are present in the pavement may not be noted on the testing results. If conditions
encountered during construction differ from those indicated by our testing, it may be necessary to alter our conclusions
and recommendations, or to modify construction procedures, and the cost of construction may be affected.
B.6.2 Test Standards
Pavement testing is done in general conformance with the described procedures. Compliance with any other standards
referenced within the specified standard is neither inferred nor implied.
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Effective Subgrade R-value
AET Project No. 28-20309
Jamaica Avenue ImprovementsCottage Grove, Minnesota0800400
Feet
±
File: 28-20309P-1.mxd Date: 06/26/2020
AMERICANENGINEERINGTESTING, INC
Figure 2Map Reference:
Date: 06/26/2020
Geotechnical Data Report
Legend
!20 - 30
!30 - 40
!40 - 55
Appendix C AET Project No. 28-20309
Ground Penetrating Radar Field Exploration and Testing
GPR Plots
Appendix C
Ground Penetrating Radar Field Exploration and Testing
AET Project No. 28-20309
Appendix C - Page 1 of 3 AMERICAN ENGINEERING TESTING, INC.
C.1 FIELD EXPLORATION
The pavement structural conditions at the site were evaluated nondestructively using Ground Penetrating Radar
(GPR). The description of the equipment precedes the GPR Data and Analysis Results in this appendix.
C.2 EQUIPMENT DESCRIPTION
C.2.1 GSSI GPR Test System
The GPR test system owned by AET is a GSSI Roadscan System that consists of a bumper-mounted, 2 GHz air-
coupled antenna and a SIR-20 control and data acquisition processor, featuring dual channels. The GPR processor,
including a SIR-20 data acquisition system, wheel-mounted DMI (Distance Measuring Instrument), and a tough book
with the SIR-20 Field Program constitutes the newest, most sophisticated GSSI Test System, which fulfills or exceeds
all requirements to meet ASTM-4748, ASTM D-6087 Standards. Figure C1 provides a view of this equipment.
Figure C1 GSSI 2 GHz air-coupled GPR Test System
The GPR antenna emits a high frequency electromagnetic wave into the material under investigation. The reflected
energy caused by changes in the electromagnetic properties within the material is detected by a receiver antenna and
recorded for subsequent analysis. The 2 GHz air-coupled GPR is capable of collecting radar waveforms at more than
100 signals per second, allows for data to be collected at driving speeds along the longitudinal dimension of the
pavements or bridge decks with the antennas fixed at the rear or in front of the vehicle.
The antenna used for Roadscan is the Horn antenna Model 4105 (2 GHz). The 2 GHz antenna is the current antenna
of choice for road survey because it combines excellent resolution with reasonable depth penetration (18-24 inches in
pavement materials). The data collection is performed at normal driving speeds (45-55 mph), requiring no lane
closures nor causing traffic congestion. At this peed the 2 GHz antenna is capable of collecting data at 1-foot interval
(1 scan/foot).
The data were collected at a rate of about 1 vertical scans per foot. Each vertical scan consisted of 512 samples and
the record length in time of each scan was 12 nanoseconds. Filters used during acquisition were 300 MHz high pass
and 5,000 MHz low pass.
In a GPR test, the antenna is moved continuously across the test surface and the control unit collects data at a specified
distance increment. In this way, the data collection rate is independent of the scan rate. Alternatively, scanning can
be performed at a constant rate of time, regardless of the scan distance. Single point scans can be performed as well.
Data is reviewed on-screen and in the field to identify reflections and ensure proper data collection parameters.
Field testing is performed in accordance with the standard ASTM procedures as described in ASTM D 4695-96,
“Standard Guide for General Pavement Deflection Measurements”.
C.2.2 System Calibrations
Horn antenna processing is used to get the velocity of the radar energy in the material by comparing the reflection
strengths (amplitudes) from a pavement layer interface with a perfect reflector (a metal plate). The calibration scan is
obtained with the horn antenna placed over a metal plate at the same elevation as a scan obtained over pavement.
Appendix C
Ground Penetrating Radar Field Exploration and Testing
AET Project No. 28-20309
Appendix C - Page 2 of 3 AMERICAN ENGINEERING TESTING, INC.
The same setting for data collection is used for metal plate calibration. Fifteen seconds are need for jump ing up and
down on the vehicle’s bumper to collect the full range of motion for the vehicle’s shocks. The filename of raw
calibration file is recorded.
Survey wheel is calibrated by laying out a long distance (> 50 feet) with tape measure.
C.2.3 Linear Distance and Spatial Reference System
Distance measuring instrument (DMI) is a trailer mounted two phase encoder system. When DMI is connected to the
SIR-20 it provides for automatic display and recording distance information in both English and metric units with a 1
foot (0.3 meters) resolution and four percent accuracy when calibrated using provided procedure in the Field Program.
Spatial reference system is a Trimble ProXH Global Positioning System (GPS) that consists of fully integrated
receiver, antenna and battery unit with Trimble’s new H-Star™ technology to provide subfoot (30 cm) post processed
accuracy. The External Patch antenna is added to the ProXH receiver for the position of the loading plate. The External
Patch antenna can be conveniently elevated with the optional baseball cap to prevent any signal blockage.
C.2.4 Camera Monitoring System
A battery operated independent DC-1908E multi-functional digital camera with a SD card is used for easy positioning
of the loading plate or of the pavement surface condition at the testing locations.
C.3 SAMPLING METHODS
At the project level, the testing interval is set at 12 scans per foot in the Outside Wheel Path (OWP) = 2.5 ft ± 0.25 ft
(0.76 m ± 0.08 m) for nominal 12 ft (3.7 m) wide lanes at a survey speed of approximately 10 mph. Where a divided
roadbed exists, surveys will be taken in both directions if the project will include improvements in both directions. If
there is more than one lane in one direction the surveys will be taken in the outer driving lane (truck lane) versus the
passing lane of the highway. GPR tests are performed at a constant lateral offset down the test section. When GPR
tests are performed on bridge decks, multiple survey lines are followed transversely at 2-foot spacing between survey
lines.
At the network level, GPR tests on one scan per foot are set to be able to collect data on pavements at driving speeds,
without statistically compromising the quality of the data collected. If GPR tests are for the in situ characterization of
material GPR data will be collected at two scan per foot at slower driving speeds.
C.4 QUALITY CONTROL (QC) AND QUALITY ASSURANCE (QA)
Beside the daily metal plate calibration the DMI is also calibrated monthly by driving the vehicle over a known
distance to calculate the distance scale factor. The GPR will be monitored in real time in the data collection vehicle
to minimize data errors. The GPR units will be identified with a unique number and that number will accompany all
data reported from that unit as required in the QC/QA plan.
Scheduled preventive maintenance ensures proper equipment operation and helps identify potential problems that can
be corrected to avoid poor quality or missing data that results if the equipment malfunctions while on site. The routine
and major maintenance procedures established by the LTPP are adopted and any maintenance has been done at the
end of the day after the testing is complete and become part of the routine performed at the end of each test/travel day
and on days when no other work is scheduled.
To insure quality data, the GPR assessments only took place on dry pavement surfaces, and data was collected in each
wheel path.
C.5 DATA ANALYSIS METHODS
C.5.1 Data Editing
Field acquisition is seldom so routine that no errors, omissions or data redundancy occur. Data editing encompasses
issues such as data re-organization, data file merging, data header or background information updates, repositioning
and inclusion of elevation information with the data.
C.5.2 Basic Processing
Appendix C
Ground Penetrating Radar Field Exploration and Testing
AET Project No. 28-20309
Appendix C - Page 3 of 3 AMERICAN ENGINEERING TESTING, INC.
Basic data processing addresses some of the fundamental manipulations applied to data to make a more acceptable
product for initial interpretation and data evaluation. In most instances this type of processing is already applied in
real-time to generate the real-time display. The advantage of post survey processing is that the basic processing can
be done more systematically and non-causal operators to remove or enhance certain features can be applied.
The Reflection Picking procedure is used to eliminate unwanted noise, detects significant reflections, and records the
corresponding time and depth. It uses antenna calibration file data to calculate the radar signal velocity within the
pavement.
C.5.3 Advance Processing
Advanced data processing addresses the types of processing which require a certain amount of operator bias to be
applied and which will result in data which are significantly different from the raw information which were input to
the processing.
C.5.4 Data Interpretation
The EZ Tracker Layer Interpretation procedure uses the output from the first step to map structural layers and calculate
the corresponding velocities and depths.
C.6 TEST LIMITATIONS
C.6.1 Test Methods
The data derived through the testing program have been used to develop our opinions about the pavement conditions
at your site. However, because no testing program can reveal totally what is in the subsurface, conditions between test
locations and at other times, may differ from conditions described in this report. The testing we conducted identified
pavement conditions only at those points where we measured pavement thicknesses and observed pavement surface
conditions. Depending on the sampling methods and sampling frequency, every location may not be tested, and some
anomalies which are present in the pavement may not be noted on the testing results. If conditions encountered during
construction differ from those indicated by our testing, it may be necessary to alter our conclusions and
recommendations, or to modify construction procedures, and the cost of construction may be affected.
B.6.2 Test Standards
Pavement testing is done in general conformance with the described procedures. Compliance with any other standards
referenced within the specified standard is neither inferred nor implied.
C.7 SUPPORTING TEST METHODS
C.7.1 Falling Weight Deflectometer (FWD)
If the pavement layer moduli and subgrade soil strength are desired the deflection data are collected using a Dynatest
8000 FWD Test System that consists of a Dynatest 8002 trailer and a third generation control and data acquisition unit
developed in 2003, called the Dynatest Compact15, featuring fifteen (15) deflection channels. The new generation
FWD, including a Compact15 System and a standard PC with the FwdWin field Program constitutes the newest, most
sophisticated Dynatest FWD Test System, which fulfills or exceeds all requirements to meet ASTM-4694, ASTM D-
4695 Standards. The system provides continuous data at pre-set spacing.
C.7.2 Soil Boring/Coring Field Exploration
If both pavement thicknesses and subgrade soil types and conditions are desired the shallow coring/boring and
sampling is used. The limited number of coring/boring is necessary to verify the GPR layer thickness data.
C.7.3 Pavement Surface Condition Survey
The type and severity of pavement distress influence the deflection response for a pavement. Therefore, GPR
operators record any distress located from about 1 ft (0.3 m) in front of vehicle to about 30 ft (9 m) ahead. This
information is recorded in the FWD file using the comment line in the field program immediately following the test.
American Engineering Testing, Inc.550 Cleveland Avenue NorthSt. Paul, Minnesota 55114Phone: (651) 659-9001Fax: (651) 659-1379Units: inchesProject: Date:7/1/20AET Job No.:28-20309Test Date:5/22/20Average CV 15th Min. Average CV 15th Min.Road: Section/Grid:S01BP6.4 16% 5.2 4.6 6.8 20% 5.2 4.6From: To:90th StBase4.9 25% 3.8 2.9 7.2 22% 5.4 4.2BP + Base11.3 7% 10.5 9.9 14.0 14% 11.4 9.5GENERAL INFORMATION: GROUND PENETRATING RADARSUMMARY STATISTICSJamaica Avenue Improvements~80' N of US 10/61 WB Exit RampJamaica AvenueNB Inside Lane NB Outside LaneLayer-18.0-16.0-14.0-12.0-10.0-8.0-6.0-4.0-2.00.00.00 0.05 0.10 0.15 0.20 0.25Depth (in)GPR Distance (mi) Ground Penetrating Radar Pavement Thickness SurveyNB BP InsideNB BP OutsideNB Base InsideNB Base Outside90th St SB‐1E. Pt. Douglas Rd.90th St
American Engineering Testing, Inc.550 Cleveland Avenue NorthSt. Paul, Minnesota 55114Phone: (651) 659-9001Fax: (651) 659-1379Units: inchesProject: Date:7/1/20AET Job No.:28-20309Test Date:5/22/20Average CV 15th Min. Average CV 15th Min.Road: Section/Grid:S02BP5.6 7% 5.3 4.6 5.0 10% 4.6 4.2From: To:80th StBase6.3 22% 4.9 3.2 6.9 22% 5.2 3.7BP + Base11.9 11% 10.6 9.0 12.0 14% 9.9 8.4GENERAL INFORMATION: GROUND PENETRATING RADARSUMMARY STATISTICSJamaica Avenue Improvements90th StJamaica AvenueNB Inside Lane NB Outside LaneLayer-18.0-16.0-14.0-12.0-10.0-8.0-6.0-4.0-2.00.00.00 0.20 0.40 0.60 0.80 1.00Depth (in)GPR Distance (mi) Ground Penetrating Radar Pavement Thickness SurveyNB BP InsideNB BP OutsideNB Base InsideNB Base Outside80th stB‐4B‐3B‐2Janero Ave. SIsle Ave. SJasmine Ave SHillside Tr. S90th St80th St
American Engineering Testing, Inc.550 Cleveland Avenue NorthSt. Paul, Minnesota 55114Phone: (651) 659-9001Fax: (651) 659-1379Units: inchesProject: Date:7/1/20AET Job No.:28-20309Test Date:5/22/20Average CV 15th Min. Average CV 15th Min.Road: Section/Grid:S03BP5.2 8% 4.8 4.5 5.7 8% 5.2 4.9From: To:~350' S of 70th StreetBase5.3 22% 4.2 2.4 7.7 25% 5.7 3.5BP + Base10.6 11% 9.3 7.1 13.4 16% 11.1 8.4GENERAL INFORMATION: GROUND PENETRATING RADARSUMMARY STATISTICSJamaica Avenue Improvements80th StJamaica AvenueNB Inside Lane NB Outside LaneLayer-18.0-16.0-14.0-12.0-10.0-8.0-6.0-4.0-2.00.00.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0Depth (in)GPR Distance (mi) Ground Penetrating Radar Pavement Thickness SurveyNB BP InsideNB BP OutsideNB Base InsideNB Base OutsideB‐5B‐6Indian Blvd. S75th St. S80th St. S
American Engineering Testing, Inc.550 Cleveland Avenue NorthSt. Paul, Minnesota 55114Phone: (651) 659-9001Fax: (651) 659-1379Units: inchesProject: Date:7/1/20AET Job No.:28-20309Test Date:5/22/20Average CV 15th Min. Average CV 15th Min.Road: Section/Grid:S01BP6.8 12% 5.9 5.3 6.8 13% 5.9 5.3From: To:90th StBase4.5 24% 3.4 2.4 4.4 30% 3.3 1.8BP +Base11.3 8% 10.5 8.4 11.2 9% 10.2 9.5GENERAL INFORMATION: GROUND PENETRATING RADARSUMMARY STATISTICSJamaica Avenue Improvements~80' N of US 10/61 WB On RampJamaica AvenueSB Inside Lane SB Outside LaneLayer-18.0-16.0-14.0-12.0-10.0-8.0-6.0-4.0-2.00.00.00 0.05 0.10 0.15 0.20 0.25Depth (in)GPR Distance (mi) Ground Penetrating Radar Pavement Thickness SurveySB BP InsideSB BP OutsideSB Base InsideSB Base OutsideB‐11E. Pt. Douglas Rd.90th St
American Engineering Testing, Inc.550 Cleveland Avenue NorthSt. Paul, Minnesota 55114Phone: (651) 659-9001Fax: (651) 659-1379Units: inchesProject: Date:7/1/20AET Job No.:28-20309Test Date:5/22/20Average CV 15th Min. Average CV 15th Min.Road: Section/Grid:S02BP5.5 11% 5.0 4.5 5.5 13% 5.0 4.4From: To:80th StBase5.3 25% 3.9 2.5 6.6 18% 5.5 3.0BP +Base10.9 13% 9.3 7.6 12.2 11% 10.9 7.7GENERAL INFORMATION: GROUND PENETRATING RADARSUMMARY STATISTICSJamaica Avenue Improvements90th StJamaica AvenueSB Inside Lane SB Outside LaneLayer-18.0-16.0-14.0-12.0-10.0-8.0-6.0-4.0-2.00.00.0 0.2 0.4 0.6 0.8 1.0Depth (in)GPR Distance (mi) Ground Penetrating Radar Pavement Thickness SurveySB BP InsideSB BP OutsideSB Base InsideSB Base OutsideB‐8B‐9B‐10Janero Ave. SIsle Ave. SJasmine Ave SHillside Tr. S90th St80th St
American Engineering Testing, Inc.550 Cleveland Avenue NorthSt. Paul, Minnesota 55114Phone: (651) 659-9001Fax: (651) 659-1379Units: inchesProject: Date:7/1/20AET Job No.:28-20309Test Date:5/22/20Average CV 15th Min. Average CV 15th Min.Road: Section/Grid:S03BP5.2 13% 4.7 4.2 5.3 13% 4.7 4.3From: To:~350' S of 70th StreetBase5.2 20% 4.2 2.5 5.9 20% 4.8 3.2BP +Base10.4 11% 9.3 7.4 11.2 12% 9.9 8.4GENERAL INFORMATION: GROUND PENETRATING RADARSUMMARY STATISTICSJamaica Avenue Improvements80th StJamaica AvenueSB Inside Lane SB Outside LaneLayer-18.0-16.0-14.0-12.0-10.0-8.0-6.0-4.0-2.00.00.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0Depth (in)GPR Distance (mi) Ground Penetrating Radar Pavement Thickness SurveySB BP InsideSB BP OutsideSB Base InsideSB Base OutsideB‐7Indian Blvd. S75th St. S80th St.
Report of Geotechnical Exploration
Jamaica Avenue Improvements - Cottage Grove, MN AMERICAN
July 2, 2020 ENGINEERING
AET Report No. 28-20309 TESTING, INC.
Appendix D
Geotechnical Report Limitations and Guidelines for Use
Appendix D
Geotechnical Report Limitations and Guidelines for Use
AET Project. 28-20309
Appendix D – Page 1 of 2 AMERICAN ENGINEERING TESTING, INC
D.1 REFERENCE
This appendix provides information to help you manage your risks relating to subsurface problems which are caused by
construction delays, cost overruns, claims, and disputes. This information was developed and provided by ASFE1, of which, we
are a member firm.
D.2 RISK MANAGEMENT INFORMATION
D.2.1 Geotechnical Services are Performed for Specific Purposes, Persons, and Projects
Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study
conducted for a civil engineer may not fulfill the needs of a construction contractor or even another civil engineer. Because each
geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solely for the client. No one
except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who
prepared it. And no one, not even you, should apply the report for any purpose or project except the one originally contemplated.
D.2.2 Read the Full Report
Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an
executive summary. Do not read selected elements only.
D.2.3 A Geotechnical Engineering Report is Based on A Unique Set of Project-Specific Factors
Geotechnical engineers consider a few unique, project-specific factors when establishing the scope of a study. Typically factors
include: the client’s goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and
configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads,
parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise,
do not rely on a geotechnical engineering report that was:
not prepared for you,
not prepared for your project,
not prepared for the specific site explored, or
completed before important project changes were made.
Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect:
the function of the proposed structure, as when it’s changed from a parking garage to an office building, or from a light
industrial plant to a refrigerated warehouse,
elevation, configuration, location, orientation, or weight of the proposed structure,
composition of the design team, or
project ownership.
As a rule, always inform your geotechnical engineer of project changes, even minor ones, and request an assessment of their
impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not
consider developments of which they were not informed.
D.2.4 Subsurface Conditions Can Change
A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a
geotechnical engineering report whose adequacy may have been affected by: the passage of time; by man-made events, such as
construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctuations. Always
contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing
or analysis could prevent major problems.
1 Geoprofessional Business Association, 1300 Piccard Drive, LL14, Rockville, MD 20850
Telephone: 301/565-2733: www.geoprofessional.org
Appendix D
Geotechnical Report Limitations and Guidelines for Use
AET Project. 28-20309
Appendix D – Page 2 of 2 AMERICAN ENGINEERING TESTING, INC
D.2.5 Most Geotechnical Findings Are Professional Opinions
Site exploration identified subsurface conditions only at those points where subsurface tests are conducted or samples are taken.
Geotechnical engineers review field and laboratory data and then apply their professional judgment to render an opinion about
subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated
in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most
effective method of managing the risks associated with unanticipated conditions.
D.2.6 A Report’s Recommendations Are Not Final
Do not over rely on the construction recommendations included in your report. Those recommendations are not final, because
geotechnical engineers develop them principally from judgment and opinion. Geotechnical engineers can finalize their
recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who
developed your report cannot assume responsibility or liability for the report’s recommendations if that engineer does not perform
construction observation.
D.2.7 A Geotechnical Engineering Report Is Subject to Misinterpretation
Other design team members’ misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk
by having your geotechnical engineer confer with appropriate members of the design team after submitting the report. Also retain
your geotechnical engineer to review pertinent elements of the design team’s plans and specifications. Contractors can also
misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and
preconstruction conferences, and by providing construction observation.
D.2.8 Do Not Redraw the Engineer’s Logs
Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To
prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in
architectural or other design drawings. Only photographic or electronic reproduction is acceptable but recognizes that separating
logs from the report can elevate risk.
D.2.9 Give Contractors a Complete Report and Guidance
Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions
by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical
engineering report, but preface it with a clearly written letter of transmittal. In the letter, advise contractors that the report was not
prepared for purposes of bid development and that the report’s accuracy is limited; encourage them to confer with the geotechnical
engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of
information they need or prefer. A prebid conference can also be valuable. Be sure contractors have sufficient time to perform
additional study. Only then might you be able to give contractors the best information available to you, while requiring them to at
least share some of the financial responsibilities stemming from unanticipated conditions.
D.2.10 Read Responsibility Provisions Closely
Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other
engineering disciplines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims,
and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory
provisions in their report. Sometimes labeled “limitations” many of these provisions indicate where geotechnical engineers’
responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask
questions. Your geotechnical engineer should respond fully and frankly.
D.2.11 Geoenvironmental Concerns Are Not Covered
The equipment, techniques, and personnel used to perform a geoenvironmental study differ significantly from those used to perform
a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings,
conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants.
Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own
geoenvironmental information, ask your geotechnical consultant for risk management guidance. Do not rely on an environmental
report prepared for someone else.
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Figure 1: Location Plan
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9840
7741
7758 993477469796
77649553
775078137790
9892
7799
7815
777096137807
98607818
98707855
79587863
9400
7929782792409134
9499
78709512
8045
9979
8017
8094
8119
8089 8057
9022916591499031
7915
8074
8071 8054 8083
9820
7820 9225 788291779147910390519017
78757860
7992 7995
9042
8046
8104 8077
8106 8115 8106
8152
8146
8144
81388136
8217 82198218 8235823482528219
8100 8122
8158
81198108
8094
8189
817081698175
81608180 8154815181548156
8149 81898156
8132 81368133 8116
8132 812581268127
82368183 8189
8181 8190
8197
8234
9664
81938196
82308270
8068
7638
7615
7594
7517
9484
9855
7725
8094
7940
8279
7723
76507708
9845
9514
9846
8227
8079
8059
7626
7700
7692
8030
9019
7885
9738 7868
7855
7786
9933
8032
7858
7788
9863
9949
9970
7713
7752
9710
8097
8085
8204
7684
7567
7914
9020
7881 9722
9683
7873
7787
7780
7781
9511
7733
7717
8097
80628050 801080058006
7971
9745
7657
7710
7713
7782
8043
8013
9034
80788058
824998148239
8213
94769108
9475
7769
9116
80679063
8016
7986
7933
9489
9477
8241
8164
8113
750890439021
7636
7563
759276047634
7603 758275977594
7593
7572
7617
7662 76127680
7653
7704
7752 98719655962195457721776577557760
7754
7720 7749
96257833
7844
7800
7853
7826
9104
7849
7798
7677
7710
99409906989097649724
9581
7730 9847
7758 7771 77647741
9648
7772
7787
7860
7831 989196519042
7880
9501
7930 9825 79529224919690567946
7840 9715 7940
9291
9235
8001
8086 8038
922792119195913591199055
7970 7967
8041
8072
8052
78139241920791939163 7852903378969498
9058
9055 8079
8102 8109 8088
8093 8090
81718162 8148 8135
8143
82248261
96868207
8095
81188124 81498087
81208111 81188105
8176 8125
81688197
820381648103
81598144
80958119
8127 8089
818282128190
8180
8149
81788218
82158205
9640
8192
8212 8171
8238 825582508233
806780758064 8039
806080538043
809690188139820681268167816681538180819482208125806381128215815281388195906181814
5
6
Cottage Grove
Middle School
H:\COTT\0N1130858\CAD\C3D\FIGR-130858 02_Year Constructed.dwg 1/2/2024 12:21:40 PMR
2024 Pavement Management
City of Cottage Grove
Figure 2A: Year Constructed Prestige Estates
January 2024
LEGEND
NEIGHBORHOOD
BOUNDARY
PAVEMENT DISTRICT/
PROJECT LIMITS
PAVEMENT CORE
PRESTIGE ESTATES 1ST ADDITION
(1990 CONSTRUCTION)
PRESTIGE ESTATES 2ND ADDITION
(1992 CONSTRUCTION)
PRESTIGE ESTATES ON THE PARK
(1994 CONSTRUCTION)
R
FEETSCALE
0 200 400
HORZ.
X
Isle
A
v
e
n
u
e
S
Ivywood Avenue S
Jamaica Avenue S
Jamaica Ave
n
u
e
S
Jam
a
i
c
a
A
v
e
n
u
e
S
80th Street SJa
s
m
i
n
e
A
v
e
n
u
e
S
Janero Avenue S
80th Street S8897
8062
8873
9030
8128821681688196
8381
8280
8395
851485
7
0
85128380856185
6
0
9022
8136824881548232
8320
8264853582968310
8050
8881
8078
8182
8367
85
9
8
8565
8555
8505
8525
8535
8499
8459
8479
8585
8532
8578
8588
8550
8053
8043
8398
8096
9018
8322
8139
8206 8126
8167
8166
8153
818081948220
8315
8266 8248
8443
8358
8125
8420
8063
8280 8112
8215
8152 8138
81958231
8386
8279 8263
8423
8463
8340 8304 8296
8350
9061
8247
8234
818182958409
8140
8260
8321
8920
8143
8230 8120
8915
81298229
8320
8240
8101
8913
81608200
8341
8379
8300
8979
811582158201
8360 8340
8257
8271
8220
8922
8100
8280
8052
8301
8361
8243
8171 8157
8180
8185
8965
8943
8068
8084
9
8
4Ironw
o
od
Ave
n
ue Sout
h
88th Street
C
o
urt S
Ivywood
A
v
e
n
u
e
S
Jamaica A
v
e
n
u
e
S
Jamaica Avenue S
9
0
th
S
t
r
e
e
t
S
Upper 89th Street Circle S
89th Street Court SJ
a
n
e
r
o
C
o
u
r
t
S
8
8
t
h
S
t
r
e
e
t
S
Hi
l
l
s
ide
T
ra
i
l
S
Janero A
v
e
n
u
e
S
8
5
1
4
8570
8845
8853
87718857
87758785
87738787
8789
8
9
2
5
8
9
2
3
8
9
2
1
8915
8907
8905
8837
8945
8951
8
5
6
1
8560
8
5
7
1
8809
8
8
0
5
87838767
8765
8847
8851
8821
8
8
5
9
8817 87778917
8911
8909
8833
8839
8941
8943
8947
8949
8
9
3
3
8
9
2
9
8590
8580
8811
8807
878187798843
8831
8829
8827
8849
8825
8823
8855
87698819
8813
8
9
2
7
8919
8913
8835
8841
8
9
3
5
8937
8939
8
9
3
1
8
9
0
3
8685
8697
8696
8804
8803
8813
8805
8725
8726
8809
8816
8595
8665
8646
8676
8596
8815
8811
8705
8606
8655
8616
8735
8695
8807
8701
8645
8716
8615
8715
8625
8605
8686
8586
8656
8741
8739
8734
8853
8653
8683
8856
8852
8967
8603
8827
8830
8839 8917
8820
8841
8810
8959
8828
8633
8624
8634
8824
8855
8850
8826
8598
8724
8842 8840 8838 8832
8802
8604
8750
8654
8848 8846 8737
8714
8704
8836
8831
8834
8822
8818
8565
8555
8532
85058525
8535
8499
8459
8479
8585
8550
2
10
3
H:\COTT\0N1130858\CAD\C3D\FIGR-130858 02_Year Constructed.dwg 1/2/2024 12:21:48 PMR
2024 Pavement Management
City of Cottage Grove
Figure 2B: Year Constructed Jamaica Avenue
January 2024
LEGEND
NEIGHBORHOOD BOUNDARY
PAVEMENT CORE
1993 RECLAIM & PAVE
(1972 CONSTRUCTION)
1993 1-1/2" OVERLAY
(1981 CONSTRUCTION)
FEETSCALE
0 100 200
HORZ.
R
RX
||||||||||||||||||||||||||||||||||||||||||Janero Avenue SJasmine Avenue S81st Street S
Upper 81st Street S
80th Street S
79th Street S
Jeffrey Avenue SJeffrey Lane SJeffrey Avenue S78th Street S
Janero Avenue S78th Street CourtJ
a
sm
in
e
A
v
en
u
e
SJaner
o
A
v
e
n
u
e
S
Janero Court SJensen Avenue SJe
f
f
re
y
A
v
enu
e
S
80th Street S 80th Street S
Jensen Ave SJewel Ave SJocelyn Avenue S
Jocelyn Avenue SJol
iet
Avenue
S
J
o
l
i
e
t
A
v
e
n
u
e
SJody Avenue SJohansen Avenue S82nd Street S 82nd Street S82nd Street S Keats Avenue S7
8
t
h
S
t
r
e
e
t
S
77th Street S
Joliet Avenue SJonathan Avenue S78th Street S77th Street S
77th Street Court SJorgensen Ave SJ
o
r
g
e
n
s
e
n
C
i
r
c
l
e
SJorgensen Court SJ
o
c
e
l
y
n
A
v
e
S
Jenner Ave S7
9
t
h
S
t
r
e
e
t
S
7668
7622
7618
7805
7775 7786
7812
7737
8019
8036
7978
8228
8102
9503
7801
7795
7789
7776
8087
8071
7507
7729
7750
8054
80298033 8044
8021
80248011
959395779543
9859
7837 9921
9851
7774
7745
7752
77217701
8187
8065
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8023
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7795
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9698
7557
8237
7929
9478
9128
9910
9578
7696
8063
8055
8057
8026
9569 98057898
9694
7796
9895
9585
9614
8022
8065
7792
98677797
7779 7742
9636
7722 7667
8056
8050 8032
7547
80089064
7927
9528
79097809
7794
8226
9758
9001
7602
7629
76227691
7586
7555
7564
76077642
7572
7676 7679
7632
7765 7773 993799177731
77107753
9556
7757
7760
96447747
7823
98829639
9830
9869
7878 9881
7869 96697799
7740
7730 9538
7746
99209874985897809748
7751
7743777177819569
7821
776577649597 98989630
98889656
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7820
7831
77897790 7848
7953 7964
9582
9208918091669150912091069032 9729 9833
9841
8029
8057
800080078008
9223
8063
8097
8092
8082 8107
91799105
8080 8086 8083
8051
9853913391179865
7959
9243
80029038
8135
8115 8083
8123
8090 8099
8168
8097
8145 8139
81718144
81538135
8241 82628247
8121 8122
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8083
81618169 81688171
8157 815381598175
8146 8130 8167
8131 8137
818881918228
820682108244 8212
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99339887823396579635
8229
8223
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7696
7654
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77487756
9707
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7742
98269592
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8020
9813
9535
7890
8182
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9112
7762 7726
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8076
8045
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7562
7706
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7860
7878
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78287783
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7702
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7610
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9819
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9067
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7701 7684
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7526
7587
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95237711
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7828
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7815
777096137807
98607818
98707855
79587863
9400
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9499
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8045
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9820
7820 9225 788291779147910390519017
78757860
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8217 82198218 8235823482528219
8242 99759947
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7840 9715 7940
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9235
8001
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922792119195913591199055
7970 7967
8041
8072
8052
78139241920791939163 7852903378969498
9058
9055 8079
8102 8109 8088
8093 8090
81718162 8148 8135
8143
82248261
96868207
9959
8095
81188124 81498087
81208111 81188105
8176 8125
81688197
820381648103
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8180
8149
81788218
82158205
9640
8192
8212 8171
991198519789968196799611
8238 825582508233
806780758064 8039
8060
Prestige Estates
1st Addition
Prestige Estates
On The Park
P
r
e
s
t
i
g
e
E
s
t
a
t
e
s
2
n
d
A
d
d
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81958232
82319026
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906182348182
8181EEEEEEEEE E
E
EEEEEE
E
E
E E
Cottage Grove
Middle School
H:\COTT\0N1130858\CAD\C3D\FIGR-130858 03_Street and Lighting.dwg 1/2/2024 12:22:04 PMR
2024 Pavement Management
City of Cottage Grove
Figure 3A: Street and Lighting Improvements Prestige Estates
January 2024
LEGEND
PAVEMENT DISTRICT/
PROJECT LIMITS
FULL PAVEMENT REPLACEMENT
WITH FULL CURB REPLACEMENT
REPLACE STREET LIGHTING WIRE
WITH NEW CONDUIT AND WIRE
R
FEETSCALE
0 200 400
HORZ.
E
Isle
A
v
e
S
Ivywood Ave S
Ivyw
o
o
d
A
v
e
n
u
e
S 80th Street SJa
s
m
i
n
e
A
v
e
n
u
e
S
Janero Avenue S
81st Street SJamaic
a
A
v
e
S
Jamaica Ave S 88658873889188578900EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E
E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
MEEEEEEEEEEEEEEEEEE8140 88658053
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8904
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8230
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8120
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8166
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8153
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81808194
8229
8220
8320
8315
8323
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8240
8248
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8498
8556
8906
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8101
8913
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8380 88918420
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8303
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8300
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8360
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8340
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8220
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8180
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8555
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8525
8535
8499
8459
8479
8585
8532
8578
8588
8550Ironw
o
o
d
Ave
n
ue S88th Street
C
o
urt S
9
0
t
h
S
t
r
e
e
t
S
8
9
t
h
S
t
r
e
e
t
C
i
r
c
l
e
S
Upper 89th Street Circle S
J
an
e
ro
Cou
r
t
S
Ivywood Ave S
Hil
l
s
id
e
T
r
a
i
l
S
Janero
A
v
e
n
u
e
S
Jamaica Avenue S
Jamaic
a
A
v
e
S
8
9
2
2
8
5
1
4
8
5
1
2
8
5
7
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5
3
5
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8
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8
5
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1 EEMEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE8741
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8
5
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4
8
5
7
0
8696
8804
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8
7
8
5
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8810
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8
5
1
2
8959
8828
8633
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8725
8726
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8816
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8855
8850
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8826
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8724
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8676
8
5
7
1
8
5
3
5
8842 8840 8838 8832
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8
5
9
0
8604
8596
8750
8815
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8701
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8737
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5
8
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8
5
8
0
8836
8831
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9
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3
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9
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8839
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8943
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9
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3
8
9
2
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8811
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8831
8829
8827
8849
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8
9
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H:\COTT\0N1130858\CAD\C3D\FIGR-130858 03_Street and Lighting.dwg 1/2/2024 12:22:20 PMR
2024 Pavement Management
City of Cottage Grove
Figure 3B: Street and Lighting Improvements Jamaica Avenue
January 2024
LEGEND
MILL & OVERLAY
REPLACE STREET LIGHTING WIRE
WITH DIRECTIONAL DRILLING
RECENTLY REPLACED LIGHTING
WIRE
LUMINARY REPLACEMENT
30 FT LIGHT POLE REPLACEMENT
FEETSCALE
0 100 200
HORZ.
R
RE
E
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Cottage Grove
Middle School
H:\COTT\0N1130858\CAD\C3D\FIGR-130858 04_Utility Improvements.dwg 1/2/2024 12:22:39 PMR
2024 Pavement Management Project
City of Cottage Grove
Figure 4A: Utility Improvements Prestige Estates
January 2024
R
FEETSCALE
0 200 400
HORZ.
NOTE:
1.ALL MANHOLE STRUCTURES WILL BE ADJUSTED
AND ALL ADJUSTMENT RINGS WILL BE REPLACED.
2.ALL CATCH BASIN STRUCTURES WILL BE
EVALUATED FOR EITHER REPLACING OR
PATCHING ALL ADJUSTMENT RINGS.
LEGEND
STORM SEWER:
REPLACE STORM SEWER PIPE
STORM SEWER:
PATCH STRUCTURE
(WALL, INVERT, OR DOGHOUSE)
STORM SEWER:
LINE STRUCTURE
WATER MAIN:
EXTEND HYDRANT BARREL
SANITARY SEWER:
REPLACE CONE SECTION
SANITARY SEWER:
ADD BARREL SECTION
SANITARY SEWER:
PATCH STRUCTURE
(WALL, INVERT, OR DOGHOUSE)
SANITARY SEWER:
LINE SANITARY SEWER PIPE OR WYE
STORM SEWER:
RECONSTRUCT INVERT OR DOGHOUSE
STORM SEWER:
LINE STORM SEWER PIPE
STORM SEWER:
RIP RAP FAILURE
STORM SEWER:
ADD BARREL SECTION
SANITARY SEWER:
LINE STRUCTURE
SANITARY SEWER:
RECONSTRUCT INVERT OR DOGHOUSE
STORM SEWER:
PATCH STORM SEWER PIPE
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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88th
Str
e
et
C
o
urt
S
Jamaica Ave S
Ivywood Avenu
e
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Jamaica Aven
u
e
S
Jamaica Avenue S
90th
S
t
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th
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S
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t
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th
S
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ro
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r
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A
v
e
S 82nd Street Court83rd Street CourtIvywood Ave S
Jamaica Avenue S
Jamaica Avenue S
Ivyw
o
o
d
A
v
e
n
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S 80th Street SJa
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m
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81st Street SJamaica A
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n
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S
H:\COTT\0N1130858\CAD\C3D\FIGR-130858 04_Utility Improvements.dwg 1/2/2024 12:22:59 PMR
2024 Pavement Management Project
City of Cottage Grove
Figure 4B: Utility Improvements Jamaica Avenue
January 2024
NOTE:
1.ALL MANHOLE STRUCTURES WILL BE ADJUSTED
AND ALL ADJUSTMENT RINGS WILL BE REPLACED.
2.ALL CATCH BASIN STRUCTURES WILL BE
EVALUATED FOR EITHER REPLACING OR
PATCHING ALL ADJUSTMENT RINGS.
FEETSCALE
0 100 200
HORZ.
LEGEND
STORM SEWER:
REPLACE STORM SEWER PIPE
STORM SEWER:
PATCH STRUCTURE
(WALL, INVERT, OR DOGHOUSE)
STORM SEWER:
LINE STRUCTURE
STORM SEWER:
REPLACE STRUCTURE
STORM SEWER:
RECONSTRUCT INVERT OR DOGHOUSE
STORM SEWER:
LINE STORM SEWER PIPE
STORM SEWER:
PATCH STORM SEWER PIPE
RR
SEE BELOWSEE ABOVESTORM SEWER:
ADD BARREL SECTION
Jamaica Avenue SIvywood Avenue SJamaica Avenue SJanero Avenue SJasmine Avenue S81st Street S
Upper 81st Street S
80th Street S
79th Street S
Jeffrey Avenue SJeffrey Lane SJeffrey Avenue S79th Street S
78th Street S
Janero Avenue S78th Street CourtJ
a
sm
in
e
A
v
enu
e
SJaner
o
A
v
e
n
u
e
S
Janero Court SJensen Avenue SJeffre
y
A
v
e
n
u
e
S
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f
f
re
y
A
venue
S
80th Street S 80th Street S
Jensen Avenue SJewel Avenue SJocelyn Avenue S
Jocelyn Avenue SJocelyn Avenue S7
9
t
h
S
t
r
e
e
t
SJenner Avenue SJoliet Avenue SJ
o
l
i
e
t
A
v
e
n
u
e
S
Jody Avenue SJohansen Avenue S82nd Street S 82nd Street S82nd Street S Keats Avenue S7
8
t
h
S
t
r
e
e
t
S
77th Street S
Joliet Avenue SJonathan Avenue S78th Street S77th Street Court SJorgensen Ave SJ
o
r
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e
n
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e
n
C
i
r
c
l
e
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7789
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8087
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7774
7745
7772 7752
77217701
8187
8065
8033
8023
7961
9005
9497
7795
8084
9698
7650
7929
7955
9478
91287895
9578
7696
8063
8055 8057
8026
9569
7667
9694
7796
9585
9614
8022
8096 8065
8920
7792
7797
7779 7742
9636
7722 7667
9018
8056
80508873
8032
7685
800890649030
9528
79097809
7794
8226
8128
76227691
7676 767976327631
7632
7765 77737731
9556
7757
7760
96447747
7823 9639
7878
7869 96697799
7740
7740
7730 9538
7757 77467758
7751
7781 9569
7821
7829 7764 9597 9630
9656
7831
77897790 7848
7953
9582
9208918091669150912091069032 9729
8029 8057
800080078008
9223
8063
8097
8092
8082
8965
91799105
8080 8086 8083
8051
91339117
7959
9243
80029038
8115
8090 8099
8168
8097
8145 81398143815381358139
8216
8206
82628247
81218126 8122 8083
8120
816181688167816981668915 8171
8157 8153815981538175
8146
81318129 8137
8188819181808228
8206821081968244 82128194
9622
8229 8233 96579635
8229
8223
8220
77487756
9707
7847
7774
7742
9592
8072
8020
9535
8182
7734
9556
7914
9491
7868 9112
7762 7726
8205 8198
8193
8101
8076
8045
9733
8913
8209
7720
7704
7706
8044
80378034
8018
9122
8125
80968078
7705
8013
7880
7766
8160
8081
8200
8288
8194
8136
8123
7860
7799
78287783
7852
7737
7707
7702
8080
8048907180688063
77357722
7714
7703
7791
7784
7790
7720
7741
9600
7901
8093
8253
7777
8085
8069
80728053
7754
7688
7997 7988
8216 9704
8122
7701 7684
7667
7768
7748
95237711
7775 7744
7753
97029666
9156
7828
7885
7867
9132
7741
7739
7758 7746
77649553
77907799
7815
96137807
7818
7855
79587863
9400
7929782792409134
9499
78709512
8045
8017
80948089 80579022
8979
8943
916591499031
7915
8074
8071 8054
7820
922591779147910390519017
7992 7995
9042
8046
8115 81048112 8077
8106 8115 8106
8152
8146
8144
8138
8136
8215 8217 821982158218 82358234825282198201
8100
8158
81198108
8094
8189
817081698175
81608180 8154815181548156
8149
8152
8138 8132 81368133 8116
8132 812581268127
82368183 8189
8181
81978195
8234
9664
81938196
82328231 9617
82308270
8068
9484
7899 7862
7788
7725
8094
7940
8279
7723
76507708
7900
9514
8227
8079
8059
8220
7700
7692
8030
9019
7786
8100
8032
7788
7836
7713
7752
9710
8097
80859026
8204
7684
7914
9020
7881 9722
9683
7873
7787
7780
7781
9511
7733
7717
8097
8062
8084
8052
8050
801080058006
7657
7710
7713
7649
7782
8043
80138881
9034
8078
8058
8248
8239
8213
7883 94769108
9475
7769
9116
80679063
8016
7703
7933
9489
9477
8241
8164
8113
7617
7662 76127680
7704
7752 96559621
7793
95457721776577557760
7754
7720 7749
96257833
7844
7800 7826
9104 7849
7798
7721
7677
7710
9724
9581775877717764
7811 7741
9648
7772
7860
96519042
7880
9501
7930922491969056
7840 9715
9291
9235
8001
8086
922792119195913591199055
7970 7967
8041
8072
8052
78139241920791939163 7852903378969498
90589061
9055 8079
8102 8109 8088
8093
8090
81718162 8148 8135
8143
82248261
96868207
8095
81188124
81208111 81188105
8171 8176 8125
81688197 8164
8157
8103
81598144
80958119
8127 8089
818281818180
8190
8180
8149
81788218
82158205
9640
8192
8212
8185
8171
96799611
8238 825582508233
806780758064 8039
8060
7618
7507
7506
7557
7547
90017523
76027613
7629
7586
7555
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75647558
76077642
7577
7572
7602
7562
7610
9067
7614
7597
755075327533
7526
7587
7577
7573
76077652
7637
7594
7517
7626
7567
7526 750890439021
7636
75637559
75927604
75957596 7634
7603 758275977594
7578 7593
7572
7653
7978
9859
9921
9851
7886
7881
9910
98057898
9895
9867
7927
99379917
9882
9830
9869
9881
992098749858
7743
7765 9898
9888
9850 9885
7964
9833
9841
9853
9865
9826
9813
7890
9800
7998
7935
9954
7721
98429810
9801
7919
9819
992999039889
7801
9840
9934
9892
9860
9870
9820 7882
7875
9855
9845
7885
7868
9933
7858
9863
9949
9970
7971
9745 7986
9871
7853
994099069890
9847
7787
7831 9891
9825 7952
7946
7940
7837
77107753
7771
7820
7878
7792
7840
77507813
7770
7860
9738
7855
7730
978097489764 9796
8237
8107
8135
8123
8171
8167
8095
8215
8119
8083
8189
8249
8149
8203
82289772
9758
8144
8168
8130
9742
9766
9726
9828
9738
8122
8156
8190
98469814
8212
8083
8087
Cottage Grove
Middle School
Prestige Estates
1st Addition
Prestige Estates
On The Park
Prestige Estates2nd AdditionH:\COTT\0N1130858\CAD\C3D\FIGR-130858 05_Assessable Parcels.dwg 1/2/2024 12:23:11 PMR
2024 Pavement Management Project
City of Cottage Grove, MN
Figure 5A: Assessable Parcels Prestige Estates
January 2024
R
FEETSCALE
0 200 400
HORZ.
LEGEND
SINGLE FAMILY RESIDENTIAL
CITY PROPERTY
1
City Council Action Request
7.J.
Meeting Date 1/17/2024
Department Public Works
Agenda Category Action Item
Title South District Street & Utility Improvements – Phase 2: Approve
Plans & Specifications and Establish Bid Date
Staff Recommendation Adopt Resolution 2024-009 approving the plans and specifications
and establishing a February 8, 2024 bid date for the South District
Street & Utility Improvements – Phase 2.
Budget Implication $4,102,216.40 - Area Funds, Utility Funds, Park Trust Funds, Assessments, EDA Funds
Attachments 1. South District Phase 2 CC Memo
2. South District Phase 2 Resolution
3. South District Phase 2 Plans & Specs
To: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
From: Crystal Raleigh, P.E., Assistant City Engineer
Date: January 10, 2024
Re: South District Street & Utility Improvements – Phase 2: Approve Plans &
Specifications and Establish Bid Date
Background
The City had been working with several property owners interested in selling their properties
south of 100th Street for residential development, along with potential developers of the land.
Currently, the area south of 100th Street has only one public road access on Ideal Avenue. Per
the fire code, when more than 30 new housing units are built, a secondary access is required.
To facilitate this, the City began work on a new collector roadway, following the comprehensive
plan. This includes the extension of Hadley Avenue, along with the realignment of 100 th
Street. As this new roadway alignment serves multiple properties, it is being built as a City
project through the 429 process with assessments to the benefitting parcels.
On June 2, 2021, the City Council authorized the preparation of a feasibility report for 105th
Street from Ideal Avenue to Hadley Avenue . Since that time, the project has been titled South
District Street & Utility Improvements; however, it follows the same scope of work as included
in the original approval. On March 16, 2022, the City Council approved the feasibility report
Honorable Mayor, City Council, and Jennifer Levitt
South District Street & Utility Improvements – Phase 2
Approve Plans & Specifications and Establish Bid Date
January 10, 2024
Page 2 of 2
and authorized the preparation of plans & specifications , which were subsequently approved
by the City Council on May 4, 2022. Bids for the project were opened on May 26, 2022. Ease -
ment agreements were approved, and the project was awarded on June 1, 2022.
In August, 2022, Council approved Change Order No. 1 for the South District Street and Utility
project to allow flexibility in the scope of work to be completed in 2023 due to changes in
developer interest of the adjacent parcels. The change order set a deadline of March 31, 2023 ,
for the City to determine the final scope of work for the 2023 construction season or to com -
pletely cancel the remaining portion of the contract for convenience as allowed by the contract
documents. On March 7, 2023, the Council canceled the remaining portion of the contract.
The final scope of work completed in the 2023 construction season included installation of
sanitary sewer, watermain, and storm sewer.
The remaining scope of work for the project consists of street construction including the road-
way storm sewer system, some utility connections, lighting, landscaping, sidewalk, and trail.
Discussion
Plans and Specifications
Plans and specifications have been prepared for the remaining scope of work in accordance
with City standards and specifications. The engineer’s estimate for the construction of the im -
provements is $4,102,216.40. The costs outlined for the specific improvements correspond
with the feasibility report.
Bid Date
A bid date of February 8, 2024, at 9:00 a.m. will provide ample time to give required notification
to contractors.
Recommendation
It is recommended the City Council adopt Resolution 2024-009 approving the plans and speci-
fications and establishing a February 8, 2024 bid date for the South District Street & Utility
Improvements – Phase 2.
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-009
RESOLUTION APPROVING THE PLANS AND SPECIFICATIONS
AND ESTABLISHING A BID DATE FOR THE
SOUTH DISTRICT STREET & UTILITY IMPROVEMENTS PROJECT – PHASE 2
WHEREAS, plans and specifications have been prepared in accordance with the
City Standards and Specifications for the South District Street & Utility Improvements
Project – Phase 2; and
WHEREAS, a bid date has been established for February 8, 2024; 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 establishes a bid date of February 8, 2024, for the South District Street & Utility
Improvements Project – Phase 2.
Passed this 17th day of January, 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
Plot Date: 01/10/2024 - 12:38pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G001.dwgXrefs:, Metro_Street_2D, Metro_Street_1D, Metro_Street_1C, Metro_Street_2C, CottageGrove_CityTHE 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.SIGNATURE
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
DATE
PRINTED NAME LIC. NO.
SHEET 1 OF 158
APPROVED: COTTAGE GROVE PUBLIC WORKS DIRECTOR/CITY ENGINEER
DAVID R. SANOCKI 40973
SOUTH DISTRICT STREET & UTILITY IMPROVEMENTS - PHASE 2
CONSTRUCTION PLAN FOR:AGGREGATE BASE, BITUMINOUS PAVEMENT, CONCRETE CURB AND GUTTER, STORM SEWER,
WATER MAIN, LIGHTING, AND ADA IMPROVEMENTS.
LOCATED ON HADLEY AVENUE
CITY OF COTTAGE GROVE, MINNESOTA
FROM 105TH STREET TO
N
SCALES
800'1600'0
Horizontal Scale In Feet
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS
DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02,
ENTITLED "STANDARD GUIDELINES FOR THE COLLECTION AND
DEPICTION OF EXISTING SUBSURFACE UTILITY DATA.
INDEX MAP
25'50'0
Horizontal Scale In Feet
PLAN VIEW
10'20'0
Horizontal Scale In Feet
PROFILE VIEW
DESIGNATION
FUNCTIONAL CLASS
NO. OF TRAFFIC LANES
NO. OF PARKING LANES
DRIVING LANE WIDTH
SHOULDER WIDTH
R-VALUE
20 YEAR ESALS
ADT (PRESENT YEAR) 2022
ADT (FUTURE YEAR) 2042
HCADT (FUTURE YEAR) 2042
DESIGN SPEED
DESIGN LOAD
DESIGN SPEED BASED ON
STOPPING SIGHT DISTANCE:
HEIGHT OF EYE = 3.5 FT
HEIGHT OF OBJECT = 2.0 FT
DESIGN SPEED NOT ACHIEVED AT:
URBAN
MINOR ARTERIAL
2
0
12'
N/A
XX
4,768,000
12,900
16,700
8.6%
40 MPH
10 TON
DESIGN DESIGNATION 100TH STREET S.
100TH STREET
--- GOVERNING SPECIFICATIONS ---
THE CITY OF COTTAGE GROVE "STANDARD SPECIFICATIONS FOR UTILITY AND STREET CONSTRUCTION"
SHALL GOVERN.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES" (MN MUTCD), INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE
LAYOUTS."
HORIZONTAL DATA
WASHINGTON COUNTY COORDINATE SYSTEM
DATUM: NAD83, 1996 ADJUSTMENT
UNITS: US SURVEY FOOT
VERTICAL DATA
DATUM: NGVD88
DATE
PROJECT LOCATION
0.862
0.000
0.000
0.862
GROSS LENGTH
BRIDGE LENGTH
EXCEPTION LENGTH
NET LENGTH
FEET
FEET
FEET
FEET
MILES
MILES
MILES
MILES
LENGTH AND DESCRIPTION BASED ON:HADLEY ALIGNMENT
PROJECT LOCATION
CITY: COTTAGE GROVE
COUNTY:WASHINGTON
DISTRICT:METRO
STANTEC PROJECT NO. 193806597
800'1600'0
Horizontal Scale In Feet
DESIGNATION
FUNCTIONAL CLASS
NO. OF TRAFFIC LANES
NO. OF PARKING LANES
DRIVING LANE WIDTH
SHOULDER WIDTH
R-VALUE
20 YEAR ESALS
ADT (PRESENT YEAR) 2022
ADT (FUTURE YEAR) 2042
HCADT (FUTURE YEAR) 2042
DESIGN SPEED
DESIGN LOAD
DESIGN SPEED BASED ON
STOPPING SIGHT DISTANCE:
HEIGHT OF EYE = 3.5 FT
HEIGHT OF OBJECT = 2.0 FT
DESIGN SPEED NOT ACHIEVED AT:
RURAL
MINOR ARTERIAL
2
0
12'
6'
XX
385,000
3,000
4.370
4.3%
40 MPH
10 TON
DESIGN DESIGNATION 103RD STREET S.
DESIGNATION
FUNCTIONAL CLASS
NO. OF TRAFFIC LANES
NO. OF PARKING LANES
DRIVING LANE WIDTH
SHOULDER WIDTH
R-VALUE
20 YEAR ESALS
ADT (PRESENT YEAR) 2022
ADT (FUTURE YEAR) 2042
HCADT (FUTURE YEAR) 2042
DESIGN SPEED (105TH TO 100TH)
DESIGN SPEED (100TH TO 95TH)
DESIGN LOAD
DESIGN SPEED BASED ON
STOPPING SIGHT DISTANCE:
HEIGHT OF EYE = 3.5 FT
HEIGHT OF OBJECT = 2.0 FT
DESIGN SPEED NOT ACHIEVED AT:
URBAN
MAJOR COLLECTOR
3
0
12'
N/A
XX
193,000
1,500
1,900
4.3%
30 MPH
40 MPH
10 TON
DESIGN DESIGNATION HADLEY AVENUE S.
LOCATED ON 1OOTH/103RD STREET FROM 500' WEST HADLEY AVENUE TO HAMLET AVENUE
HADLEY AVENUE S.
STA. 509+14
BEGIN CONSTRUCTION
4552.00
0.00
0.00
4552.00
0.508
0.000
0.000
0.508
GROSS LENGTH
BRIDGE LENGTH
EXCEPTION LENGTH
NET LENGTH
FEET
FEET
FEET
FEET
MILES
MILES
MILES
MILES
LENGTH AND DESCRIPTION BASED ON:100TH - 103RD ALIGNMENT
2680.00
0.00
0.00
2680.00
100TH ST S.
STA. 1108+80
END CONSTRUCTION
RURAL
MINOR ARTERIAL
2
0
12'
6'
XX
385,000
3,000
4,370
4.3%
40 MPH
10 TON
01-04-2024
HADLEY AVENUE S.
STA. 554+66
END CONSTRUCTION
103RD STREET S.
STA. 1082+00
BEGIN CONSTRUCTION
HADLEY AVENUE S.
HADLEY AVENUE S. PERMANENTLY REMOVED
FROM 100TH STREET S. TO 103RD STREET S.
100TH STREET S. PERMANENTLY REMOVED
FROM HAYWARD AVE S. TO HADLEY AVENUE S.
100TH STREET S.
COMMENTS DATE
INDEX
SHEET NO.SHEET DESCRIPTION
1 TITLE SHEET
2 LEGEND
3 GENERAL LAYOUT
4 STATEMENT OF ESTIMATED QUANTITIES
5 TABULATIONS
6 SOILS AND CONSTRUCTION NOTES
7 -9 TYPICAL SECTIONS
10 -15 CONSTRUCTION DETAILS
16 -23 STANDARD PLANS
24 STAGING PLAN
25 -29 TEMPORARY TRAFFIC CONTROL
30 -32 ALIGNMENT PLAN AND TABULATIONS
33 -40 INPLACE TOPOGRAPHY, UTILITIES AND REMOVAL PLAN
41 -55 CONSTRUCTION PLAN AND PROFILE
56 -63 SURFACING PLAN
64 -72 ADA PLAN
73 -75 SANITARY SEWER & WATER MAIN PLAN AND PROFILE
76 -82 DRAINAGE PLAN AND PROFILES
83 GRADING PLAN
84 -86 STORM WATER POLLUTION PLAN
87 -95 EROSION CONTROL PLAN
96 -104 TURF ESTABLISHMENT PLAN
105 -108 LANDSCAPING PLAN
109 -113 LIGHTING PLAN
114 -125 SIGNING AND PAVEMENT MARKING PLAN
126 -158 CROSS SECTIONS
THIS PLAN CONTAINS 158 SHEETS
BCM
CON
FLAG
GRILL
H
CP
DW
Y
OHWM
PED
E
PIV
SAMPLING
WELL
ROCK
RR
RR GATE
SEP
SEPTIC
VENT
SEPTIC
G-PIPE
SPRINKLER
IVB
G-SER
S-SER
ST-SER
W-SER
TOWER
ELEC
TEST
PIT
TRAN
GAS
SAMPLING
WELL
WELL
BS
JLM
M
TS
BM
BENCH
MAIL
S
CONTROL
G
U
PROPANE
TANK
G-REG
R/W
POST
LO
CTV
CO
LS
G
E
S
?
W
TRASH
C
DH
S R
G-VENT
C
C GPS CONTROL POINT
JUDICIAL LAND MONUMENT
MONUMENT COMPUTED
ROW MONUMENT
ROW MARKER POST
SECTION CORNER
TRAVERSE CONTROL POINT
EXISTING TOPOGRAPHIC SYMBOLS
SURVEY LINES
FM FM FM
>>>>
>>>>>>>>>
>>>>>>>>
l l l l
l l l l l l l l l
EXISTING UTILITY LINES
SURVEY SYMBOLS
BACKSIGHT CONTROL POINT
MONUMENT IRON FOUND
MONUMENT IRON SET
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l l l l
l l l l l l l l l
NEW UTILITY LINES
CONCRETE CURB AND GUTTER
GRADING INFORMATION
952
950
952
950
BENCH MARK LOCATION
1:4
AERIAL CONTROL POINT
>>>>
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN
WATER SERVICE
PIPE CASING
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l l l l
l l l l l l l l l
FUTURE UTILITY LINES
>>>>
EXISTING TOPOGRAPHIC LINES
CTV-A CTV-A CTV-A
CTV-B CTV-B CTV-B
CTV-C CTV-C CTV-C
CTV-D CTV-D CTV-D
FO-A FO-A FO-A
FO-B FO-B FO-B
FO-C FO-C FO-C
FO-D FO-D FO-D
E-A E-A E-A
E-B E-B E-B
E-C E-C E-C
E-D E-D E-D
G-A G-A G-A
G-B G-B G-B
G-C G-C G-C
G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES
STORM SEWER CATCH BASIN
STORM SEWER BEEHIVE CATCH BASIN
STORM SEWER FLARED END SECTION
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
NEW TOPOGRAPHIC SYMBOLS
SANITARY CLEANOUT
BOLLARD
SANITARY OR STORM LIFT STATION
RIP RAP
OHP OHP OHP
C-A C-A C-A
C-B C-B C-B
C-C C-C C-C
C-D C-D C-D
DRAINAGE FLOW
BENCH
BUSH DECIDUOUS
CATCH BASIN BEEHIVE
CURB BOX
CATCH BASIN
CONTROL BOX SIGNAL
CLEAN OUT (SEWER)
SEPTIC DRAIN FIELD
DRINKING FOUNTAIN
ENERGY DISSIPATER
STORM SEWER APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
LOOP DETECTOR
LIGHT YARD
MAIL BOX
MANHOLE-HEAT
MANHOLE-POWER
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATIONS
MANHOLE-UNKNOWN
METER POWER
METER GAS
ORDINARY HIGH WATER MARK
PEDESTRIAN PUSH BUTTON
PEDESTAL POWER
PEDESTAL COMMUNICATIONS
POST INDICATOR VALVE
PARKING METER
POLE-COMMUNICATIONS
POLE-GUY
POLE-LIGHT
POLE-POWER
POLE-UTILITY
POST
PICNIC TABLE
PROPANE TANK
SAMPLING WELL
ROCK
RR SIGNAL CONTROL BOX
RR CROSSING GATE
RR SIGNAL
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SEPTIC TANK
SEPTIC VENT
SIGN
STAND PIPE GAS
SPIGOT WATER
SPRINKLER HEAD
SPRINKLER VALVE BOX
STUMP
SERVICE-SANITARY SEWER POINT ON LINE
SERVICE-WATER POINT ON LINE
TELEPHONE BOOTH
TRANSMISSION TOWER ELECTRIC
TEST PIT LOC
TRANSFORMER POWER
TREE DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE GAS
VALVE
WETLAND
WELL-WATER
TREE-CONIFEROUS
TREE-FRUIT
GUY WIRE
LIFT STATION WET WELL
LIFT STATION DRY WELL
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
BARRICADE PERMANENT
BURIAL CONTROL MONUMENT
BUILDING LOWEST OPENING
COLUMN
CULVERT END
WELL-MONITORING
OUTLET CONTROL STRUCTURE
SERVICE-GAS POINT ON LINE
SOIL BORING
MAIL RELAY BOX
INLET (SMALL DIA.)
SERVICE-STORM SEWER POINT ON LINE
ABBREVIATIONS
AD ALGEBRAIC DIFFERENCE
BV BUTTERFLY VALVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
℄CENTER LINE
CL.CLASS
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
DIP DUCTILE IRON PIPE
EL/ELEV ELEVATION
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EX EXISTING
FES FLARED END SECTION
F/F FACE TO FACE
FM FORCE MAIN
F.O.FIELD ORDER
GV GATE VALVE
HP HIGH POINT
HWL HIGH WATER LEVEL
INV INVERT
K CURVE COEFFICIENT
LP LOW POINT
MH MANHOLE (SANITARY)
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
PC POINT OF CURVE
PCC COMPOUND CURVE
PI POINT OF INTERSECTION
⅊PROPERTY LINE
PPVC PERFORATED POLYVINYL CHLORIDE PIPE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL INTERSECTION
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
SS STORM SEWER STRUCTURE
STA STATION
TCE TEMPORARY CONSTRUCTION EASEMENT
TNH TOP NUT HYDRANT
TYP TYPICAL
VC VERTICAL CURVE
WM WATER MAIN
RETAINING WALL
FENCE - BARBED WIRE
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - STOCKADE
FENCE - WOOD
FENCE - ELECTRIC
GUARD RAIL
TREE LINE
WETLAND
CABLE TV QUALITY LEVEL D
CABLE TV QUALITY LEVEL C
CABLE TV QUALITY LEVEL B
CABLE TV QUALITY LEVEL A
FIBER OPTIC QUALITY LEVEL D
FIBER OPTIC QUALITY LEVEL C
FIBER OPTIC QUALITY LEVEL B
FIBER OPTIC QUALITY LEVEL A
POWER QUALITY LEVEL D
POWER QUALITY LEVEL C
POWER QUALITY LEVEL B
POWER QUALITY LEVEL A
GAS QUALITY LEVEL D
GAS QUALITY LEVEL C
GAS QUALITY LEVEL B
GAS QUALITY LEVEL A
COMMUNICATION QUALITY LEVEL D
COMMUNICATION QUALITY LEVEL C
COMMUNICATION QUALITY LEVEL B
COMMUNICATION QUALITY LEVEL A
OVERHEAD POWER
OVERHEAD COMMUNICATION
OVERHEAD UTILITIES
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN
WATER SERVICE
PIPE CASING
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER
WATER MAIN
WATER SERVICE
BOUNDARY
NEW CENTERLINE
EXISTING EASEMENT LINE
NEW EASEMENT LINE
FLOOD PLAIN BOUNDARY
EXISTING LOT LINE
NEW LOT LINE
EXISTING RIGHT-OF-WAY
NEW RIGHT-OF-WAY
SETBACK LINE
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
NEW CONTOUR MINOR
NEW CONTOUR MAJOR
NEW GRADING LIMITS / SLOPE LIMITS
NEW SPOT ELEVATION
EXISTING SPOT ELEVATION
RISE:RUN (SLOPE)
EXISTING
NEW
FUTURE
DEMOLITIONOHCOHCOHC
OHU OHU OHU
BCM
CON
CLVT
FLAG
GRILL
H
CP
DW
Y
G-METER
OHWM
PED
E
PIV
SAMPLING
WELL
ROCK
RR
RR GATE
SEP
SEPTIC
VENT
SEPTIC
G-PIPE
SPRINKLER
IVB
G-SER
S-SER
ST-SER
W-SER
TOWER
ELEC
TEST
PIT
TRAN
GAS
SAMPLING
WELL
WELL
AIR CONTROL
BS
JLM
M
TS
BM
BENCH
MAIL
S
CONTROL
G
E
U
PROPANE
TANK
G-REG
R/W
POST
LO
HYDRANT PVMNT MARKER (REFLECTOR)
HYDRANT VALVE
PEDESTAL CATVCTV
CO
LS
G
E
SS
S
?
W
TRASH
AR MANHOLE-AIR RELEASE
C
DH
PEDESTRIAN RAMP
S POLE-UTILITY SERVICE RESECTED POINTR
VENT GASG-VENT
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
BOOSTER STATION
WATER REDUCER
STA:5+67.19
980.87
C
C
TRACER WIRE BOXTR
EXISTING CENTERLINE
744.40
743.21
745.47
743.78
VALVE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:38pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G002.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
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193806597 158
LEGEND
2
FUTURE PARK AREA
1075 1080 1085 1090109511001105 1110 1115 1118
510515520525
530535
54
0
54
5
5
5
0555559
9
10
1
2
3
4
11
1312
5
16
7
68
15
14
17
18
19
2021
22
24
23 HEATH AVEHAYWARD AVEHAMLET AVEHADLEY AVE105TH ST
103RD ST
100TH ST25
60 65 6926
CONSTRUCTION AREA
CITY OF COTTAGE GROVE, MINNESOTA
##VIEW REFERENCE
0 200 400
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G003.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XPNO, 193806597_XSNO, 193806597_XSNV, 193806597_XSXU, 193806597_XSNUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
GENERAL LAYOUT
3
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193806597 158
VIEW
INPLACE TOPO,
UTILITY &
REMOVAL PLAN
CONSTRUCTION
PLAN AND
PROFILE
SURFACING
PLAN
SANITARY SEWER
AND WATER MAIN
PLAN AND PROFILE
STORM SEWER
PLAN AND
PROFILE
1 33 41 56 76
2 33 42 56 73 77
3 34 43 57 79
4 34 44 57
5 35 45 58
6 35 46 58
7 36 47 59
8 36 75
9 37 48 60
10 37 49 60 83
11 38 50 61
12 38 51 61
13 39 52 62
14 39 53 65 81
15 40 54 65 82
16 55 64 74 84
17 80
VIEW
EROSION
CONTROL
PLAN
TURF
ESTABLISHMENT
PLAN
LANDSCAPING
PLAN
LIGHTING
PLAN
SIGNING AND
PAVEMENT
MARKING PLAN
1 87 96 105 109 118
2 87 96 105 109 118
3 88 97 106 110 119
4 88 97 106 110 119
5 89 98 107 111 120
6 89 98 107 111 120
7 90 99 108 112 121
8 90 99 121
9 91 100 122
10 91 100 122
11 92 101 123
12 92 101 123
13 93 102 124
14 93 102 124
15 94 103 125
16 94 103 125
17 95 104
VIEW ADA
DETAILS
18 64
19 65
20 66
21 67
22 68
23 69
24 70
25 71
26 72
VIEW
EROSION
CONTROL
PLAN
TURF
ESTABLISHMENT
PLAN
LANDSCAPING
PLAN
LIGHTING
PLAN
SIGNING AND
PAVEMENT
MARKING PLAN
STATEMENT OF ESTIMATED QUANTITIES
NO.DESCRIPTION UNITS TOTAL EST.
QUANTITIES
GENERAL
1 MOBILIZATION LS 1.00
2 TRAFFIC CONTROL LS 1.00
3 SKIDSTEER (BOBCAT) WITH OPERATOR HR 60
4 STREET SWEEPER WITH OPERATOR HR 60
5 TEMPORARY HYDRAULIC MATRIX AC 23.7
6 SEDIMENT CONTROL LOGS (TYPE COMPOST)LF 375
7 TEMPORARY CONSTRUCTION ENTRANCE CY 500
8 SILT FENCE LF 16524
9 SEEDING AC 23.7
10 SEED MIXTURE 25-121 LB 721
11 SEED MIXTURE 25-131 LB 551
12 SEED MIXTURE 33-261 LB 42
13 HYDRAULIC MATRIX (MULCH)AC 23.7
14 ROLLED EROSION PREVENTION PRODUCT CAT 25 SY 5557
15 SALVAGED TOPSOIL BORROW (LV)CY 18830
SANITARY SEWER
16 IMPROVED PIPE FOUNDATION LF 81
17 TELEVISE SANITARY SEWER LF 81
18 8" PVC SANITARY SEWER PIPE, SDR 26 LF 81
19 CONNECT TO EXISTING SANITARY MANHOLE EA 1
20 24" X 4" CUT-IN-WYE, C905 EA 11
WATER MAIN
21 IMPROVED PIPE FOUNDATION LF 253
22 8" DIP WATER MAIN, CL. 52, INCL. POLY WRAP LF 48
23 18" DIP WATER MAIN, CL. 52, INCL. POLY WRAP LF 205
24 8" GATE VALVE AND BOX EA 1
25 18" BUTTERFLY VALVE AND BOX EA 1
26 DUCTILE IRON FITTINGS LB 1783
27 INSULATION (4" THICK)SY 5
28 CONNECT TO EXISTING 8" WATER MAIN EA 1
29 CONNECT TO EXISTING 18" WATER MAIN EA 3
SERVICES
30 1" CORPORATION STOP EA 12
31 1" CURB STOP AND BOX EA 12
32 1" TYPE "K" COPPER WATER SERVICE LF 741
33 4" PVC SCH. 40, SANITARY SERVICE PIPE LF 594
34 4" PVC C900, SANITARY SERVICE RISER PIPE LF 272
STORM SEWER
35 STORM DRAIN INLET PROTECTION (IN STREET)EA 52
36 STORM DRAIN INLET PROTECTION (OFF STREET)EA 14
37 REMOVE CULVERT LF 183
38 IMPROVED PIPE FOUNDATION LF 1943
39 CONNECT TO EXISTING STRUCTURE EA 2
40 12" HDPE STORM SEWER LF 183
41 15" RCP STORM SEWER, CLASS 5 LF 631
42 18" RCP STORM SEWER, CLASS 5 LF 715
43 24" RCP STORM SEWER, CLASS 3 LF 597
44 12" FLARED END SECTION EA 2
45 15" RCP FLARED END SECTION, INCL. TRASH GUARD EA 4
46 CLASS III RANDOM RIP RAP CY 127.75
47 2' X 3' CB W/R-3067-V(B) AND HDPE RINGS LF 16.84
48 48" CBMH W/R-3067-V(B) AND HDPE RINGS LF 74.97
49 48" STMH W/ R-1642-B AND HDPE RINGS LF 3
50 TELEVISE STORM SEWER LF 1943
STATEMENT OF ESTIMATED QUANTITIES
NO.DESCRIPTION UNITS TOTAL EST.
QUANTITIES
STREETS
51 SAWING BITUMINOUS PAVEMENT LF 265
52 REMOVE CONCRETE CURB AND GUTTER LF 629
53 REMOVE BITUMINOUS STREET PAVEMENT SY 10303
54 REMOVE SIGN EA 16
55 SALVAGE AND REINSTALL SIGNS EA 15
56 SUBGRADE EXCAVATION (EV)CY 2570
57 COMMON EXCAVATION (EV)CY 26219
58 COMMON EXCAVATION - SPECIAL (EV)CY 15002
59 COMMON EMBANKMENT (CV)CY 4273
60 COMMON EMBANKMENT - SPECIAL (CV)CY 14944
61 AGGREGATE BASE, VIRGIN CLASS 5 TN 18753
62 SHOULDER BASE AGGREGATE, VIRGIN CLASS 2 TN 252
63 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)TN 1799
64 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) - SPECIAL TN 1764
65 TYPE SP 9.5 WEARING COURSE MIXTURE (4,F)TN 1033
66 TYPE SP 12.5 WEARING COURSE MIXTURE (4,F) - SPECIAL TN 1376
67 TYPE SP 12.5 NON-WEARING COURSE MIXTURE (4,B)TN 2692
68 BITUMINOUS MATERIAL FOR TACK COAT GL 3985
69 7" CONCRETE DRIVEWAY (COMMERCIAL)SY 651
70 B418 CONCRETE CURB AND GUTTER LF 1010
71 B618 CONCRETE CURB AND GUTTER LF 8609
72 D428 CONCRETE CURB AND GUTTER LF 570
73 4" SOLID LINE PAVEMENT MARKING (GROUND IN)LF 9238
74 6" SOLID LINE PAVEMENT MARKING (GROUND IN)LF 237
75 12" SOLID LINE PAVEMENT MARKING (GROUND IN)LF 438
76 24" SOLID LINE PAVEMENT MARKING (GROUND IN)LF 290
77 4" DOUBLE SOLID LINE PAVEMENT MARKING (GROUND IN)LF 8878
78 LEFT TURN ARROW (GROUND IN)EA 6
79 RIGHT TURN ARROW (GROUND IN)EA 2
80 HANDICAPPED MESSAGE (GROUND IN)EA 2
81 SIGN PANELS TYPE C SF 154.1
82 SIGN PANELS TYPE D SF 31.5
83 PERMANENT BARRICADE EA 10
84 DELINEATOR/MARKER EA 6
TRAIL
85 SAWING BITUMINOUS PAVEMENT-TRAIL LF 55
86 REMOVE BITUMINOUS TRAIL PAVEMENT SY 247
87 REMOVE CONCRETE PEDESTRIAN RAMP SF 442
88 AGGREGATE BASE, VIRGIN CLASS 5 TN 4121
89 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TN 1632
90 6" CONCRETE WALK SF 22255
91 TRUNCATED DOME PANEL SF 404
LIGHTING
92 LIGHT FOUNDATION, TYPE A EA 27
93 LIGHT FOUNDATION, TYPE E EA 2
94 LIGHTING EQUIPMENT PAD EA 1
95 LIGHTING UNIT (LIGHT POLE AND LUMINAIRE), TYPE A EA 27
96 LIGHTING UNIT (LIGHT POLE AND LUMINAIRE), TYPE E2 EA 2
97 LIGHTING SERVICE CABINET EA 1
98 UNDERGROUND WIRE, #6 AWG WIRE LF 37760
99 1.5" NON-METALLIC CONDUIT LF 9690
100 4" NON-METALLIC CONDUIT LF 2080
101 LIGHTING HANDHOLE EA 24
102 CONNECT TO EXISTING HANDHOLE EA 2
LANDSCAPING
103 DECIDUOUS TREE 2.5" CAL B&B EA 72
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G004.dwgXrefs:, 193806597_BORDER, 193806597_C900THE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
STATEMENT OF ESTIMATED QUANTITIES
4
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193806597 158
EARTHWORK SUMMARY
DESCRIPTION
EXCAVATION EMBANKMENT SALVAGED
TOPSOIL
BORROW
(6)
COMMON
(1)
SPECIAL
(2)
SUBGRADE
(3)
COMMON
(4)
SPECIAL
(5)
HADLEY AVE
ROADWAY 4437 444 2514 8861 11054
BASIN 15002
HADLEY SUBTOTAL 4437 15002 444 2514 8861 11054
100TH ST / 103RD ST
ROADWAY 20974 2097 1452 5613 7518
HADLEY SUBTOTAL 20974 2097 1452 5613 7518
102ND ST
ROADWAY 290 29 116 470 258
HADLEY SUBTOTAL 290 29 116 470 258
BYPASS
ROADWAY 518 191
BYPASS SUBTOTAL 518 191
TOTAL 26219 15002 2570 4273 14944 18830
(1) CUT VOLUME BASED OFF OF CROSS SECTIONS.
(2) MATERIAL EXCAVATION FOR BASIN. MATERIAL EXCAVATED MAY BE USED AS AGGREGATE BACKFILL (MODIFIED) FOR
AREAS OF NEED.
(3) SUBGRADE EXCAVATION ESTIMATED 10% OF COMMON EXCAVATION VOLUME.
(4) FILL VOLUME BASED OFF OF CROSS SECTIONS.
(5) TOTAL AGGREGATE BACKFILL (MODIFIED) NEEDED ASSUMING 1.0' OF MATERIAL PLACED PER THE TYPICAL
SECTIONS. IT IS ANTICIPATED EXISTING MATERIAL INPLACE WILL MEET SPECIFICATION FOR AGGREGATE BACKFILL
(MODIFIED). ADDITIONAL MATERIAL REQUIRED TO MEET GRADE OR REPLACE UNUSABLE MATERIAL SHALL BE MINED
AND MOVED FROM SOMEWHERE ON THE SITE.
(6) TOPSOIL VOLUME ESTIMATED AT 0.5' DEPTH FOR AREAS OF RESTORATION.
STORM SEWER SCHEDULE
STRUCTURE TYPE STD-PLATE CASTING DIAMETER SPECIAL COMMENTS
CBMH 205 CBMH STO-5 R-3067-V 48"
CBMH 206 CBMH STO-5 R-3067-VB 48"
CBMH 207 CBMH STO-5 R-3067-V 48"
CBMH 208 CBMH STO-5 R-3067-V 48"
CBMH 209 CBMH STO-5 R-3067-V 48"
CBMH 210 CBMH STO-5 R-3067-VB 48"
CB 211 CB STO-7 R-3067-VB 2'X3'
CB 213 CB STO-7 R-3067-V 2'X3'
CBMH 214 CBMH STO-5 R-3067-VB 48"
CB 215 CB STO-9 R-4342 48"
CB 216 CB STO-7 R-3067-V 2'X3'
CBMH 243 CBMH STO-5 R-3067-V 48"
CBMH 244 CBMH STO-5 R-3067-V 48"
CB 245 CB STO-7 R-3067-V 2'X3'
FES 405 FES STO-11 TRASH GUARD 15"
FES 406 FES STO-11 TRASH GUARD 15"
FES 501 FES STO-11 TRASH GUARD 15"
FES 502 FES STO-11 TRASH GUARD 15"
SEWER AND WATER SERVICE DATA
LOT
NO.
BLOCK
NO.
RECORD PLAN DATA CONTRACTOR RESPONSIBILTIY
SPECIAL
COMMENTSWYE
STA.
COORDINATES OF CURB STOP
OR END OF WATER PIPE
TOP OF
RISER ELEV
SEWER INV.
ELEVATION
AT END
FIELD MEASUREMENTS
SERVICE LENGTH 1 2
CURB STOP TO
SEWER PLUG
SEWER PIPE TO
WATER LINEXYZWATERSEWER
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G004.dwgXrefs:, 193806597_BORDER, 193806597_C900THE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TABULATIONS
5
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193806597 158
1.THE GRADING GRADE IS DEFINED AS THE BOTTOM OF THE SELECT GRANULAR
BORROW OR AGGREGATE BASE WHERE NO SELECT BORROW IS PROPOSED.
2.SUITABLE GRADING MATERIAL ON THIS PROJECT SHALL CONSIST OF ALL
SOILS ENCOUNTERED EXCEPT TOPSOIL, DEBRIS, ORGANIC MATERIAL AND
OTHER UNSTABLE MATERIAL.
3.GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.2B
4.AGGREGATE BACKFILL (MODIFIED) REGARDLESS OF SOURCE SHALL MEET THE
REQUIREMENTS OF MnDOT SPEC. 3149.2B2.
5.AT THE TIME OF FINAL GRADING, INPLACE MATERIAL BELOW THE PROPOSED
AGGREGATE BASE LEVEL WILL BE REVIEWED FOR USE AS AGGREGATE
BACKFILL (MODIFIED). SHOULD TESTING RESULTS SHOW THE INPLACE
MATERIAL IS SUITABLE TO MEET THE SPECIFICATION REQUIREMENTS, THE
INPLACE MATERIAL MAY REMAIN AS APPROVED BY THE OWNER. SHOULD
TESTING SHOW THAT THE INPLACE MATERIAL IS NOT SUITABLE FOR USE AS
AGGREGATE BACKFILL (MODIFIED), THE CONTRACT SHALL REMOVE TO THE
DEPTHS SHOWN ON THE TYPICAL SECTIONS AND REPLACE WITH QUALITY
MATERIAL. PROPOSED MATERIAL SHALL FIRST COME FROM LOCATIONS ON
SITE. QUANTITIES WILL BE REVISED TO REFLECT THE USE OF ANY INPLACE
MATERIAL FOR THE PROPOSED AGGREGATE BACKFILL (MODIFIED) LAYER.
6.SLOPE DRESSING IS DEFINED AS THE INPLACE TOPSOIL OR OTHER SOIL
PLACED DURING PRIOR CONSTRUCTION TO PROVIDE A MEDIUM FOR
ESTABLISHING TURF.
7.IT IS ANTICIPATED THAT TOPSOIL SALVAGED FROM THE SITE SHALL BE USED
FOR SLOPE DRESSING ON THE PROJECT. PAYMENT FOR STRIPPING WILL BE
MADE AS EXCAVATION - COMMON AND PAYMENT FOR PLACEMENT AS
COMMON EMBANKMENT (CV).
8.ANY DEBRIS WHICH MAY BE ENCOUNTERED BY THE CONTRACTOR DURING
GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR OFF THE PROJECT
RIGHT OF WAY IN A SUITABLE DISPOSAL AREA AS APPROVED BY THE
ENGINEER.
9.BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL
BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RECYCLED TO
THE EXTENT ALLOWED IN THE BASE AND SURFACING ITEMS OR DISPOSED OF
OFF OF THE RIGHT OF WAY IN ACCORDANCE WITH MNDOT SPECIFICATION
2104.3C.
10.THE NEW UTILITY INSTALLATIONS AND IMPROVEMENTS WHICH ARE DEEPER
THAN THE SUBGRADE IMPROVEMENT ZONE SHOULD BE PERFORMED PRIOR TO
SUBGRADE PREPARATION. PROPER BEDDING OF PIPES APPEARS ON THE
ATTACHED SHEET ENTITLED "BEDDING/FOUNDATION SUPPORT OF BURIED
PIPE." BACKFILL COMPACTION SHALL MEET THE REQUIREMENTS OF MNDOT
2106.3F1 (SPECIFIED DENSITY METHOD). (INCIDENTAL)
11.MATERIALS DEFINED AS UNSUITABLE (TOPSOIL, ORGANIC, DEBRIS) MUST BE
REMOVED FROM THE EMBANKMENT FOUNDATION. THE UNSUITABLE
MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH SPEC. 2104 AND
2106.
12.WHERE SOILS ARE DRY AND STABLE, THE SUBCUT BOTTOM SHALL BE
COMPACTED BY THE QUALITY COMPACTION METHOD AND INCLUDE A
MINIMUM OF 4 PASSES WITH AN APPROVED ROLLER. COMPACTION SHALL BE
COMPLETED TO THE SATISFACTION OF THE ENGINEER AND ACCORDING TO
MNDOT SPECIFICATION 2106.3F2.
13.TEST ROLLING WILL BE REQUIRED. (INCIDENTAL)
14.IF INSTABILITY IS NOTED UNDER THE COMPACTION PROCESS, A COMPACTION
SUBCUT SHALL BE PERFORMED. THE COMPACTION SUBCUT THICKNESS SHALL
BE ONE FOOT, OR AS DIRECTED BY THE ENGINEER, PAID FOR AS SUBGRADE
EXCAVATION.
15.COMPACTION OF SUITABLE GRADING MATERIAL SHALL BE IN ACCORDANCE
WITH THE SPECIFIED DENSITY METHOD.
16.COMPACTION OF AGGREGATE BASE SHALL BE IN ACCORDANCE WITH THE
SPECIFIED DENSITY METHOD.
17.PROVIDE FOR A UNIFORM BITUMINOUS TACK COAT BETWEEN ALL
BITUMINOUS COURSES. THE TACK SHALL BE APPLIED IN ACCORDANCE WITH
MNDOT SPECIFICATION 2357. THE ROADWAY SURFACE SHALL BE CLEAN AND
FREE OF DEBRIS PRIOR TO APPLYING TACK. BITUMINOUS TACK COAT
MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.03 TO 0.05 GAL/SQ YD
BETWEEN NEW BITUMINOUS LAYERS PLACED THAT HAVE BEEN SUBJECTED TO
TRAFFIC AND A RATE OF 0.07 TO 0.10 GAL/SQ YD ON TRAFFICKED
BITUMINOUS SURFACES TO BE OVERLAID. THESE APPLICATION RATES ARE
FOR UNDILUTED EMULSION (AS SUPPLIED FROM THE REFINERY) OR MC
LIQUID ASPHALT. (INCIDENTAL)
18.ALL BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPEC. 2360.
19.ALL BITUMINOUS FINAL SURFACES WILL BE SUBJECT TO STRAIGHT EDGE
SMOOTHNESS REQUIREMENTS AS FOLLOWS:
·THE SURFACE OF THE FINAL TWO LIFTS PLACED SHALL SHOW NO
VARIATION GREATER THAN 1/4 INCH FROM THE EDGE OF A 10 FOOT
STRAIGHTEDGE LAID PARALLEL TO OR AT RIGHT ANGLES TO THE
CENTERLINE.
·SHOULDER SURFACING AND SURFACING ON TEMPORARY CONNECTIONS
AND BYPASS SHALL SHOW NO VARIATIONS GREATER THAN 1/4 INCH FROM
THE EDGE OF A 10 FOOT STRAIGHTEDGE LAID PARALLEL TO THE
CENTERLINE.
19.PROVIDE A SAWCUT TO ENSURE A UNIFORM JOINT WHERE PLACING NEW
PAVEMENT NEXT TO INPLACE PAVEMENT.
20.WHERE CONNECTING TO INPLACE ROADWAYS AT THE TERMINI OF PROPOSED
NEW CONSTRUCTION, CUT VERTICALLY TO THE BOTTOM OF THE INPLACE
SURFACING OR TO THE BOTTOM OF THE NEW PROPOSED SURFACING,
WHICHEVER IS DEEPER, THEN AT A 1:20 TAPER TO THE BOTTOM OF THE
RECOMMENDED EXCAVATION.
21.PROVIDE 1:20 TAPERS WHERE APPLICABLE FOR CHANGES IN MATERIAL TYPES
TO PREVENT AN ABRUPT SOIL DIFFERENTIAL. TAPERS BETWEEN PLASTIC AND
GRANULAR SOILS SHOULD BE CONSTRUCTED SO THAT THE GRANULAR SOIL
OVERLAYS THE PLASTIC SOIL.
22.AS A PRECAUTIONARY MEASURE FROM A SOILS STANDPOINT, TRAFFIC LANES
TO BE USED DURING CONSTRUCTION MUST BE DELINEATED TO KEEP
VEHICLES A SAFE DISTANCE AWAY FROM THE ADJACENT EXCAVATION. THE
DELINEATION SHOULD COINCIDE WITH POINTS ESTABLISHED BY PROJECTING
1:2 OR GREATER (FLATTER) SLOPE BETWEEN THE EDGE OF THE TRAFFIC
SURFACE AND THE BOTTOM OF THE EXCAVATION. A 1:3 OR FLATTER SLOPE
WILL BE REQUIRED IN SWAMP EXCAVATION AREAS.
23.THE TOP OF BACKSLOPES AND THE TOE OF FILL SLOPES SHALL BE ROUNDED
TO NATURALIZE THE CONSTRUCTION EVEN THOUGH THE CROSS SECTIONS DO
NOT SHOW ROUNDING.
24.THE CONTRACTOR IS HEREBY REMINDED OF THE RESPONSIBILITY UNDER
STATE LAW TO CONTACT ALL UTILITIES THAT MAY HAVE FACILITIES IN THE
AREA. CONTACT MUST BE MADE THROUGH GOPHER STATE ONE-CALL.
25.THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN AREAS OF
POSSIBLE CONFLICTS WITH PROPOSED UTILITIES. ALL LOCATING, GRADE
CHANGES TO PROPOSED UTILITIES, CUTTING, INVERT CHANGES,
MODIFICATIONS TO STRUCTURES, CONSTRUCTION CREW "DOWN TIME" AND
ADDITIONAL ADJUSTMENT RINGS REQUIRED TO CONSTRUCT PROPOSED
UTILITIES UNDER/OVER EXISTING UTILITIES SHALL BE CONSTRUCTED AS
INCIDENTAL.
26.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THE
TEMPORARY EROSION ITEMS ARE USED THROUGHOUT THE PROJECT.
WHENEVER PRACTICAL, EVEN THOUGH SPECIFIC LOCATIONS FOR THEIR USE
MAY NOT BE DESIGNATED DUE TO CONSTRUCTION STAGING.
27.THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING CONSTRUCTION IN A
MANNER THAT WILL CONTROL EROSION, SEE THE EROSION CONTROL PLANS
FOR SUGGESTED LOCATIONS AND DEVICES TO DO SO.
28.NO EXTRA PAYMENT WILL BE MADE FOR TEMPORARY STOCKPILING OF
EXCAVATION, EMBANKMENT AND/OR BORROW MATERIAL.
29.WATER WILL BE REQUIRED FOR DUST CONTROL ON ALL GRAVEL SURFACES.
30.AS PART OF TRAFFIC CONTROL, WHEN CLOSING PATHS OR SIDEWALKS,
PROVIDE SIGNAGE FOR USERS. PER THE MN MUTCD.
31.DO NOT BLOCK SIDEWALKS OR PATHS, WHICH REMAIN OPEN, WITH
CONSTRUCTION EQUIPMENT OR MATERIALS.
32.PAVING JOINTS ON FINAL LIFT SHALL MATCH PROPOSED LANE LINES.
SOILS AND CONSTRUCTION NOTES
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G004.dwgXrefs:, 193806597_BORDER, 193806597_C900THE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SOILS AND CONSTRUCTION NOTES
6
PBW
MAF
MAF
DRS
JDP
193806597 158
GENERAL NOTES:
TYPICAL SECTIONS ARE NOT TO SCALE
EXISTING PAVEMENT DEPTHS ARE APPROXIMATE. SEE SOILS
AND CONSTRUCTION NOTES FOR FURTHER DETAIL.
12'
34'
1 EXISTING TYPICAL SECTION
HADLEY AVE S - STA. 1087+00 TO STA. 1100+78
CL
P/G
12'
32'EX. R/WEX. R/W
INPLACE 3.5" BIT PAVEMENT
INPLACE 5" MIN. RECLAIMED AGGREGATE BASE
2 EXISTING TYPICAL SECTION
100TH ST S - STA. 92+71 TO STA. 104+50
3 EXISTING TYPICAL SECTION
100TH ST S - STA. 104+50 TO STA. 109+39
5'
SHLD
5'
SHLD
0' - 10'
STRIPED MEDIAN
12'
34'
CL
P/G
12'
32'EX. R/WEX. R/W
INPLACE 5" BIT PAVEMENT
INPLACE 12" CORE EXCAVATION AND AGGREGATE BACKFILL
INPLACE 6" CLASS 5 AGGREGATE BASE
5'
SHLD
5'
SHLD
103RD ST S - STA. 1082+00 TO STA. 1087+00
0' - 12'
STRIPED MEDIAN / LTL
126'
CL
P/G
14'
LANE
54' - 74'EX. R/WEX. R/W
12'
LANE
8'
PATH 2'
BIT SHLD
18' - 30'
BLVD
8'
TRAIL
4'
AGG SHLD
INPLACE 3.5" BIT PAVEMENT
INPLACE 5" MIN. RECLAIMED AGGREGATE BASE
EXISTING
C&G
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:42pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C100.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TYPICAL SECTIONS
EXISTING
7
PBW
MAF
MAF
DRS
JDP
193806597 158
GENERAL NOTES:
TYPICAL SECTIONS ARE NOT TO SCALE
ALL CROSS SLOPES ARE IN FT. PER FT.
SEE SURFACING PLAN FOR SURFACING INFORMATION. (SHEETS 56-63)
UNLESS OTHERWISE SPECIFIED, THE GRADING GRADE CROSS SLOPE SHALL
MATCH THE PROPOSED DRIVING SURFACE.
2" TYPE SP 12.5 WEARING COURSE MIXTURE (4,F)
(SPWEB440F-SPECIAL)
1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (4,F)
(SPNWA430F)
1.5" TYPE SP 9.5 NON WEARING COURSE MIXTURE (4,B)
(SPNWB430B)
INSET A - BITUMINOUS PAVEMENT
6" AGGREGATE BASE (CV) CL 5 (VIRGIN)
SUBGRADE EXCAVATION AND AGGREGATE BACKFILL
AS DIRECTED BY ENGINEER.
IF NECESSARY 12" AGGREGATE BACKFILL (MODIFIED)
(2 LIFTS)
COMPACTED SUB-BASE
5 PROPOSED TYPICAL SECTION
100TH ST S - STA. 1098+84 TO STA. 1108+80
12'
STRIPED MEDIAN / LTL
P/G
12'
LANE
37' - 54'EX. R/W
2'8'
PATH
0.02
2'
BIT SHLD
0.5'0.5'
INSET A
0.015
INSET B
0.015
6" TOPSOIL &
TURF ESTABLISHMENT
CL
140'EX. R/W
12'
LANE
0.02
2'
BIT SHLD
18' - 30'
BLVD
8'
TRAIL
4'
4'
AGG SHLD
INSET C
1:4 1:4
0.5'
1
6" TOPSOIL &
TURF ESTABLISHMENT2V:1H
B418 C&G
4 PROPOSED TYPICAL SECTION
103RD ST S - STA. 1082+00 TO STA. 1096+30
CL
90' - 126'EX. R/W
12'
LANE
0.02
2'
BIT SHLD
18' - 30'
BLVD
8'
TRAIL
0.5'0.5'
VAR.
4'
AGG SHLD
INSET C
1:4 1:4
INSET B
0.5'
1 6" TOPSOIL &
TURF ESTABLISHMENT
SEE TYPICAL
SECTION 6
FOR DITCH
DETAIL.
0.015
12'
RTL
INSET A
0' - 12'
LTL
12'
LANE
0.02
54' - 90'EX. R/W
2'8'
PATH 2'
BIT SHLD
0.5'0.5'
4'
AGG SHLD
0.015
INSET B
INSET C
0.5'
1
6" TOPSOIL &
TURF ESTABLISHMENT
12'
RTL2'
0.02
INSET A2V:1H
VAR.
8'
PATH
2'
EX. R/W
VAR.
INSET B
0.5'
B618 C&G
2 2'
0.02
1'2V:1H2
B618 C&G
6 PROPOSED TYPICAL SECTION
100TH ST S- SOUTH DITCH
0.5'
VAR.
1:4 1:4
6" TOPSOIL &
TURF ESTABLISHMENT
1:3
EX. R/W
15'
UTILITY CORRIDOR
8'
TRAIL 2'2'VAR.
2'
1:41:4 VAR.
100TH ST S - STA. 1096+30 TO STA. 1098+84
1'
1'
3" TYPE 9.5 WEARING COURSE MIX (2,C)
(SPWEA230C) (TWO LIFTS)
INSET B - BITUMINOUS TRAIL
6" AGGREGATE BASE (CV) CL 5 (VIRGIN OR RECLAIM)
COMPACTED SUB-BASE
INSET C - SHOULDER
2" SURFACING AGGREGATE, CLASS 5
COMPACTED SUB-BASE
9" AGGREGATE BASE (CV) CL 5 (VIRGIN)
SUBGRADE EXCAVATION AND AGGREGATE BACKFILL
AS DIRECTED BY ENGINEER.
IF NECESSARY 12" AGGREGATE BACKFILL (MODIFIED)
(2 LIFTS)
INSET A
SNA DRIVEWAY WILL BE INSTALLED USING INSET F
SPECIFIC NOTES:
BIT SHOULDER MATERIAL SHALL MATCH
ROADWAY WEAR COURSE.
CURB REACTION
PLACE 1.5' TALL EARTHBERM ACROSS
DITCH WITH 1' CLAY AND 0.5' SALVAGED
TOPSOIL. LOCATION SHALL BE VERIFIED
IN THE FIELD.
1
2
1.5' EARTHBERM1.5' EARTHBERM 3
3
3
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:42pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C100.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TYPICAL SECTIONS
PROPOSED
8
PBW
MAF
MAF
DRS
JDP
193806597 158
18'
40'
CL
P/G
18'
40'EX. R/W EX. R/W
12'
BLVD
8'
TRAIL
B618 C&GGRADING
GRADE
INSET D
7 PROPOSED TYPICAL SECTION
HADLEY AVE S - STA. 509+14 TO STA.536+06
6'
SDWK
B618 C&G
14'
BLVD
1'2V:1H2V:1H
1'
14'
50'
CL
P/G
14'
50'EX. R/W EX. R/W
18' - 25'
BLVD
8'
TRAIL
B618 C&GGRADING
GRADE
INSET D
8 PROPOSED TYPICAL SECTION
HADLEY AVE S. - STA. 536+06 TO STA. 554+66
8'
TRAIL
B618 C&G
7' - 25'
BLVD
1'2V:1H2V:1H
1'
0' - 12'
STRIPED MEDIAN / LTL
0.5'0.5'
0.015
0.5'0.5'
INSET B
0.015
INSET B
0.015
0.5'0.5'
12'
RTL
INSET D
2'
0.02
1'2V:1H1
B618 C&G
VAR.
12'
RTL2'
0.02
INSET D2V:1H
B618 C&G
1
1'
VAR.
1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
(SPWEA330C-SPECIAL)
1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
(SPWEA330C)
1.5" TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)
(SPNWB330B)
INSET D - BITUMINOUS PAVEMENT
8" AGGREGATE BASE (CV) CL 5 (VIRGIN)
SUBGRADE EXCAVATION AND AGGREGATE BACKFILL
AS DIRECTED BY ENGINEER.
IF NECESSARY 12" AGGREGATE BACKFILL (MODIFIED)
(2 LIFTS)
COMPACTED SUB-BASE
3" TYPE 9.5 WEARING COURSE MIX (2,C)
(SPWEA230C) (TWO LIFTS)
INSET B - BITUMINOUS TRAIL
6" AGGREGATE BASE (CV) CL 5 (VIRGIN OR RECLAIM)
COMPACTED SUB-BASE
6" TYPE 3F52A CONCRETE
INSET E - CONCRETE SIDEWALK
4" AGGREGATE BASE (CV) CL 5 (VIRGIN OR RECLAIM)
COMPACTED SUB-BASE
INSET E
0.015
INSET E
6" TOPSOIL & TURF
ESTABLISHMENT
6" TOPSOIL & TURF
ESTABLISHMENT
6" TOPSOIL &
TURF ESTABLISHMENT
6" TOPSOIL &
TURF ESTABLISHMENT
16'
30'
CL
P/G
16'
30'
7'
BLVD
B618 C&GGRADING
GRADE
INSET F
9 PROPOSED TYPICAL SECTION
102ND ST S
B618 C&G
1'2V:1H2V:1H
1'
0.5'0.5'
INSET B
0.015
5'
SDWK
1'
0.02
0.02
0.02
0.02
0.02
0.02
1.5" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
(SPWEA330C-SPECIAL)
2.0" TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
(SPWEA330C)
INSET F - BITUMINOUS PAVEMENT
8" AGGREGATE BASE (CV) CL 5 (VIRGIN)
SUBGRADE EXCAVATION AND AGGREGATE BACKFILL
AS DIRECTED BY ENGINEER.
IF NECESSARY 12" AGGREGATE BACKFILL (MODIFIED)
(2 LIFTS)
COMPACTED SUB-BASE
GENERAL NOTES:
TYPICAL SECTIONS ARE NOT TO SCALE
ALL CROSS SLOPES ARE IN FT. PER FT.
SEE SURFACING PLAN FOR SURFACING INFORMATION. (SHEETS 56-63)
UNLESS OTHERWISE SPECIFIED, THE GRADING GRADE CROSS SLOPE SHALL
MATCH THE PROPOSED DRIVING SURFACE.
SPECIFIC NOTES:
CURB REACTION1
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:42pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C100.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193806597 158
TYPICAL SECTIONS
PROPOSED
9
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION DETAILS
10
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION DETAILS
11
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION DETAILS
12
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION DETAILS
13
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION DETAILS
14
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G005.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION DETAILS
15
PBW
MAF
MAF
DRS
JDP
193806597 158
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
Plot Date: 01/10/2024 - 12:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_G006.dwgXrefs:
>>>>>>>>CBMH 205
CBMH 206
CBMH 207
CBMH 208
CBMH 209
CBMH 210
CB 213
CBMH 214
CB 216
CB 211
CB 215
FES 501FES 502
CBMH 243
CBMH 244
PLUG 15A
CB 245
FES 406
FES 405
U
EE
E E
E
E
E E
EE
E
E
E
E
E
E
E
U U UU
E
E
U U U
U
U U U
E
E
E
E
E
E
U
U
U
U
U
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TT
T
H
HH
H
105TH ST
100TH ST HEMINGWAY AVEHAYWARD AVEHEATH AVEHAMLET AVEHADLEY AVE103RD ST
HADLEY AVE
102ND ST
SETTLERS BLUFF
DEVELOPMENT
NORTHPOINT
DEVELOPMENT
NORTHPOINT
DEVELOPMENT
PARK
AREA
NORTHPOINT
DEVELOPMENT
CONSTRUCTION SCHEDULE:
STAGE 1
HADLEY AVENUE S.
CONSTRUCTION
·INSTALL REMAINING STORM SEWER
·GRADING FOR INFILTRATION BASIN
·ROAD CONSTRUCTION
·RESTORATION OF WORK AREAS
TRAFFIC
·WORK AREA CLOSED TO TRAFFIC DURING CONSTRUCTION
·NO DETOUR NEEDED DURING CONSTRUCTION
STAGE 2
100TH STREET S. CONNECTION
102ND STREET S. CONNECTION
103RD STREET S. CONNECTION
HAMLET AVENUE S. CONNECTION
CONSTRUCTION
·INSTALL 103RD STREET BYPASS
·INSTALL REMAINING STORM SEWER
·ROAD CONSTRUCTION
·RESTORATION OF WORK AREAS
TRAFFIC
·WORK AREA WILL BE CLOSED TO TRAFFIC DURING CONSTRUCTION
·100TH STREET DETOUR TO BE INPLACE PRIOR TO ROAD CLOSURE
STAGE 3
HADLEY AVENUE S. / HAMLET AVENUE S. INTERSECTION
CONSTRUCTION
·INSTALL REMAINING STORM SEWER
·ROAD CONSTRUCTION
·RESTORATION OF WORK AREAS
TRAFFIC
·WORK AREA WILL BE CLOSED TO TRAFFIC DURING CONSTRUCTION
·HADLEY AVENUE S. DETOUR TO BE INPLACE PRIOR TO ROAD CLOSURE
LEGEND
STAGE 1
STAGE 2
STAGE 3
GENERAL NOTES:
·CHANGES TO STAGING PLAN MUST BE APPROVED BY THE ENGINEER BEFORE
IMPLEMENTATION.
·MUST ALLOW ACCESS TO ALL BUSINESSES WITHIN CONSTRUCTION AREA.
·FLAGGING OPERATIONS ARE REQUIRED FOR ANY WORK WHERE TWO LANES
OF TRAFFIC CANNOT BE MAINTAINED AT ALL TIMES.
0 300 600
N
PBW
MAF
MAF
DRS
JDP
193806597 158
STAGING PLAN
24
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C651.dwgXrefs:, 193806597_BORDER, 193806597_XSNO_BYPASS, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XPNO, 193806597_XSNOTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
UUUOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP
G G G G G G
C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllllllllllllllllllllllllll103RD ST
R/W
R/W
CONSTRUCTION LIMITS
1077 1078 1079 1080 1081 1082 1083
1084
1085
0 1 2
3
4
5 6
7
CL-BYPASS
100TH-103RD
R=300.0'
R=300.0'12'12'2'2'TRAFFIC
FLOW
790
800
810
820
830
790
800
810
820
830
796.21796.20+00 800.86801.6805.51806.51+00 810.17810.6813.34814.02+00 815.19815.4816.13815.73+00 815.84815.5815.29815.44+00 814.87815.0814.77814.35+00 814.90814.0814.94814.06+00 814.84814.0814.69814.07+00 814.60814.07+30
9.30%
3.69%
0.28%
1.36%-1.11%PVIS: -0+00.00PVIE: 796.21PVIS: 1+73.64PVIE: 812.37PVIS: 2+61.18PVIE: 815.60PVIS: 3+10.81PVIE: 816.28PVI STA: 5+92.00
PVI ELEV: 815.02
K: 188.60
LVC: 110.00
BVCS: 5+37.00BVCE: 814.87EVCS: 6+47.00EVCE: 814.85HP: 5+89.78
EL.: 814.94
LP : ???EL.: ???
PVI STA: 4+58.00
PVI ELEV: 814.64
K: 79.26
LVC: 110.00
BVCS: 4+03.00BVCE: 815.25EVCS: 5+13.00EVCE: 814.80HP: ???EL.: ???LP : 4+90.82
EL.: 814.77
PROFILE GRADE -
TOP OF BYPASS SURFACE
0.75' PAVEMENT SECTION INPLACE GROUNDLINEMATCH EXISTING PAVEMENT
WORK AREA
LEGEND
12'
CL
P/G
12'
9" AGGREGATE BASE, CL. 5
BYPASS TYPICAL SECTION
103RD ST S.
1:4 MAX
2'
SHLD
0.020.02
1:4 MA
X
2'
SHLD
4" TOPSOIL & TEMP
TURF ESTABLISHMENT
6" TOPSOIL & TEMP
TURF ESTABLISHMENT
0 30 60
N
MATCHLINE7+30SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C662.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNO_BYPASSTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TRAFFIC CONTROL AND DETOUR PLAN
103RD STREET S. BYPASS ROAD
25
PBW
MAF
MAF
DRS
JDP
193806597 158
U
U
OHP
OHP
OHP
OHP
OHP
OHP OHP
OHP
OHP
OHP OHPOHPOHPOHPG
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G
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C
C
C
C
C
C
C
CCCCCCCCCCCClllllllllllllll>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>
SS
SS >>SNA-NORTH
PARKING
103RD ST
R/W
R/W
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
1085
1086 1087
1088
1089
1090
1091
12'12'
>>>>2'2'
8 9
10
11
12 1314100TH-103RD
CL-BYPASS
R =3 0 0 .0 'R=300.0 '>>
>>
>>
>>
>>
>>
0
1
2
TEMPORARY CONNECT
SNA PARKING LOT TO BYPASS
BYPASS-FES2
BYPASS-FES1
MATCH EXISTING PAVEMENT
MATCH EXISTING PAVEMENT
TRAFFIC
FLOW
790
800
810
820
830
790
800
810
820
830
814.60814.07+30 814.54814.0814.39814.08+00 814.20814.0814.02814.09+00 814.13814.1814.28814.010+00 814.13814.0813.98813.511+00 813.83813.7813.68812.012+00 813.53811.6813.38811.513+00 813.25812.4813.28811.114+00 813.72811.3814.08811.515+00 814.32811.9814.57811.916+00 16+25
0.88%0.48%
-0.07%
-0.30%-0.30%0.88%-0.53%0.06%PVIS: 8+32.67PVIE: 814.29PVIS: 8+84.15PVIE: 814.02PVIS: 9+41.18PVIE: 814.05PVIS: 9+75.57PVIE: 814.35PVIS: 13+43.21PVIE: 813.25PVIS: 13+93.17PVIE: 813.22PVIS: 14+81.11PVIE: 813.99PVIS: 16+09.46PVIE: 814.6112" STRMPROFILE GRADE -
TOP OF BYPASS SURFACE
0.75' PAVEMENT SECTION INPLACE GROUNDLINE
MATCH PROPOSED PAVEMENT
MATCH EXISTING PAVEMENTMATCH EXISTING PAVEMENT
0.75' PAVEMENT SECTION
WORK AREA
LEGEND
12'
CL
P/G
12'
9" AGGREGATE BASE, CL. 5
BYPASS TYPICAL SECTION
103RD ST S.
1:4 MAX
2'
SHLD
0.020.02
1:4 MA
X
2'
SHLD
4" TOPSOIL & TEMP
TURF ESTABLISHMENT
6" TOPSOIL & TEMP
TURF ESTABLISHMENT
800
810
820
830
800
810
820
830
0+001+002+002+20 BYPASS-FES1STA 0+15INV 810.11 12" SWBYPASS-FES2STA 1+98INV 811.03 12" NEINPLACE GROUNDLINE
TOP OF BYPASS SURFACE
TOP OF FINISHED SURFACE
183'-12" @ 0.50%
0 30 60
N
MATCHLINE7+30SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C662.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNO_BYPASSTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TRAFFIC CONTROL AND DETOUR PLAN
103RD STREET S. BYPASS ROAD
26
PBW
MAF
MAF
DRS
JDP
193806597 158
1.ALL TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC OPERATION SHALL BE COVERED, REMOVED OR
REVISED AS DIRECTED BY THE ENGINEER.
2.WHEN SIGNS ARE INSTALLED, THEY SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT THE PROPER HEIGHT AND LATERAL OFFSET AS DETAILED IN THE MNMUTCD. IF THIS IS NOT
POSSIBLE THEY WILL BE MOUNTED ON PORTABLE SUPPORTS AS APPROVED BY THE ENGINEER. WHEN THE SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO BE REMOVED AS SOON AS
POSSIBLE.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXTRA SIGNING NEEDED TO FACILITATE TRAFFIC SWITCHES OR FOR TRANSITIONING TRAFFIC FROM ONE STAGE TO ANOTHER.
4.ALL SIGNS SHALL MEET MINIMUM RETRO-REFLECTVITY REQUIREMENTS AS OUTLINED IN THE MNMUTCD.
5.LONGITUDINAL DROPOFFS SHALL BE SIGNED AS SHOWN IN THE "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS" FIELD MANUAL UNLESS OTHERWISE SPECIFIED IN THESE PLANS.
6.THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE FINAL SIGNS TO ASSURE THAT THE FINAL SIGNS ARE INSTALLED AS NEEDED, OR PROVIDE TEMPORARY SIGNING AT THEIR
EXPENSE UNTIL THE FINAL SIGNING IS INSTALLED.
SIGNING:
GENERAL INFORMATION:
NOTES
1.THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN THE DEVICES IN THIS DETOUR PLAN UNLESS OTHERWISE NOTED.
2.FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER.
3.ALL DISTANCES ARE APPROXIMATE.
4.THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD.
5.IF THE CONTRACTOR DECIDES TO PERFORM THE CONSTRUCTION WORK IN A MANNER OTHER THAN SHOWN IN THIS TRAFFIC CONTROL/DETOUR
PLAN, THE CONTRACTOR SHALL PROVIDE COMPLETE REVISED TRAFFIC CONTROL/DETOUR PLANS TO BE APPROVED BY THE ENGINEER.
6.ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MOST RECENT EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES, INCLUDING "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".
G20-X1
72X60
(INSTALL 7 DAYS
PRIOR TO CLOSURE)
BLACK
ON
ORANGE
SIGN LEGEND
W20-2
36X36
BLACK
ON
ORANGE
BLACK
ON
ORANGE
BLACK
ON
ORANGE
W20-3
36X36
W20-X6
36X36
M3-1
24X12
BLACK
ON
WHITE
M3-2
24X12
BLACK
ON
WHITE
M3-3
24X12
BLACK
ON
WHITE
M3-4
24X12
BLACK
ON
WHITE
M4-8a
24X18
BLACK
ON
ORANGE
M4-9m (ATL)
30X24
BLACK
ON
ORANGE
M4-9m (ATR)
30X24
BLACK
ON
ORANGE
M4-9m (L)
30X24
BLACK
ON
ORANGE
M4-9m (R)
30X24
BLACK
ON
ORANGE
R11-4
60X30
BLACK
ON
WHITE
R11-2
48X30
BLACK
ON
WHITE
F TYPE A FLASHER
TYPE III BARRICADE
TRAFFIC SIGN
TYPE III BARRICADE
1
48
3.0" Radius, 1.0" Border, Black on Orange;
"100th St", D; 666.9 20.7 6 7.5 6.9 6181 0 0 t h S t 664.3 25.6 6 13.8 4.3 61854
3.0" Radius, 1.0" Border, Black on Orange;
"Hadley Ave", D;
H a d l e y A v e
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C661.dwgXrefs:, 193806597_XSNO, CottageGrove_City, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TRAFFIC CONTROL AND DETOUR PLAN
NOTES AND LEGEND
27
PBW
MAF
MAF
DRS
JDP
193806597 158
H a d l e y A v e
H a d l e y A v e
Hadley AveHadley AveH a d l e y A v e
H a d l e y A v e
Hadley AveHadley AveHadley AveHadley AveHadley AveHadley AveA A
Hadley AveHadley AveHadley AveHadley AveHadley AveHadley AveH a d l e y A v e
H a d l e y A v e Hadley AveHadley AveB
1 *
1 *
B
A
Hadley AveHadley AveF F F F
NOTES: SETUP A - BARRICADES ARE NOT SHOWN TO SCALE.
PROVIDE NECESSARY BARRICADES TO SPAN ROADWAY.
A
B
LEGEND
PLACE MIN. 7 DAYS PRIOR TO CLOSURE*
WORK AREA
DETOUR ROUTE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C661.dwgXrefs:, 193806597_XSNO, CottageGrove_City, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
0 800 1600
N
TRAFFIC CONTROL AND DETOUR PLAN
HADLEY AVENUE S. DETOUR
28
PBW
MAF
MAF
DRS
JDP
193806597 158
A A
1 *
1 *
B
A
A
1 *
1 00t h St
100thSt100thSt1
0
0
t
h
S
t
1
0
0
t
h
S
t 100thSt100thSt100thSt100thSt100thSt100thSt1 00t h St
F F F F
NOTES: SETUP A - BARRICADES ARE NOT SHOWN TO SCALE.
PROVIDE NECESSARY BARRICADES TO SPAN ROADWAY.
A
B
LEGEND
PLACE MIN. 7 DAYS PRIOR TO CLOSURE*
WORK AREA
DETOUR ROUTE
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 12:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C661.dwgXrefs:, 193806597_XSNO, CottageGrove_City, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
0 800 1600
N
TRAFFIC CONTROL AND DETOUR PLAN
100TH STREET S. DETOUR
29
PBW
MAF
MAF
DRS
JDP
193806597 158
LEGEND
ALIGNMENT NAMEXXX
1076 1080 1085 109010951100110493 95 100 105 110 115
EX 100TH ST
EX 103RD - HADLEY AVE HAYWARD AVE S.HEATH AVE S.HAMLET AVE S.HADLEY AVE S.103RD ST S.
102ND ST S.
0 200 400
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:11pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C103.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ALIGNMENT PLAN
EXISTING ALIGNMENTS
30
PBW
MAF
MAF
DRS
JDP
193806597 158
HAYWARD AVE S.HEATH AVE S.HAMLET AVE S.5055105155205
25
530535
54
0
54
5
5
5
0555559
1075 1080 1085 1090109511001105 1110 1115 1118
103RD STREET
HADLEY
3032404210 14
20 22
50 5556102ND ST
STREET4
STREET3
STREET8
STREET6
100TH STREET
60 65 69HAMLET AVE
LEGEND
ALIGNMENT NAMEXXX
0 200 400
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:11pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C103.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ALIGNMENT PLAN
PROPOSED ALIGNMENTS
31
PBW
MAF
MAF
DRS
JDP
193806597 158
100TH-103RD
SEGMENT
L1075
C1705
L1076
C1706
L1077
BEGIN
STATION
1075+00
1083+01.38
1093+21.85
1097+63.42
1106+55.10
END
STATION
1083+01.38
1093+21.85
1097+63.42
1106+55.10
1118+63.93
PI
STATION
1088+63.93
1102+54.96
DELTA
59°58'04"
59°57'52"
DEGREE
5°52'35"
6°43'29"
RADIUS
975.00
852.00
TANGENT
562.55
491.55
LENGTH
1020.47
891.68
BEGIN
(NORTH,EAST)
120136.24, 464698.93
120134.08, 465500.30
120618.82, 466345.72
121000.51, 466567.75
121424.10, 467306.46
END
(NORTH,EAST)
120134.08, 465500.30
120618.82, 466345.72
121000.51, 466567.75
121424.10, 467306.46
121420.91, 468515.28
PI
(NORTH, EAST)
120132.56, 466062.85
121425.40, 466814.91
BEGIN
DIRECTION
S89°50'44"E
S89°50'44"E
N30°11'13"E
N30°11'13"E
S89°50'56"E
END
DIRECTION
N30°11'13"E
S89°50'56"E
102ND ST
SEGMENT
L50
C50
L51
BEGIN
STATION
50+00
51+80.11
53+55.03
END
STATION
51+80.11
53+55.03
56+00
PI
STATION
52+73.95
DELTA
51°23'41"
DEGREE
29°22'58"
RADIUS
195.00
TANGENT
93.84
LENGTH
174.92
BEGIN
(NORTH,EAST)
120959.40, 465709.32
120959.17, 465889.43
121032.31, 466041.90
END
(NORTH,EAST)
120959.17, 465889.43
121032.31, 466041.90
121223.55, 466195.00
PI
(NORTH, EAST)
120959.05, 465983.26
BEGIN
DIRECTION
S89°55'41"E
S89°55'41"E
N38°40'38"E
END
DIRECTION
N38°40'38"E
HADLEY
SEGMENT
L502
L500
L501
C500
L503
C501
L504
C502
L505
C503
L506
C504
L507
BEGIN
STATION
500+34.25
507+23.14
507+86.64
509+06.70
510+09.93
510+60.47
512+37.05
522+75.60
528+69.40
536+50.31
539+26.88
549+19.15
554+55.29
END
STATION
507+23.14
507+86.64
509+06.70
510+09.93
510+60.47
512+37.05
522+75.60
528+69.40
536+50.31
539+26.88
549+19.15
554+55.29
559+52.70
PI
STATION
509+58.66
511+49.28
526+55.38
537+91.89
552+16.25
DELTA
16°06'53"
15°10'06"
90°43'31"
30°11'01"
61°26'13"
DEGREE
15°36'41"
8°35'24"
15°16'44"
10°54'49"
11°27'33"
RADIUS
367.01
667.00
375.00
525.00
500.00
TANGENT
51.95
88.81
379.78
141.57
297.10
LENGTH
103.22
176.58
593.80
276.57
536.14
BEGIN
(NORTH,EAST)
117891.24, 468366.48
118580.07, 468375.18
118643.10, 468382.88
118763.17, 468382.56
118865.07, 468396.70
118913.68, 468410.55
119087.90, 468436.00
120126.37, 468449.21
120506.13, 468074.26
120506.18, 467293.35
120577.38, 467029.40
121076.31, 466171.69
121522.67, 465923.30
END
(NORTH,EAST)
118580.07, 468375.18
118643.10, 468382.88
118763.17, 468382.56
118865.07, 468396.70
118913.68, 468410.55
119087.90, 468436.00
120126.37, 468449.21
120506.13, 468074.26
120506.18, 467293.35
120577.38, 467029.40
121076.31, 466171.69
121522.67, 465923.30
122019.88, 465937.40
PI
(NORTH, EAST)
118815.12, 468382.42
118999.10, 468434.87
120506.11, 468454.04
120506.19, 467151.77
121225.70, 465914.88
BEGIN
DIRECTION
N0°43'25"E
N6°57'41"E
N0°09'14"W
N0°09'14"W
N15°53'49"E
N15°53'49"E
N0°43'43"E
N0°43'43"E
N89°59'48"W
N89°59'48"W
N59°48'47"W
N59°48'47"W
N1°37'26"E
END
DIRECTION
N15°57'39"E
N0°43'43"E
N89°59'48"W
N59°48'47"W
N1°37'26"E
STREET3
SEGMENT
L30
BEGIN
STATION
30+00
END
STATION
32+00
PI
STATION DELTA DEGREE RADIUS TANGENT LENGTH BEGIN
(NORTH,EAST)
120425.72, 467117.82
END
(NORTH,EAST)
120617.81, 467173.52
PI
(NORTH, EAST)
BEGIN
DIRECTION
N16°10'12"E
END
DIRECTION
STREET4
SEGMENT
L40
BEGIN
STATION
40+00
END
STATION
42+00
PI
STATION DELTA DEGREE RADIUS TANGENT LENGTH BEGIN
(NORTH,EAST)
120619.70, 466757.76
END
(NORTH,EAST)
120792.58, 466858.32
PI
(NORTH, EAST)
BEGIN
DIRECTION
N30°11'13"E
END
DIRECTION
STREET6
SEGMENT
L10
BEGIN
STATION
10+00
END
STATION
14+99.33
PI
STATION DELTA DEGREE RADIUS TANGENT LENGTH BEGIN
(NORTH,EAST)
119289.05, 467939.25
END
(NORTH,EAST)
119290.34, 468438.58
PI
(NORTH, EAST)
BEGIN
DIRECTION
N89°51'07"E
END
DIRECTION
STREET8
SEGMENT
L20
BEGIN
STATION
20+00
END
STATION
22+99.33
PI
STATION DELTA DEGREE RADIUS TANGENT LENGTH BEGIN
(NORTH,EAST)
119949.59, 468147.64
END
(NORTH,EAST)
119950.40, 468446.97
PI
(NORTH, EAST)
BEGIN
DIRECTION
N89°50'36"E
END
DIRECTION
HAMLET AVE
SEGMENT
C1707
L1078
C1708
L1079
BEGIN
STATION
60+00
60+52.12
66+33.79
67+20.46
END
STATION
60+52.12
66+33.79
67+20.46
69+00
PI
STATION
60+26.30
66+88.88
DELTA
19°02'30"
89°45'36"
DEGREE
36°32'04"
103°33'31"
RADIUS
156.83
55.33
TANGENT
26.30
55.10
LENGTH
52.12
86.68
BEGIN
(NORTH,EAST)
121424.43, 465930.22
121433.17, 465981.36
121435.57, 466563.02
121489.61, 466619.38
END
(NORTH,EAST)
121433.17, 465981.36
121435.57, 466563.02
121489.61, 466619.38
121669.15, 466619.27
PI
(NORTH, EAST)
121433.09, 465955.06
121434.53, 466618.11
BEGIN
DIRECTION
N70°46'19"E
N89°45'48"E
S88°54'45"E
N0°02'10"W
END
DIRECTION
N89°48'49"E
N1°19'39"E
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:11pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C103.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ALIGNMENT PLAN
ALIGNMENT TABLES
32
PBW
MAF
MAF
DRS
JDP
193806597 158
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllll l l l l l l>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY A
V
E
506
507 508
509 510
511
512
513
514
BEGIN CONSTRUCTION
STA. 509+14
R/W
TE
CONSTRUCTION LIMITS
TE
R/W CONSTRUCTION LIMITS
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllll>>llSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE14 22STREET 6STREET 8514 515 516 517 518 519 520 521
R/W
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
REMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE
WALK
REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWING BITUMINOUS
PAVEMENT
CUL
l
REMOVE PIPE CULVERTS
REMOVE WATER MAIN
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)
SIGN REMOVALS - SEE SIGNING
PLAN SHEETS 118-125
FULL DEPTH RECLAMATION
SALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDER
STATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENT
0 30 60N03060NINPLACE / REMOVALS
INPLACE / REMOVALS MATCHLINE514+00MATCHLINE514+00MATCHLINE521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:14pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C001.dwgXrefs:, REMOVALS, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XSCL, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
INPLACE UTILITIES, & REMOVAL PLAN
HADLEY AVENUE S.
33
PBW
MAF
MAF
DRS
JDP
193806597 158
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE>>>>>lllllll>>>>>>>>>llllllllll>>>>>>>>ll
l
l
l
l
l
l l l l l l l
l
l
l
l llllllllllllSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE
52
1
52
2
52
3
524
525
526
527 528CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
TE
R/W
>>>>>>>>>>>>lllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l
l l l l SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE
528
529 530 531 532 533 534 535
CONSTRUCTION LIMITSTE
R/W
REMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE
WALK
REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWING BITUMINOUS
PAVEMENT
CUL
l
REMOVE PIPE CULVERTS
REMOVE WATER MAIN
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)
SIGN REMOVALS - SEE SIGNING
PLAN SHEETS 118-125
FULL DEPTH RECLAMATION
SALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDER
STATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENT
0 30 60N03060NINPLACE / REMOVALS
INPLACE / REMOVALSMATCHLINE521+50MATCHLINE528+13.1MATCHLINE528+13.1MATCHLINE535+62.51SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:14pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C001.dwgXrefs:, REMOVALS, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XSCL, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
INPLACE UTILITIES, & REMOVAL PLAN
HADLEY AVENUE S.
34
PBW
MAF
MAF
DRS
JDP
193806597 158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>>lllllllllllllllllllllllllllllllllllllllllll>>>lllSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S303132404142HADLEY A
V
E
535
536
537
538 539
540
541
542
543
CONSTRUCTION LIMITS
TE
R/W
CONSTRUCTION LIMITS
R/W
TE
>>>lllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS103RD STHADLEY AVE
HADLEY AVE
100TH ST102ND STFUTUREROADWAY109510961097545556544 545 546 547 548 549 550
551
R/W
R/W
TE
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE
WALK
REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWING BITUMINOUS
PAVEMENT
CUL
l
REMOVE PIPE CULVERTS
REMOVE WATER MAIN
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)
SIGN REMOVALS - SEE SIGNING
PLAN SHEETS 118-125
FULL DEPTH RECLAMATION
SALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDER
STATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENT
0 30 60N03060NINPLACE / REMOVALS
INPLACE / REMOVALSMATCHLINE535+62.51MATCHLINE543+13.58MATCHLINE543+13.58MATCHLINE550+63.58SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:15pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C001.dwgXrefs:, REMOVALS, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XSCL, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
INPLACE UTILITIES, & REMOVAL PLAN
HADLEY AVENUE S.
35
PBW
MAF
MAF
DRS
JDP
193806597 158
REMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE
WALK
REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWING BITUMINOUS
PAVEMENT
CUL
l
REMOVE PIPE CULVERTS
REMOVE WATER MAIN
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)
SIGN REMOVALS - SEE SIGNING
PLAN SHEETS 118-125
FULL DEPTH RECLAMATION
SALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDER
STATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENT
STATION OFFSET INFORMATION BASED ON 102ND ST ALIGNMENT EUUEEUFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHPOHPOHPOHPOHPC C C C C C C C C C C C C C C
CCGCCCCCCC C C C
C C C C
FO FO FOGG
GGGGGGGGGGGGGGGGG G
G G G G G G G G G G
GGTTTHll
llllllll
l l
lll
llllllllllllllll>>>>>>>>>>>>>>SSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSSSSllllllllllllllllllllllllll>>>>>>>>>>>>EX. HADLEY AVE
EX. 100TH ST551552
553
554 555 556 557 558
CONSTRUCTION LIMITS
END CONSTRUCTION
STA. 554+66
POWER
EASEMENT
R/W
R/W
93941097 1098 1099 1100
+64.8
58.6' R
+55.3
18.5' R
+55.3
18.5' L
+62.5
36.2' L
+94.2
66.9' L
+72.7
69.7' R
E
E EEUUUOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCEEETRAN>>>>>>>>>>>>>>>>>>>>lll
l lllllllllllFMFMlllllllllllllllllllllllllllllllSSSSSl>>>>>>>SS102ND ST51525
3102ND ST1090 1091 1092 1093 1094 1095 1096
+25.9
16.6' L
+25.9
16.4' R
+71.5
29.0' R
+80.3
17.6' R
+70.5
16.0' L
EX. HADLEY AVE
INPLACE - REMOVALS
INPLACE / REMOVALSMA
T
C
H
L
I
N
E
5
5
0
+
6
3
.
5
8
0 30 60N
MATCHLINE1096+42.140 30 60N
MATCHLINE1096+42.14MATCHLINE1089+2937SEE SHEETSHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:15pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C001.dwgXrefs:, REMOVALS, 193806597_XSNV, 193806597_XSXT, 193806597_XSXV, 193806597_XSCL, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193806597 158
INPLACE UTILITIES, & REMOVAL PLAN
HADLEY AVENUE S.
36
UUU
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
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+00.0
11.0' L
+00.0
12.9' R
R/W
R/W
CONSTRUCTION LIMITS
BEGIN CONSTRUCTION
STA. 1082+00
103RD ST
REMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE
WALK
REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWING BITUMINOUS
PAVEMENT
CUL
l
REMOVE PIPE CULVERTS
REMOVE WATER MAIN
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)
SIGN REMOVALS - SEE SIGNING
PLAN SHEETS 118-125
FULL DEPTH RECLAMATION
SALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDER
STATION OFFSET INFORMATION BASED ON 100TH-103RD ALIGNMENT
U
U
U
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
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OHP
OHP OHPOHPOHPOHPG
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G
G
G
G
G
G
G
G
G
C
C
C
C
C
C
C
C
C
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SS
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1085
1086
1087 108810891082
1083
1084
1085
1086 1087
1088
1089
1090
+28.4
142.4' L
+56.4
88.2' L
+00.0
11.0' L
+00.0
12.9' R
+90.1
116.5' R
+05.0
109.3' R
R/W
R/W
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
R/W
TE
SNA-NORTH
PARKING
103RD
S
TEX. HADLEY AVE103
R
D
S
T
0 30 60
N
PBW
MAF
MAF
DRS
JDP
193806597 158
INPLACE UTILITIES, & REMOVAL PLAN
103RD STREET S.
37MATCHLINE1082+50INPLACE / REMOVALS
INPLACE / REMOVALS
0 30 60
N
MATCHLINE1082+50MATCHLINE1090+00MATCHLINE 1089+29
36SEE SHEET
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:16pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C002.dwgXrefs:, REMOVALS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
>>>>>>>>>>>>>llllllllllllllSS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
S
1090
1091
1092 1093
1094
1095
1096
1097
R/W
R/W
TE
TE 545546CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
103RD ST HADLEY AVEHADLEY AVE100TH ST
U
FO
FO
F
O
F
O
F
O
F
O
FO
FO
FO
F
O
F
O
F
O
F
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O
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O
F
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O
FO
F
O
FO
FO
FO
FO
FO
FO
FO
FO
F
O
F
O
F
O
F
O
F
O
FO
FO
FO
F
O
F
O
FO
FO
F
O
FO
FO
F
O
F
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FO
F
O
FO
G-
B
G-
B
G-
B
G-
B
G-
B
G
-
B
G
-
B
G-
B
F
O
F
O
FO
FO
F
O
F
O
F
O
F
O
F
O
FO
O
H
P
O
H
P
O
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O
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P
O
H
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O
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P
O
H
P
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H
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O
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O
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O
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3
10
4
10
5
1097
1098
1099
1100
1101 1102
1103
1104
110
5
CONSTRUCTION LIMITS
R/W
R/W
TE
TE
CONSTRUCTION LIMITS
100TH ST
100TH
S
T
EX
.
1
0
0
T
H
S
T
REMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE
WALK
REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWING BITUMINOUS
PAVEMENT
CUL
l
REMOVE PIPE CULVERTS
REMOVE WATER MAIN
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)
SIGN REMOVALS - SEE SIGNING
PLAN SHEETS 118-125
FULL DEPTH RECLAMATION
SALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDER
STATION OFFSET INFORMATION BASED ON 100TH-103RD ALIGNMENT
0 30 60N
PBW
MAF
MAF
DRS
JDP
193806597 158
INPLACE UTILITIES, & REMOVAL PLAN
103RD STREET S. & 100TH STREET S.
38
0 30 60
NMATCHLINE1090+00MATCHLINE1097+50MATCHLINE1097+50MATCHLINE1105+00INPLACE / REMOVALS
INPLACE / REMOVALS
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:17pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C002.dwgXrefs:, REMOVALS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
E
E E
E
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FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
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FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
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OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPlll
llllllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>>>>
>
>
>
105 106 107
1105
1106 1107 1108 1109 1110 1111 1112 1113
+53.5
42.0' R
+80.2
24.5' L
+80.2
14.0' R
+62.6
37.5' L
+30.9
41.7' R
POWER EASEMENT
CONSTRUCTION LIMITS
R/W
POWER EASEMENT
END CONSTRUCTION
STA. 1108+80
100TH STHAYWARD AVEREMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE
WALK
REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWING BITUMINOUS
PAVEMENT
CUL
l
REMOVE PIPE CULVERTS
REMOVE WATER MAIN
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)
SIGN REMOVALS - SEE SIGNING
PLAN SHEETS 118-125
FULL DEPTH RECLAMATION
SALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDER
STATION OFFSET INFORMATION BASED ON EX 100TH ST ALIGNMENT
STATION OFFSET INFORMATION BASED ON 100TH-103RD ALIGNMENT
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FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
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FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO FO
E E E E
EEOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
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1102
1103
1104
1105
+80.8
23.1' L
+84.3
64.0' L
POWER EASEMENT
R/W
+98.3
78.8' L
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
+82.8
24.2' R
100T
H
S
THAMLET AVEEX. 100TH ST
0 30 60
N
PBW
MAF
MAF
DRS
JDP
193806597 158
INPLACE UTILITIES, & REMOVAL PLAN
100TH STREET S.
39
INPLACE / REMOVALS
INPLACE / REMOVALSMATCHLINE104+96.100 30 60
N
MATCHLINE1105+00MATCHLINE96+71.35SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:17pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C002.dwgXrefs:, REMOVALS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
E
U U U
U
E
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FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO
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OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
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93 94 95 96
10991100+45.3
11.6' L
POWER EASEMENT
POWER EASEMENT
R/W
552553554CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
+46.4
0.0'
+72.2
18.6' R
EX. 100TH STHADLEY AVEREMOVE BITUMINOUS
PAVEMENT
REMOVE CONCRETE
WALK
REMOVE
CURB & GUTTER
CLEARING AND
GRUBBING (EACH)
SAWING BITUMINOUS
PAVEMENT
CUL
l
REMOVE PIPE CULVERTS
REMOVE WATER MAIN
UTILITY STRUCTURE REMOVALS
>>REMOVE PIPE SEWER (STORM)
SIGN REMOVALS - SEE SIGNING
PLAN SHEETS 118-125
FULL DEPTH RECLAMATION
SALVAGE LIGHTING UNITREMOVE GRAVEL SHOULDER
STATION OFFSET INFORMATION BASED ON HADLEY ALIGNMENT
0 30 60
N
PBW
MAF
MAF
DRS
JDP
193806597 158
INPLACE UTILITIES, & REMOVAL PLAN
100TH STREET S.
40
INPLACE / REMOVALS MATCHLINE96+71.35SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:17pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C002.dwgXrefs:, REMOVALS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllll l l l l l l>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BEGIN CONSTRUCTION
STA. 509+14
506
507 508
509 510
511
512
513
514
R/W
TE
CONSTRUCTION LIMITS
TE
R/W CONSTRUCTION LIMITS
HADLEY A
V
E
6' WALK
8' TRAIL17'19'+77.3
15.0' L
+91.7
17.3' R
+57.5
18.0' R
+90.3
18.0' L +37.0
18.0' L
+37.0
18.0' R
+93.8
18.0' L
+23.7
48.5' L
30' RAD PT
+93.8
48.0' L
B618 C&G
790
800
810
820
830
790
800
810
820
830
807.8505+43807.8808.3506+00 810.37810.4810.79811.2507+00 811.22811.6811.19813.5508+00 810.06810.1809.62810.1509+00 809.19807.7809.01807.8510+00 809.23807.0809.72807.5511+00 810.23810.0810.73808.3512+00 811.23809.4811.73809.4513+00 812.23810.1812.71811.1514+00
0.85%-2.26%
-0.88%
1.00%PVIS: 506+40.72PVIE: 810.29PVIS: 507+85.53PVIE: 811.52PVIS: 508+50.14PVIE: 810.06PVI STA: 514+39.13
PVI ELEV: 813.13
K: 68.23
LVC: 119.55
BVCS: 513+79.35BVCE: 812.53HP: 514+47.87
EL.: 812.87
LP : ???EL.: ???
PVI STA: 510+01.37
PVI ELEV: 808.73
K: 63.57
LVC: 119.62
BVCS: 509+41.55BVCE: 809.26EVCS: 510+61.18EVCE: 809.33HP: ???EL.: ???LP : 509+97.34
EL.: 809.01
INPLACE GROUNDLINEPROFILE GRADE -
TOP OF FINISHED SURFACE
TRAFFIC
FLOW
2.04' PAVEMENT SECTION1.04' PAVEMENT SECTION
1:20
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON HADLEY
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60N
MATCHLINE514+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
HADLEY AVENUE S.
41
PBW
MAF
MAF
DRS
JDP
193806597 158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>llllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllll>>llSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE
514 515 516 517 518 519 520 5211422R/W
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TESTREET 6STREET 88' TRAIL 8' TRAIL
6' WALK 6' WALK
19'17'18'18'+23.7
48.5' L
30' RAD PT
+83.8
48.0' L
+53.8
47.5' L
+83.8
18.0' L
+53.9
18.0' L
+83.9
48.5' L
30' RAD PT
+53.9
48.0' L
+13.9
47.5' L
+43.9
18.0' L
30' RAD PT
+43.9
48.0' L
EXTEND AGGREGATE BASE CL. 5 &
AGGREGATE BACKFILL SECTION 20 FT
BEYOND PAVEMENT SURFACE
EXTEND AGGREGATE BASE CL. 5 &
AGGREGATE BACKFILL SECTION 20 FT
BEYOND PAVEMENT SURFACE
B618 C&G
D-428 MOD C&G
R/W
B618 C&G B618 C&G
790
800
810
820
830
790
800
810
820
830
812.71811.1514+00 812.87811.8812.67810.4515+00 812.30810.1811.93809.9516+00 811.55809.6811.22809.1517+00 811.16809.1811.41809.2518+00 811.79809.7812.16811.3519+00 812.53810.4812.91810.6520+00 813.28810.9813.66813.4521+00 814.03811.3521+50
0.75%-0.75%
PVI STA: 514+39.13
PVI ELEV: 813.13
K: 68.23
LVC: 119.55
EVCS: 514+98.91EVCE: 812.68HP: 514+47.87
EL.: 812.87
LP : ???EL.: ???
PVI STA: 522+00.39
PVI ELEV: 814.41
K: 77.33
LVC: 120.00
BVCS: 521+40.39BVCE: 813.96HP: 521+98.37
EL.: 814.18
LP : ???EL.: ???
PVI STA: 517+34.59
PVI ELEV: 810.92
K: 80.12
LVC: 120.00
BVCS: 516+74.59BVCE: 811.37EVCS: 517+94.59EVCE: 811.37HP: ???EL.: ???LP : 517+34.52
EL.: 811.14
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACEINPLACE GROUNDLINE
2.04' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON HADLEY
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60N
MATCHLINE514+00MATCHLINE521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
HADLEY AVENUE S.
42
PBW
MAF
MAF
DRS
JDP
193806597 158
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE>>>>>lllllll>>>>>>>>>llllllllll>>>>>>>>ll
l
l
l
l
l
l l l l l l l
l
l
l
l llllllllllllSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6' WALK
52
1
52
2
52
3
524
525
526
527 528CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
TE
R/W
HADLEY AVE
8'
T
R
A
I
L
6' WALK8' TRAIL18'18'18'18'+53.9
18.0' L
47.5' L
+43.9
18.0' L
+75.6
18.0' L
+75.6
18.0' R
18.0' L
+69.4
18.0' R
B618 C&G
790
800
810
820
830
790
800
810
820
830
814.03811.3521+50 814.18811.4522+00 814.01811.6813.61812.7523+00 813.21810.9812.81810.6524+00 812.41810.1812.01809.8525+00 811.61809.4811.21809.1526+00 810.81808.7810.41808.2527+00 810.00807.7809.60807.3528+00 809.45807.3528+19
-0.80%
PVI STA: 522+00.39
PVI ELEV: 814.41
K: 77.33
LVC: 120.00
EVCS: 522+60.39EVCE: 813.93HP: 521+98.37
EL.: 814.18
LP : ???EL.: ???
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
2.04' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON HADLEY
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60NMATCHLINE
521+50MATCHLINE528+19.36SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
HADLEY AVENUE S.
43
PBW
MAF
MAF
DRS
JDP
193806597 158
>>>>>>>>>>>>>lllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l
l l l l SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6' WALK
528
529 530 531 532 533 534 535
CONSTRUCTION LIMITSTE
R/W
HADLEY AVE
1:5
8' TRAIL26'18'8' WALK
+69.4
18.0' L
+08.7
26.0' L
+69.4
18.0' R
CITY PARK AREA
B618 C&G
R/W
790
800
810
820
830
790
800
810
820
830
809.45807.3528+19 809.20807.1808.80806.3529+00 808.40806.2808.00805.8530+00 807.79806.0807.89805.7531+00 808.23806.1808.57806.3532+00 808.92806.7809.26807.0533+00 809.61807.3809.95808.1534+00 810.30808.5810.64808.4535+00 810.99808.7811.12809.0535+69
PVI STA: 530+54.16
PVI ELEV: 807.57
K: 80.53
LVC: 120.21
BVCS: 529+94.05BVCE: 808.05EVCS: 531+14.26EVCE: 807.98HP: ???EL.: ???LP : 530+58.64
EL.: 807.79
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
2.04' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON HADLEY
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60N
MATCHLINE528+19.36MATCHLINE535+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
HADLEY AVENUE S.
44
PBW
MAF
MAF
DRS
JDP
193806597 158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>>lllllllllllllllllllllllllllllllllllllllllll>>>lllSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S8' TRAIL
8' TRA
I
L
8' TRAIL
535
536
537
538 539
540
541
542
5433031
32404142TE
TE
R/W
HADLEY A
V
E
FUTUREROADWAY1:5
1:35
1:15
8' TRAIL
8' TRAIL
8' TRAIL18'18'20'18'18'18'+11.8
26.0' L
+50.3
18.0' L
+50.3
18.0' R
+49.9
18.0' R
+83.0
49.8' R
30' RAD PT
+49.9
48.0' R
+58.1
18.0' L
+85.6
46.5' L
30' RAD PT
+58.1
48.0' L
+11.3
46.5' L
+38.8
18.0' L
30' RAD PT
+38.8
48.0' L
+26.9
18.0' L
+26.9
18.0' R
+13.9
49.8' R
+46.9
18.0' R
30' RAD PT
+46.9
48.0' R
+39.0
18.0' R
30' RAD PT
+39.0
48.0' R
+69.0
48.0' R
+97.0
50.0' R
+27.0
20.0' R
30' RAD PT
+27.0
50.0' R
+39.0
18.0' L
30' RAD PT
+39.0
48.0' L
+69.0
48.0' L
+97.0
48.0' L
+27.0
18.0' L
30' RAD PT
+27.0
48.0' L
EXTEND AGGREGATE BASE CL. 5 &
AGGREGATE BACKFILL SECTION 20 FT
BEYOND PAVEMENT SURFACE
EXTEND AGGREGATE BASE CL. 5 &
AGGREGATE BACKFILL SECTION 20 FT
BEYOND PAVEMENT SURFACE
EXTEND AGGREGATE BASE CL. 5 &
AGGREGATE BACKFILL SECTION 20 FT
BEYOND PAVEMENT SURFACE
EXTEND AGGREGATE BASE CL. 5 &
AGGREGATE BACKFILL SECTION 20 FT
BEYOND PAVEMENT SURFACE
B618 C&G
CONSTRUCTION LIMITS
R/W
CONSTRUCTION LIMITS
CONCRETE DRIVEWAY
APRON COMMERCIAL,
SEE DETAIL STR-17
CONCRETE DRIVEWAY
APRON COMMERCIAL,
SEE DETAIL STR-17
CONCRETE DRIVEWAY
APRON COMMERCIAL,
SEE DETAIL STR-17
CONCRETE DRIVEWAY
APRON COMMERCIAL,
SEE DETAIL STR-17
800
810
820
830
840
800
810
820
830
840
811.12809.0535+69 811.34809.0536+00 811.68809.6812.03810.5537+00 812.37811.2812.72811.9538+00 813.06810.6813.41812.5539+00 813.75811.5814.10811.8540+00 814.44812.1814.79812.4541+00 815.13813.5815.29814.0542+00 815.20813.4814.95812.8543+00 814.85812.7543+19
0.69%
PVI STA: 541+97.59
PVI ELEV: 815.46
K: 100.78
LVC: 120.00
BVCS: 541+37.59BVCE: 815.05EVCS: 542+57.59EVCE: 815.16HP: 542+07.20
EL.: 815.29
LP : ???EL.: ???
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACEINPLACE GROUNDLINE
2.04' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON HADLEY
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60N
MATCHLINE535+69.3MATCHLINE543+19.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
HADLEY AVENUE S.
45
PBW
MAF
MAF
DRS
JDP
193806597 158
ll>>>lllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS5' WALK8' TRAIL8' TRAIL8' TRAIL8' TRAIL
8' TRAIL
8' TRAIL 103RD STHADLEY AVE
HADLEY AVE
100TH STR/W
R/W 102ND STTE
TE
544 545 546 547 548 549 550
55110951096
1097545556105' LTL
125' LTL
1:35
20'20'20'20'+84.7
20.0' R
+72.7
20.0' L
+24.7
60.0' R
40' RAD PT
+84.7
60.0' R
+12.7
60.0' L
40' RD PT
+72.7
60.0' L
+64.7
60.0' L
40' RAD PT
+04.7
60.0' L
+04.7
20.0' L
+16.7
20.0' R
+76.7
60.0' R
40' RAD PT
+16.7
60.0' R
+19.2
20.0' L
30' RAD PT
+35.6
50.0' L
30' RAD PT
+50.9
50.0' L
+50.9
20.0' L
+78.2
48.3' L +08.3
48.3' L
+35.6
20.0' L
B618 C&G
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
800
810
820
830
840
800
810
820
830
840
814.85812.7543+19 814.70813.4814.45812.2544+00 814.20812.1813.95811.8545+00 813.70811.2813.44810.8546+00 813.18810.4812.93810.5547+00 812.71810.9812.79810.9548+00 813.17811.0813.66811.3549+00 814.15811.7814.64813.1550+00 815.14814.2815.33813.2550+69
-0.52%
0.99%-0.50%PVIS: 545+38.69PVIE: 813.76PVI STA: 547+82.50
PVI ELEV: 812.50
K: 79.90
LVC: 120.00
BVCS: 547+22.50BVCE: 812.81EVCS: 548+42.50EVCE: 813.09HP: ???EL.: ???LP : 547+63.74
EL.: 812.70
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACEINPLACE GROUNDLINE
2.04' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON HADLEY
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60N
MATCHLINE543+19.3MATCHLINE550+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193806597 158
CONSTRUCTION PLAN AND PROFILE
HADLEY AVENUE S.
46
ll>>>>>>>>>>>>>>>>>>EUUEEUFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHPOHPOHPOHPOHPOHPOHPC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C C
CCGCCCCCCCC
C
C C C
C
C
C
FO
FO
FOGGG
GGGGGGGGGGGGGGGGG
G
G G G
G
G
G
G
G
G
GGG
TTTHlll l
l l
ll
l lllll l
lllllllllllllll
l llllllllllllllllllll>>>>>>>>>>>>>>>>>
>
>>>>>>>>>>>>>SSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>SSSSS>>llllllllllllllllllllllllllllllll>>lllllll>>llSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>S5' WALK8' TRAIL
CONSTRUCTION LIMITS
END CONSTRUCTION
STA. 554+66
102ND ST550551
552
553 554
555
556
557
558
5
4
5
5
TE
TE
R/W
POWER
EASEMENT
R/W
HADLEY AVE
8' TRAIL14'12'14'6061+07.0
20.0' R
+19.2
+39.7
56.9' R
+06.2
20.0' R
+73.2
46.9' R
30' RAD PT
+07.0
50.0' R 30' RAD PT
+06.3
50.0' R
30' RAD PT
+35.6
50.0' L
+50.9
20.0' L
+78.2
48.3' L
+08.3
48.3' L
+35.6
20.0' L
+55.3
20.0' L
+55.3
20.0' R
+62.5
36.2' L
+64.8
58.6' R
+01.2
66.5' L
B618 C&G
HAMLET AVECONSTRUCTION LIMITS
+31.6
89.8' R +65.4
94.8' R
800
810
820
830
840
800
810
820
830
840
0.50%-0.53%-0.50%PVIS: 559+52.70PVIE: 815.63PVI STA: 552+38.28
PVI ELEV: 816.99
K: 80.77
LVC: 120.00
BVCS: 551+78.28BVCE: 816.40EVCS: 552+98.28EVCE: 816.69HP: 552+57.89
EL.: 816.79
LP : ???EL.: ???
PVI STA: 556+95.87
PVI ELEV: 817.00
K: 116.50
LVC: 120.00
BVCS: 556+35.87BVCE: 816.70EVCS: 557+55.87EVCE: 816.68HP: 556+94.12
EL.: 816.84
LP : ???EL.: ???
PVI STA: 554+66.80
PVI ELEV: 815.85
K: 120.00
LVC: 120.00
BVCS: 554+06.80BVCE: 816.15EVCS: 555+26.80EVCE: 816.15HP: ???EL.: ???LP : 554+66.80
EL.: 816.00
815.33813.2550+69 815.63813.4551+00 816.12813.7816.59814.7552+00 816.79815.9816.68816.0553+00 816.43816.0816.18816.0554+00 816.01816.0816.05816.0555+00 816.27816.1816.52816.1556+00 816.76816.0816.84816.0557+00 816.71816.0816.44816.0558+00 816.18816.0815.91815.9559+00 815.65815.6559+58
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
2.04' PAVEMENT SECTION
1:20 553+56.64 (HADLEY) EL: 816.40= 60+00.00 (HAMLET AVE)PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON HADLEY
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60N
MATCHL
INE
550+69.3
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
HADLEY AVENUE S.
47
PBW
MAF
MAF
DRS
JDP
193806597 158
UUU
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllllllllllllllllllllllllll103RD ST
R/W
R/W
CONSTRUCTION LIMITS
BEGIN CONSTRUCTION
STA. 1082+00
1075 1076 1077 1078 1079 1080 1081 1082
14'14'4'4'800
810
820
830
840
800
810
820
830
840
765.31075+00 770.8776.51076+00 782.2787.71077+00 793.2798.61078+00 803.7808.21079+00 812.1814.71080+00 816.0816.01081+00 816.00816.0816.00816.01082+00 815.59816.01082+50
0.00%PVIS: 1081+20.51PVIE: 816.00PVIS: 1082+00.00PVIE: 816.00TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
1.92' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON 100TH-103RD
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60
N
MATCHLINE1082+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
103RD STREET S.
48
PBW
MAF
MAF
DRS
JDP
193806597 158
U
U
U
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP
OHP
OHP
OHP OHPOHPOHPOHPG
G
G
G
G
G
G
G
G
G
G
C
C
C
C
C
C
C
C
C
C
C
CCCCCCCCCCCCC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C llllllllllllllllllllllllll>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>
SS
SS >>SNA-NORTH
PARKING
103RD ST
R/W
R/W
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
1082
1083
1084
1085
1086 1087
1088
1089
1090
20'
1:40
8' TRAIL
8' TRAIL
14'14'14'14'>>>>4'4'4'4'800
810
820
830
840
800
810
820
830
840
815.59816.01082+50 815.18815.31083+00 814.77814.1814.37814.01084+00 813.96814.0813.55814.01085+00 813.14814.0812.73814.01086+00 812.32814.0811.96814.01087+00 811.86814.1812.02810.51088+00 812.27809.9812.52810.01089+00 812.77810.4813.02810.51090+00
-0.82%
PVI STA: 1087+29.59
PVI ELEV: 811.67
K: 91.08
LVC: 120.00
BVCS: 1086+69.59BVCE: 812.16EVCS: 1087+89.59EVCE: 811.97HP: ???EL.: ???LP : 1087+44.05
EL.: 811.86
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
1.92' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON 100TH-103RD
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60
N
MATCHLINE1082+50MATCHLINE1090+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
103RD STREET S.
49
PBW
MAF
MAF
DRS
JDP
193806597 158
>>>>>>>>>>>>>lllllllllllllllSS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
S103RD ST HADLEY AVEHADLEY AVE100TH ST
R/W
R/W
TE
TE
5445455461090
1091
1092 1093
1094
1095
1096
1097
150' RTL
150' LTL
1:15
1:40
B418 C&G
B418 C&G
B418 C&G
B618 C&G
B618 C&G
B618 C&G
B618 C&G
+69.8
26.0' R
+09.8
66.0' R
40' RAD PT
+69.8
66.0' R
+81.8
26.0' R
+81.8
26.0' L
+69.8
26.0' L
40' RAD PT
+69.8
66.0' L
+09.8
66.0' L
+49.8
78.0' L
+89.8
38.0' L
40' RAD PT
+89.8
78.0' L
+89.8
14.0' R
+05.8
14.0' R
+49.8
54.0' R
40' RAD PT
+89.8
54.0' R14'12'12'14'8' TRAIL
8' TRAIL
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
4'4'790
800
810
820
830
790
800
810
820
830
813.02810.51090+00 813.27810.8813.52811.11091+00 813.77811.3814.02811.51092+00 814.27812.0814.52811.91093+00 814.69812.0814.73812.31094+00 814.65812.3814.45812.01095+00 814.18811.7813.92812.31096+00 813.65812.3813.39811.11097+00 813.12810.91097+50
-0.53%
0.50%PVIS: 1096+29.79PVIE: 813.76PVI STA: 1093+95.43
PVI ELEV: 815.00
K: 199.24
LVC: 205.22
BVCS: 1092+92.82BVCE: 814.49EVCS: 1094+98.04EVCE: 814.46HP: 1093+92.44
EL.: 814.74
LP : ???EL.: ???
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
1.92' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON 100TH-103RD
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60N
MATCHLINE1090+00MATCHLINE1097+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193806597 158
CONSTRUCTION PLAN AND PROFILE
103RD STREET S. & 100TH STREET S.
50
U
F
O
FO
FO
FO
FO
FO
F
O
F
O
FO
F
O
FO
FO
FO
F
O
F
O
F
O
FO
FO
F
O
F
O
F
O
F
O
FO
FO
FO
FO
FO
F
O
F
O
FO
F
O
FO
FO
F
O
F
O
F
O
F
O
F
O
F
O
F
O
FO
FO
FO
F
O
F
O
FO
FO
FO
F
O
FO
F
O
F
O
FO
F
O
F
O
FO
F
O
F
O
FO
F
O
G-
B
G-
B
G-
B
G-
B
G-
B
G-
B
G
-
B
G
-
B
G-
B
F
O
FO
FO
F
O
F
O
FO
FO
F
O
F
O
F
O
F
O
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
lllllllllllll>l
l
>>>>>>>>>>>>>>>>>>>>>>100TH ST
100TH
S
T
CONSTRUCTION LIMITS
R/W
R/W
TE
TE
1097
1098
1099
1100
1101 1102
1103
1104
110
5
150' L
T
L
150' R
T
L
1:15
1:40
B418 C
&
G
B418 C
&
G
+89.8
38.0' L
40' RAD PT
+89.8
78.0' L
+89.8
14.0' R
+05.8
14.0' R
+49.8
54.0' R
40' RAD PT
+89.8
54.0' R 14'12'12'14'14'14'+84.4
38.0' L
+63.4
38.0' L
+63.4
14.0' R
+14.1
14.0' L
+45.2
14.0' L
+71.5
58.5' L
+80.9
67.9' L
+88.3
68.1' L
+97.4
57.9' L
+02.9
55.4' L
+12.4
66.0' L
10' RAD PT
+03.1
65.4' L
10' RAD PT
+28.9
64.7' L+28.7
54.7' L
10' RAD PT
+97.6
67.9' L
10' RD PT
+71.6
68.5' L
+23.5
103.9' L
8' TRAIL
8' TRAIL
8'
T
R
A
I
L
+19.6
64.7' L
CONSTRUCTION LIMITS
4'4'790
800
810
820
830
790
800
810
820
830
813.12810.91097+50 812.86810.71098+00 812.59810.3812.33810.11099+00 812.06809.9811.80809.81100+00 811.54809.5811.45810.01101+00 811.63810.0811.99810.11102+00 812.35810.1812.71810.61103+00 813.08810.8813.44811.11104+00 813.72811.1813.86813.41105+00
-0.53%0.72%
PVI STA: 1105+00.00
PVI ELEV: 814.16
K: 163.38
LVC: 200.00
BVCS: 1104+00.00BVCE: 813.44HP: 1105+18.31
EL.: 813.87
LP : ???EL.: ???
PVI STA: 1101+00.00
PVI ELEV: 811.27
K: 95.69
LVC: 120.00
BVCS: 1100+40.00BVCE: 811.58EVCS: 1101+60.00EVCE: 811.70HP: ???EL.: ???LP : 1100+90.71
EL.: 811.45
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
1.92' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON 100TH-103RD
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60
N
MATCHLINE
1097+50MATCHLINE1105+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
100TH STREET S.
51
PBW
MAF
MAF
DRS
JDP
193806597 158
E
E E
E
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPlll
llllllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>>>>
>
>
>
100TH STHAYWARD AVEPOWER EASEMENT
CONSTRUCTION LIMITS
R/W
POWER EASEMENT
END CONSTRUCTION
STA. 1108+80
1105
1106 1107 1108 1109 1110 1111 1112 1113150' LTL
1:40
B418 C&G
14'12'14'+55.1
24.4' L
+68.3
14.1' R
+38.6
25.9' L +80.2
26.0' L
+80.2
14.0' R
+30.7
49.0' L
+53.5
50.0' R
8' TRAIL
8' TRAIL
4'4'790
800
810
820
830
790
800
810
820
830
813.86813.41105+00 813.84813.5813.66813.51106+00 813.41813.3813.16813.11107+00 812.91812.8812.66812.61108+00 812.41812.4812.16812.21109+00 811.97812.0811.96812.01110+00 811.96812.0811.72811.71111+00 811.47811.5811.22811.21112+00 810.98811.0810.83810.81113+00 810.78810.8810.78810.81113+55
-0.01%-0.50%
-0.50%PVIS: 1109+38.65PVIE: 811.97PVIS: 1110+51.87PVIE: 811.96PVI STA: 1105+00.00
PVI ELEV: 814.16
K: 163.38
LVC: 200.00
EVCS: 1106+00.00EVCE: 813.66HP: 1105+18.31
EL.: 813.87
LP : ???EL.: ???
PVI STA: 1113+51.93
PVI ELEV: 810.46
K: 255.79
LVC: 254.79
BVCS: 1112+24.54BVCE: 811.10HP: ???EL.: ???LP : 1113+52.06
EL.: 810.78
TRAFFIC
FLOW
PROFILE GRADE -
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
1.92' PAVEMENT SECTION
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON 100TH-103RD
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60
N
MATCHLINE1105+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:43pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
CONSTRUCTION PLAN AND PROFILE
100TH STREET S.
52
PBW
MAF
MAF
DRS
JDP
193806597 158
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FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
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55255355460
61 62 63 64
+45.6
14.1' L
8' TRAILCONSTRUCTION LIMITS
TE
POWER
EASEMENT
R/WHADLEY AVE8' TRAIL14'
12'
14'
+20.8
49.7' R
30' RAD PT
+59.8
44.0' R
+59.8
14.0' R
30' RAD PT
+46.7
44.1' L+23.3
45.4' L
R/W
R/W
CONSTRUCTION LIMITS
HAMLET AVE 16'14'B618 C&G
B618 C&G
+93.4
14.0' L
+68.8
7.4' R
+93.4
14.0' R
+94.4
8.0' R
+68.8
16.5' L
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON HAMLET AVE
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
800
810
820
830
840
800
810
820
830
840
59+80 816.060+00 815.88816.0815.87816.061+00 816.01816.0816.00816.062+00 816.00816.0816.00816.063+00
-2.04%-0.60%0.50%-0.07%PVIS: 60+00.04PVIE: 816.40PVIS: 60+18.63PVIE: 816.02PVIS: 61+39.03PVIE: 816.02PVIS: 61+68.78PVIE: 816.00PVI STA: 60+73.63
PVI ELEV: 815.69
K: 100.45
LVC: 110.00
BVCS: 60+18.63BVCE: 816.02EVCS: 61+28.63EVCE: 815.97HP: ???EL.: ???LP : 60+78.40
EL.: 815.84
PROFILE GRADE -
TOP OF FINISHED SURFACE INPLACE GROUNDLINE
2.04' PAVEMENT SECTION
0 30 60
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193806597 158
CONSTRUCTION PLAN AND PROFILE
HAMLET AVENUE S.
53MATCHLINE64+00
U U U
E
E
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B G-B
G-B G-B
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO
E E E E
EEOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
C C C
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1103
1104
1105
POWER
EASEMENT
R/W
R/W
HAMLET AVE
64 65 66 6729' RAD PT
+16.4
60.0' R
+03.1
66.3' R
+51.6
30.5' R
8' TRAIL
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
R/W
100TH
S
T
+14.3
243.0' R
+09.4
312.2' R
+20.6
16.5' R
B618 C&G
SAW CUT EDGE OF
EXISTING PAVEMENT
+56.8
16.5' R
+02.7
21.0' R
+77.2
46.1' R 01
2 3
3
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON HAMLET AVE
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
800
810
820
830
840
800
810
820
830
840
814.20+00 815.59815.5815.51814.81+00 815.40815.4815.31815.32+00 815.21815.2815.09815.13+00 813.52814.74+00
0.99%1.35%0.00%-0.25%-0.18%
-3.14%
PVIS: 0+10.70
PVIE: 815.08
PVIS: 0+18.95PVIE: 815.17PVIS: 0+51.60PVIE: 815.61PVIS: 0+59.60
PVIE: 815.61
PVIS: 1+23.38PVIE: 815.45PVIS: 2+99.03PVIE: 815.12PVIS: 3+85.21PVIE: 812.420.75' PAVEMENT SECTION
PROFILE GRADE -
TOP OF FINISHED SURFACE INPLACE GROUNDLINE
0 30 60
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C601.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193806597 158
CONSTRUCTION PLAN AND PROFILE
HAMLET AVENUE S.
54MATCHLINE64+00MATCHLINE1105+00
5' SDWKEEEEEU
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
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E
E
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S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
R/W
R/W
R/W
102ND ST
TE
TE TE
5495505515
1
5
2
53 54
55
56
B618 C&G
B618 C&G
+46.9
44.0' L
+17.0
16.5' L
+17.0
16.5' R
+46.9
44.0' R
+55.0
16.5' R
+55.0
16.5' L
+79.7
16.5' R
+79.7
16.5' L
+25.9
16.6' L
+25.9
16.4' R 30' RAD PT
+17.0
46.5' L
30' RAD PT
+17.0
46.5' R
+71.5
29.0' R HADLEY AVElllllllllCONSTRUCTION LIMITS
CONSTRUCTION LIMITS
800
810
820
830
840
800
810
820
830
840
815.33816.050+52 814.91816.051+00 814.90815.1815.56814.052+00 816.24814.4816.25814.053+00 815.62813.4814.87812.854+00 814.27812.8814.25812.555+00 814.00813.8814.056+00
2.00%
2.00%-2.00%0.50%
-
2
5
.
0
0%
-0.03%
-1.52%PVIS: 54+65.37PVIE: 814.58PVIS: 54+85.37PVIE: 814.18PVIS: 55+42.40
PVIE: 814.46
PVIS: 55+44.25
PVIE: 814.00
PVIS: 56+00.00PVIE: 813.99PVIS: 54+45.37PVIE: 814.18PVI STA: 50+55.00
PVI ELEV: 815.33
K: 316.44
LVC: 70.00
EVCS: 50+90.00EVCE: 814.99PVI STA: 52+66.50
PVI ELEV: 816.89
K: 36.97
LVC: 130.00
BVCS: 52+01.50BVCE: 815.59EVCS: 53+31.50EVCE: 815.90HP: 52+75.44
EL.: 816.33
LP : ???EL.: ???
PVI STA: 51+45.00
PVI ELEV: 814.46
K: 37.08
LVC: 110.00
BVCS: 50+90.00BVCE: 814.99EVCS: 52+00.00EVCE: 815.56HP: ???EL.: ???LP : 51+25.84
EL.: 814.82
1:20 1:202.04' PAVEMENT SECTION
2.04' PAVEMENT SECTION
2.04' PAVEMENT SECTION
PROFILE GRADE -
TOP OF FINISHED SURFACE
INPLACE GROUNDLINE
PROPOSED ROADWAY
LEGEND
IN URBAN SECTIONS ROAD DIMENSIONS ARE MEASURED TO
FACE OF CURB.
STATION OFFSET INFORMATION BASED ON 102ND ST
ALIGNMENT.
NOTES:
INPLACE ROADWAY
TRAFFIC FLOW
0 30 60N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C602.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193806597 158
CONSTRUCTION PLAN AND PROFILE
102ND STREET S.
55
EEESSSSSSSSSSSSSSSBEGIN CONSTRUCTION
STA. 509+14
R/W
TE
CONSTRUCTION LIMITS
TE
R/W CONSTRUCTION LIMITS
HADLEY A
V
E
506
507 508
509 510
511
512
513
514
SSSSSSSSSSSR/W
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
HADLEY AVESTREET 6STREET 8514 515 516 517 518 519 520 5211422
PE
BITUMINOUS PAVEMENT
(INSET A)
BITUMINOUS TRAIL
PAVEMENT
6" CONCRETE WALK
AGGREGATE SURFACING
CLASS 3 (CV)
BITUMINOUS PAVEMENT
(INSET D)
BITUMINOUS PAVEMENT
(INSET F)
7" CONCRETE DRIVEWAY
(COMMERCIAL)
0 30 60N
0 30 60NMATCHLINE514+00MATCHLINE514+00MATCHLINE521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SURFACING PLAN
HADLEY AVENUE S.
56
PBW
MAF
MAF
DRS
JDP
193806597 158
EESSSSSSCONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
TE
R/W
HADLEY AVE
52
1
52
2
52
3
524
525
526
527 528SSCONSTRUCTION LIMITSTE
R/W
HADLEY AVE
CITY PARK AREA
528
529 530 531 532 533 534 535
BITUMINOUS PAVEMENT
(INSET A)
BITUMINOUS TRAIL
PAVEMENT
6" CONCRETE WALK
AGGREGATE SURFACING
CLASS 3 (CV)
BITUMINOUS PAVEMENT
(INSET D)
BITUMINOUS PAVEMENT
(INSET F)
7" CONCRETE DRIVEWAY
(COMMERCIAL)
0 30 60N
0 30 60NMATCHLINE521+50MATCHLINE528+19.36MATCHLINE528+19.36MATCHLINE535+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SURFACING PLAN
HADLEY AVENUE S.
57
PBW
MAF
MAF
DRS
JDP
193806597 158
SSSSSSSSSTE
TE
R/W
PE
PE
PE
PE
HADLEY A
V
E
535
536
537
538 539
540
541
542
5433031
32404142CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SSSSSSSSSSSSR/W
R/W
TE
TE
PE103RD STHADLEY AVE
HADLEY AVE
100TH ST102ND STFUTUREROADWAY544 545 546 547 548 549 550
55110951096
1097545556CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BITUMINOUS PAVEMENT
(INSET A)
BITUMINOUS TRAIL
PAVEMENT
6" CONCRETE WALK
AGGREGATE SURFACING
CLASS 3 (CV)
BITUMINOUS PAVEMENT
(INSET D)
BITUMINOUS PAVEMENT
(INSET F)
7" CONCRETE DRIVEWAY
(COMMERCIAL)
0 30 60N
0 30 60NMATCHLINE535+69.3MATCHLINE543+19.3MATCHLINE543+19.3MATCHLINE550+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SURFACING PLAN
HADLEY AVENUE S.
58
PBW
MAF
MAF
DRS
JDP
193806597 158
EUUEEUTTTHlll l
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ll llllll>>>>>>>>>>>>>>>>>
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>>>SSSSSSSSSSSSSSSSSSCONSTRUCTION LIMITS
END CONSTRUCTION
STA. 554+66
TE
TE
R/W
POWER
EASEMENT
R/W102ND STHADLEY
A
V
E
550551
552
553 554
555
556
557
558
5
4
5
5 HAMLET AVECONSTRUCTION LIMITS
BITUMINOUS PAVEMENT
(INSET A)
BITUMINOUS TRAIL
PAVEMENT
6" CONCRETE WALK
AGGREGATE SURFACING
CLASS 3 (CV)
BITUMINOUS PAVEMENT
(INSET D)
BITUMINOUS PAVEMENT
(INSET F)
7" CONCRETE DRIVEWAY
(COMMERCIAL)
0 30 60N
MATCHL
INE
550+69.3
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:52pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193806597 158
SURFACING PLAN
HADLEY AVENUE S.
59
UUUlllR/W
R/W
CONSTRUCTION LIMITS
BEGIN CONSTRUCTION
STA. 1082+00
103RD ST
1075 1076 1077 1078 1079 1080 1081 1082
U
U
U
SS
SS
R/W
R/W
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
SNA-NORTH
PARKING
103RD ST
1082
1083
1084
1085
1086 1087
1088
1089
1090
BITUMINOUS PAVEMENT
(INSET A)
BITUMINOUS TRAIL
PAVEMENT
6" CONCRETE WALK
AGGREGATE SURFACING
CLASS 3 (CV)
BITUMINOUS PAVEMENT
(INSET D)
BITUMINOUS PAVEMENT
(INSET F)
7" CONCRETE DRIVEWAY
(COMMERCIAL)
0 30 60
N
0 30 60
NMATCHLINE1082+50MATCHLINE1082+50MATCHLINE1090+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:53pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C612.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SURFACING PLAN
103RD STREET S.
60
PBW
MAF
MAF
DRS
JDP
193806597 158
SS
S
R/W
R/W
TE
TE
103RD ST HADLEY AVEHADLEY AVE100TH ST
5445455461090
1091
1092 1093
1094
1095
1096
1097
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
U
CONSTRUCTION LIMITS
R/W
R/W
TE
TE
100TH ST
100TH
S
T
1097
1098
1099
1100
1101 1102
1103
1104
110
5
CONSTRUCTION LIMITS
BITUMINOUS PAVEMENT
(INSET A)
BITUMINOUS TRAIL
PAVEMENT
6" CONCRETE WALK
AGGREGATE SURFACING
CLASS 3 (CV)
BITUMINOUS PAVEMENT
(INSET D)
BITUMINOUS PAVEMENT
(INSET F)
7" CONCRETE DRIVEWAY
(COMMERCIAL)
0 30 60N
0 30 60
NMATCHLINE1090+00MATCHLINE1097+50MATCHLINE1097+50MATCHLINE1105+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C612.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SURFACING PLAN
103RD STREET S. & 100TH STREET S.
61
PBW
MAF
MAF
DRS
JDP
193806597 158
E
E E
E
POWER EASEMENT
CONSTRUCTION LIMITS
R/W
POWER EASEMENT
END CONSTRUCTION
STA. 1108+80
100TH STHAYWARD AVE1105
1106 1107 1108 1109 1110 1111 1112 1113
U
U
U
U
H
S
SFM
S
S
S
S
S
S
R/W
R/W
R/W
TE
TE
PE
102ND ST
FUTURE
ROADWAY
5495505515
1
5
2
53 54
55
56
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BITUMINOUS PAVEMENT
(INSET A)
BITUMINOUS TRAIL
PAVEMENT
6" CONCRETE WALK
AGGREGATE SURFACING
CLASS 3 (CV)
BITUMINOUS PAVEMENT
(INSET D)
BITUMINOUS PAVEMENT
(INSET F)
7" CONCRETE DRIVEWAY
(COMMERCIAL)
0 30 60
N
0 30 60NMATCHLINE1105+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C612.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SURFACING PLAN
103RD STREET S. & 102ND STREET S.
62
PBW
MAF
MAF
DRS
JDP
193806597 158
BITUMINOUS PAVEMENT
(INSET A)
BITUMINOUS TRAIL
PAVEMENT
6" CONCRETE WALK
AGGREGATE SURFACING
CLASS 3 (CV)
BITUMINOUS PAVEMENT
(INSET D)
BITUMINOUS PAVEMENT
(INSET F)
7" CONCRETE DRIVEWAY
(COMMERCIAL)
E
U U U
U
E
E
T
T
T
H
SS
S S
SS
552553554CONSTRUCTION LIMITS
TE
POWER
EASEMENT
R/WHADLEY AVER/W
R/W
CONSTRUCTION LIMITS
HAMLET AVE
U U U
E
E
H
SS
SS
1102
1103
1104
1105
POWER
EASEMENT
R/W
R/W
HAMLET AVE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
R/W
100TH
S
T
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 1:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C611.dwgXrefs:, SURFACING, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTPBW
MAF
MAF
DRS
JDP
193806597 158
SURFACING PLAN
HAMLET AVENUE S.
63
0 30 60
N
MATCHLINE64+000 30 60
N
MATCHLINE64+00MATCHLINE1105+00
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE
STANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.
S
SSSSTREET 6HADLEY AVE S.
514
515SS6"
6"
6"
6"
3'
3'3'
3'
R/W 145001
5002
5003
5004
Point Table
Point #
5001
5002
5003
5004
Elevation Northing
119269.7902
119272.7631
119310.2106
119307.3903
Easting
468405.9824
468400.0197
468406.4965
468400.4601
0 10 20N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ADA PLAN
HADLEY AVENUE S. & STREET 6
64
PBW
MAF
MAF
DRS
JDP
193806597 158
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE
STANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.
S
SSS521 522SS6"
6"
6"
6"STREET 8HADLEY AVE S.
3'
3'3'
3'
R/W 225005
5006
5007
5008
Point Table
Point #
5005
5006
5007
5008
Elevation Northing
119929.8620
119932.8348
119970.2822
119967.4620
Easting
468414.3776
468408.4149
468414.8917
468408.8553
0 10 20N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ADA PLAN
HADLEY AVENUE S. & STREET 8
65
PBW
MAF
MAF
DRS
JDP
193806597 158
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE
STANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.
S
532 533SS6"6"
R/W
HADLEY AVE S.
CITY PARK AREA
5009 5010
Point Table
Point #
5009
5010
Elevation Northing
120479.4871
120479.4875
Easting
467698.1461
467690.1461
0 10 20N8'7'7'8'
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ADA PLAN
CITY PARK
66
PBW
MAF
MAF
DRS
JDP
193806597 158
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE
STANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.
S
SSSSS537
538
539SS
SSR/W
6"6"FUTURE ROAD EXTENSIONSTREET 33132HADLEY AVE S.FUTURE ROAD EXTENSIONSTREET 36"
6"
6"
6"
6"
6"
3'
3'
3'
3'
3'
3'3'
3'
TE
PE
PE
R/W
TE
5011
5012 5013
5014
5015
5016
5017
5018
Point Table
Point #
5011
5012
5013
5014
5015
5016
5017
5018
Elevation Northing
120491.2163
120484.1610
120491.3086
120499.6588
120567.6077
120574.4397
120564.9222
120556.4087
Easting
467156.0566
467150.7312
467121.1478
467120.9301
467140.6219
467145.2284
467174.1168
467174.7303
0 10 20N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ADA PLAN
HADLEY AVENUE S. & STREET 3
67
PBW
MAF
MAF
DRS
JDP
193806597 158
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE
STANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.
S
SS541 542 543
SSSSR/W
6"6"
HADLEY AVE S.41FUTURE ROAD EXTENSIONSTREET 4FUTURE ROAD EXTENSIONSTREET 46"
6"
6"3'3'
3'3'
6"
6"
6"
TE
PE
PE
R/W
TE
3'3'
3'3'
5019
5020 5021
5022
5023
50245025
5026
Point Table
Point #
5019
5020
5021
5022
5023
5024
5025
5026
Elevation Northing
120663.6306
120657.2747
120672.0274
120679.5018
120748.9774
120755.0432
120740.2561
120732.7818
Easting
466801.5686
466796.5847
466771.2235
466774.2848
466813.9528
466819.4354
466844.8556
466841.7944
0 10 20N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ADA PLAN
HADLEY AVENUE S. & STREET 4
68
PBW
MAF
MAF
DRS
JDP
193806597 158
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE
STANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.
S
SSS545 5461096
1097SSS SSS
SSR/W
4"
HADLEY AVE S.
HADLEY AVE S.103RD ST S.100TH ST S.4"
6"
4"
4'
4'
3'4"
6"
4"
4"
3'
4'
4'
3'
6"4"
4"
4"4"
4"
4"
6"
3'
4'
4'
3'3'
4'
4'
TE
R/W
R/W
R/W
TE
TE
TE
3'
3'
5027
5028
5029
5030 5031
5032
5033
5034
5035
5036
5037
50385039
5040
5041
5042
Point Table
Point #
5027
5035
5028
5029
5030
5031
5032
5033
5034
5036
5037
5038
5039
5040
5041
5042
Elevation Northing
120838.6441
120937.4034
120839.2449
120834.2731
120829.1628
120857.8693
120866.5894
120894.6643
120899.6379
120936.8025
120941.7744
120946.8846
120918.1781
120909.4582
120881.3831
120876.4095
Easting
466534.5203
466456.2204
466525.6147
466508.2209
466501.0956
466451.7469
466452.6668
466440.6139
466434.2520
466465.1260
466482.5199
466489.6451
466538.9938
466538.0739
466550.1268
466556.4888
0 10 20N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ADA PLAN
HADLEY AVENUE S. & 100TH STREET S. / 103RD STREET S.
69
PBW
MAF
MAF
DRS
JDP
193806597 158
LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE
STANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.
S
SSSSS549
550
551SSR/W
6"
HADLEY AVE S.5455TE
6"
6"
6"
3'3'102ND ST S.3'3'
R/W
R/W
R/W
TE
TE
PE
5043
5044
5045
5046
Point Table
Point #
5043
5044
5045
5046
Elevation Northing
121070.0837
121075.6271
121091.5390
121098.5518
Easting
466094.1392
466100.0845
466067.3254
466071.4340
0 10 20N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ADA PLAN
HADLEY AVENUE S. & 102ND STREET S.
70
PBW
MAF
MAF
DRS
JDP
193806597 158
EUUEETTTHSS553
554
SSS
S3'6"
R/W
6"
3'
6"3'
6"
3'
6"
3'
6"
3'
R/W
3'
6"
3'
6"
R/W
HADLEY AVE
S
.
5047
5048
5049
5050
5051
5052
5053 5054
6061HAMLET AVE S.LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE
STANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.
S
Point Table
Point #
5047
5048
5049
5050
5051
5052
5053
5054
Elevation Northing
121414.1553
121417.4717
121447.8529
121447.8196
121459.7865
121467.7645
121459.5524
121467.5390
Easting
465973.7779
465981.3643
465981.4829
465973.4830
465950.5608
465946.4079
465904.7372
465904.0450
0 10 20N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ADA PLAN
HADLEY AVENUE S. & HAMLET AVENUE S.
71
PBW
MAF
MAF
DRS
JDP
193806597 158
E
E
H
R/W
POWER EASEMENT
R/W
POWER EASEMENT
6"
6"
66 675055
5056
3'3'SR/W HAMLET AVE S.LEGEND
CURB HEIGHT
DRAINAGE FLOW ARROW
X"
F
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
BETWEEN 5.0% MINIMUM AND 8.3% MAXIMUM IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE
GREATER THAN 2.0% AND LESS THAN 5.0% IN
THE DIRECTION SHOWN AND CROSS SLOPE SHALL
NOT EXCEED 2.0%
LANDING AREA - 4' X 4' MIN. DIMENSIONS
AND MAX 2.0% SLOPE IN ALL DIRECTIONS
TRUNCATED DOMES
(SEE STANDARD PLATE 7038)
CONTROL POINT (BACK OF CURB)CP #
ALL PEDESTRIAN RAMPS SHALL BE REINFORCED WITH THE CURBLINE. SEE
STANDARD PLAN 5-297.250 SHEET 21 FOR CURB LINE REINFORCEMENT DETAIL.
S
Point Table
Point #
5055
5056
Elevation
0.000
0.000
Northing
121480.1309
121488.1310
Easting
466636.5453
466636.5483
0 10 20
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C621.dwgXrefs:, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
ADA PLAN
HAMLET AVENUE
72
PBW
MAF
MAF
DRS
JDP
193806597 158
514 515 516 517 518 519 520 521 52222
HADLEY AVESTREET 6STREET 8>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CBMH 205CBMH 206CBMH 207CB 213CBMH 214>>CB 215llllllllllllllllllllllll>>>>>llllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllll>>>>>>>lllllllSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>R/W
CONSTRUCTION LIMITS
TE
CONSTRUCTION LIMITS
R/WTE
TE
514+97
W 813.1
R 800.7
S 801.4
515+71
W 812.5
R 800.1
S 800.8
516+22
W 812.1
R 799.7
S 800.4
516+73
W 811.7
R 799.3
S 800.0
517+24
W 811.5
R 799.0
S 799.8
519+08
W 812.6
R 800.2
S 800.9
519+59
W 813.0
R 800.6
S 801.3
520+11
W 813.4
R 801.0
S 801.7
517+54
W 811.6
R 799.1
S 799.9
518+06
W 811.9
R 799.5
S 800.2
518+57
W 812.2
R 799.8
S 800.5
EXISTING FINISHED
GROUND PROFILE PROPOSED FINISHED
GROUND PROFILE
780
790
800
810
820
780
790
800
810
820
514+00 515+00 516+00 517+00 518+00 519+00 520+00 521+00 522+00MH 4STA 514+39RIM 812.87INV 780.76 24" NMH 5STA 516+40RIM 811.63INV 781.56 24" NINV 781.56 24" SMH 6STA 518+96RIM 812.13INV 782.59 24" NINV 782.59 24" SMH 7STA 521+00RIM 813.66INV 783.40 24" S200'-24" PVC @ 0.40%
256'-24" PVC @ 0.40%
203'-24" PVC @ 0.40%
27'26'25'24'24'24'24'24'24'25'25'
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:09pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C401.dwgXrefs:, VIEWPORTS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSSS, 193806597_XSXT, 193806597_XSXU, 193806597_XSNV, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
0 30 60N
PBW
MAF
MAF
DRS
JDP
193805569 158
SANITARY SEWER & WATERMAIN PLAN & PROFILE
HADLEY AVENUE
73
SERVICE NOTES:
1.ALL CUT-IN-WYES SHALL BE C905.
2.ALL SANITARY SERVICE RISERS SHALL BE 4" PVC C900 AND LATERALS 4" PVC SCHEDULE 40.
3.ALL WATER SERVICES SHALL BE 1" COPPER.
TYPICAL SERVICE INFORMATION:
X+XX INDICATES WYE STATION ALONG ROAD ALIGNMENT
W 900.0 INDICATES CURB BOX ELEVATION (FINISH GROUND)
R 891.0 INDICATES INVERT AT TOP OF SEWER RISER
S 892.0 INDICATES UPSTREAM INVERT ELEVATION OF SEWER SERVICE AT END OF SERVICE
5495505515
1
5
2
53 54
55
56
102ND ST
FUTURE
ROADWAY
HADLEY AVElllllllllUU
UEEEEEU
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
O
H
P
CCCCCCCCCCCCCCCCCCCCCC
C
C
C
C
C
C
G
G
G
G
G
G
E
E
E
E
E
E
H
ll>
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllFM
lllllllllllllllS
>>>lllllll>>>>>>>lllllllS
S
S
S>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
R/W
18" 22.5° BEND
18" 22.5° BEND
R/W
TE
18" X 8" REDUCER
CONNECT TO EX. 8" WM
18" BV & BOX
REMOVE 18" X 8" CROSS
18" X 18" CROSS
CONNECT TO EX. 18" WM (2)
18" X 8" TEE
8" GV & BOX
8" PLUG
1" CORP W/ CURB STOP
15' - 1" COPPER
REMOVE 18" PLUG
CONNECT TO EX. WM
800
810
820
830
800
810
820
830
0+50 1+00 2+00 3+00 4+00
EX. 8" DIP18"X8" REDUCERSTA 1+00INV 805.00 8" W18" CROSSSTA 1+05INV 805.00 18" SINV 805.00 18" W18" BVSTA 1+09INV 805.00 18" W18" BENDSTA 1+73INV 805.00 18" W18"X8" TEESTA 2+01INV 804.25 18" SWINV 804.25 8" SE18" BENDSTA 2+29INV 804.25 18" SW18" DIP CONNECT TO EXISTINGSTA 2+83EX. 18" DIP15" EX STORMMAINTAIN 2' SEPARATION.
ADD 2" INSULATION.7.5' MIN. COVERPROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
800
810
820
830
800
810
820
830
0+50 1+00 1+70
8" DIP8" GVSTA 0+69INV 804.25 8" SE8" PLUGSTA 1+14INV 804.50 8" NW18"X8" TEESTA 0+65INV 804.25 18" SWINV 804.25 8" SE7.5' MIN. COVERPROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
PBW
MAF
MAF
DRS
JDP
193805569 158
SANITARY SEWER & WATERMAIN PLAN & PROFILE
HADLEY AVENUE S.
74
0 30 60N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:09pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C401.dwgXrefs:, VIEWPORTS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSSS, 193806597_XSXT, 193806597_XSXU, 193806597_XSNV, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
WATER MAIN NOTES:
1.STATIONING IN PROFILE REFLECTS PIPE STATIONING.
2.ALL WATER MAIN SHALL BE DIP CLASS 52 WRAPPED IN POLYETHYLENE.
3.WATER MAIN SHALL HAVE A MINIMUM OF 7.5 FEET OF COVER.
4.HYDRANT ELEVATIONS ARE GIVEN TO TOP NUT OF HYDRANT.
10881
0
89
EX. MH 15
>>>E
E EEUUUO
H
P
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
C
C
C
C
C C C C C C C C C C C C C C C C C C C C C C C C C C C CTRAN>>>>>>>>>>>>>lll
l lllllFMFMllllllllllllllllllllllllllllllSSSS>>>>>>>>>>>>>>SSSS>>PLUG 15AR/W
R/W
EX. HADLEY AVE
103RD ST
CONNECT TO EX. MH
790
800
810
820
830
790
800
810
820
830
0+77 1+00 2+00
81'-8" PVC SDR 26 @ 0.50%PLUG 15ASTA 1+81INV 794.01 8" WMH 15STA 1+00RIM 814.05INV 793.61 8" WINV 793.61 8" EINV 793.61 8" SEXISTING FINISHED
GROUND PROFILE
PBW
MAF
MAF
DRS
JDP
193805569 158
SANITARY SEWER & WATERMAIN PLAN & PROFILE
HADLEY AVENUE S.
75
0 30 60N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:09pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C401.dwgXrefs:, VIEWPORTS, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSSS, 193806597_XSXT, 193806597_XSXU, 193806597_XSNV, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SANITARY SEWER NOTES:
1.STATIONING IN PROFILE REFLECTS PIPE STATIONING.
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllll l l l l l l>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BEGIN CONSTRUCTION
STA. 509+14
R/W
TE
CONSTRUCTION LIMITS
TE
R/W CONSTRUCTION LIMITS
HADLEY A
V
E
CBMH 208CBMH 209
CBMH 210
CB 216
CB 211 1+0010+00
11+00
12+00
13+00
14+00>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
506
507 508
509 510
511
512
513
514
790
800
810
820
830
790
800
810
820
830
9+8110+0011+0012+0013+0014+0014+25 18" WATER33'-15" RCP
@ 0.40%CB 211STA 14+05RIM 808.59INV 804.38 15" NWCBMH 210STA 13+72RIM 808.36INV 804.25 15" SEINV 804.25 15" N139'-15" RCP
@ 0.40%CBMH 209STA 12+33RIM 809.75INV 803.70 15" SINV 803.70 15" N108'-15" RCP
@ 0.40%CBMH 208STA 11+26RIM 810.83INV 803.27 15" SINV 806.56 15" EINV 803.27 18" N282'-18" RCP
@ 0.40%
PROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
790
800
810
820
830
790
800
810
820
830
0+50 1+00 2+0018" WATERCBMH 208STA 1+00RIM 810.83INV 803.27 15" SINV 806.56 15" EINV 803.27 18" NCB 216STA 1+36RIM 810.88INV 806.74 15" W36'-15" RCP
@ 0.50%
PROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
0 30 60N
MATCHLINE514+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
DRAINAGE PLAN & PROFILE
HADLEY AVENUE S.
76
PBW
MAF
MAF
DRS
JDP
193806597 158
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllll>>llSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE
R/W
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TESTREET 6STREET 8CBMH 205CBMH 206CBMH 207
CB 213CBMH 214
CB 215 1+001+003+004+005+006+007+008+009+0014 22>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>llllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>514 515 516 517 518 519 520 521
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>790
800
810
820
830
790
800
810
820
830
2+313+004+005+006+007+008+009+009+81
282'-18" RCP
@ 0.40%CBMH 207STA 8+44RIM 811.97INV 802.14 18" SINV 802.14 18" N197'-18" RCP
@ 0.40%CBMH 206STA 6+47RIM 810.72INV 801.35 18" SINV 806.39 15" EINV 801.35 24" N264'-24" RCP
@ 0.30%CBMH 205STA 3+83RIM 812.48INV 800.56 24" SINV 808.32 15" EINV 800.56 24" N333'-24" RCP
@ 0.30%8" WATER8" WATERPROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
0 30 60N
MATCHLINE514+00MATCHLINE521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
DRAINAGE PLAN & PROFILE
HADLEY AVENUE S.
77
PBW
MAF
MAF
DRS
JDP
193806597 158
780
790
800
810
820
780
790
800
810
820
0+50 1+00 2+00CBMH 206STA 1+00RIM 810.72INV 801.35 18" SINV 806.39 15" EINV 801.35 24" NCBMH 214STA 1+36RIM 810.73INV 806.57 15" EINV 806.57 15" WCB 215STA 1+67RIM 810.03INV 806.72 15" W31'-15" RCP
@ 0.50%
36'-15" RCP
@ 0.50%18" WATERPROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
780
790
800
810
820
780
790
800
810
820
0+50 1+00 1+7018" WATERCBMH 205STA 1+00RIM 812.48INV 800.56 24" SINV 808.32 15" EINV 800.56 24" NCB 213STA 1+36RIM 812.48INV 808.50 15" W36'-15" RCP
@ 0.50%
PROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllll>>llSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE
R/W
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TESTREET 6STREET 8CBMH 205CBMH 206CBMH 207
CB 213CBMH 214
CB 215 1+001+003+004+005+006+007+008+009+0014 22>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>llllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>514 515 516 517 518 519 520 521
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
DRAINAGE PLAN & PROFILE
HADLEY AVENUE S.
78
PBW
MAF
MAF
DRS
JDP
193806597 158
0 30 60N
MATCHLINE514+00MATCHLINE521+50
OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE>>>>>lllllll>>>>>>>>>llllllllll>>>>>>>>ll
l
l
l
l
l
l l l l l l l
l
l
l
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>>
>>
>>
>>>>>>>>>>>>>>>>SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>CONSTRUCTION LIMITS
TE
TE
R/W
HADLEY AVE
EX CBMH 204
0+
5
0
1+
0
0
2+
0
0
3+
0
0
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
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52
1
52
2
52
3
524
525
526
527 528CONSTRUCTION LIMITS>>>785
790
800
810
820
830
785
790
800
810
820
830
0+251+002+002+31 12" STORM333'-24" RCP
@ 0.30%CBMH 204STA 0+50RIM 812.91INV 799.56 24" SINV 799.56 24" NPROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
0 30 60NMATCHLINE
521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
DRAINAGE PLAN & PROFILE
HADLEY AVENUE S.
79
PBW
MAF
MAF
DRS
JDP
193806597 158
l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llll
l
l
l
l
l
l
l
l
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>>
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>>>>>>>>>>TER/WHADLEY
AVEEX CBMH
204
FES 501 FES 5020+50>>>>>>>>>>523524525
5
2
6
1+00 2+00
780
790
800
810
820
780
790
800
810
820
0+50 1+00 2+00 2+59FES 501STA 1+00INV 796.00 15" WFES 502STA 2+09INV 795.46 15" E109'-15" RCP
@ 0.50%
EXISTING FINISHED
GROUND PROFILE
PROPOSED FINISHED
GROUND PROFILE
0 30 60N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:13pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
DRAINAGE PLAN & PROFILE
CITY PARK
80
PBW
MAF
MAF
DRS
JDP
193806597 158
790
800
810
820
830
790
800
810
820
830
2+40 3+00 4+00 5+00 5+50CBMH 242STA 2+49RIM 816.09INV 804.24 18" NINV 804.24 18" SE141'-18" RCP
@ 0.30%CBMH 243STA 3+90RIM 816.07INV 804.66 18" EINV 804.66 18" SCBMH 244STA 4+85RIM 815.00INV 810.90 15" NINV 804.92 18" W95'-18" RCP
@ 0.27%
PROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
28'-15" RCP
@ 0.50%CB 245STA 5+13RIM 814.88INV 811.04 15" SE
U U U
U
E
E
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
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END CONSTRUCTION
STA. 554+66
TE
POWER
EASEMENT
R/W
HADLEY AVEEX. CBMH 242
CBMH 243
CB 245
R/W
CBMH 244
HAMLET AVE
3+004+00 5+00>>>>>>>>>>>>>>>>>>552553554CONSTRUCTION LIMITS 0 30 60
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:14pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
DRAINAGE PLAN & PROFILE
HAMLET AVENUE S.
81
PBW
MAF
MAF
DRS
JDP
193806597 158
790
800
810
820
830
790
800
810
820
830
0+501+001+74 8" SANFES 406STA 1+50INV 810.80 15" NEFES 405STA 0+75INV 810.43 15" SW75'-15" RCP
@ 0.50%
PROPOSED FINISHED
GROUND PROFILE
EXISTING FINISHED
GROUND PROFILE
U
U
U
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
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1083
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1085
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1088
1089
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CHECK DAM (TYP)
0 30 60
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:14pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C501.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSST, 193806597_XSXT, 193806597_XSXU, VIEWPORTSTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
DRAINAGE PLAN & PROFILE
103RD STREET
82
PBW
MAF
MAF
DRS
JDP
193806597 158
81
0 806807808809790795800805STOCKPILE EXTRA
FOR EXTRA EXCAVATED
MATERIAL
STOCKPILE EXTRA
FOR EXTRA EXCAVATED
MATERIAL
FUTURE CITY PARK
>>>>>>>>>>>>>>>>>>>>llllll>>>
>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE
>>>>>>>>>>>>>>>>>>>>>>>>
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TOP 806.5
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795800805SEE SHEET 80 FOR
CULVERT PROFILE81
0 806807808809790795800805STOCKPILE EXTRA
FOR EXTRA EXCAVATED
MATERIAL
STOCKPILE EXTRA
FOR EXTRA EXCAVATED
MATERIAL
FUTURE CITY PARK
>>>>>>>>>>>>>>>>CBMH 205 CB 213>>>>FES 501FES 502
llllll>>>
>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE
>>>>>>>>>>>>>>>>>>>>>>>>
>
>>>>>>>>
>
>
>>>
l
l
l
l
l l l l l l l l
ll>>>>>l
llll>l>>>>>llllll>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllSS SS
SS
SSSS
SS
SS
SS SS SS
SS>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>S
S
S >>>>>>
>>>>>>>>>>>>>>>>>>>>8
0
5
806807808809INFILTRATION BASIN
TOP 806.5
HWL 802.5
BOT 793.0
795800805SEE SHEET 80 FOR
CULVERT PROFILE81
0 806807808809790795800805STOCKPILE EXTRA
FOR EXTRA EXCAVATED
MATERIAL
STOCKPILE EXTRA
FOR EXTRA EXCAVATED
MATERIAL
FUTURE CITY PARK
>>>>>>>>>>>>>>>>CBMH 205 CB 213>>>>FES 501FES 502
llllll>>>
>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE
>>>>>>>>>>>>>>>>>>>>>>>>
>
>>>>>>>>
>
>
>>>
l
l
l
l
l l l l l l l l
ll>>>>>l
llll>l>>>>>llllll>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllSS SS
SS
SSSS
SS
SS
SS SS SS
SS>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>S
S
S >>>>>>
>>>>>>>>>>>>>>>>>>>>8
0
5
806807808809INFILTRATION BASIN
TOP 806.5
HWL 802.5
BOT 793.0
795800805SEE SHEET 80 FOR
CULVERT PROFILE
4:1
4:1
MAINTENANCE
BENCH
10:1
4:1
SAFETY/AQUATIC
VEGETATION
BENCH
10:1
3:1
HWL = 802.5
799.0
798.0
NWL = 796.0
795.0
4:1
8'2'8'4'15'5'10'1'10'1'14'3.5'38'9.5'8'2'4'4'
4:1
HWL = 802.5
BASIN
BOTTOM
= 793.0
4:1
TOP OF BERM
4:1EXISTING
GROUND
TOP OF BERM
EXISTING
GROUND
POND
BOTTOM
= 793.0
POND
INFILTRATION
BASIN
0 50 100
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:17pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C301.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXUTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
GRADING PLAN
CITY PARK AREA
83
PBW
MAF
MAF
DRS
JDP
193806597 158
THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET AS WELL AS IN THE SPECIAL PROVISIONS, MNDOT SPEC BOOK
(2020 EDITION), OR ON FILE WITH THE CITY OF COTTAGE GROVE. THE NOTES AND TABLE BELOW ARE INTENDED TO BE A QUICK REFERENCE FOR THE
CONTRACTOR AND PROJECT ENGINEER TO USE IN THE FIELD. THERE MAY BE ADDITIONAL REQUIRED SWPPP ELEMENTS INCLUDED ON THE PROJECT THAT ARE
NOT LISTED ON THIS SHEET.
TOTAL DISTURBED AREA ACRES
TOTAL EXISTING IMPERVIOUS SURFACE AREA ACRES
TOTAL PROPOSED IMPERVIOUS SURFACE AREA ACRES
TOTAL PROPOSED NET CHANGE IN IMPERVIOUS SURFACE AREA ACRES
THE PROJECT ENGINEER AND CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION
AND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION HAS BEEN FILED.
MPCA DUTY OFFICER 24 HOUR EMERGENCY NOTIFICATION:
651-649-5451 OR 800-422-0798
THESE SPECIAL AND IMPAIRED WATERS ARE LOCATED WITHIN ONE MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE
PROXIMITY OF THESE SPECIAL AND IMPAIRED WATERS. THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT WILL APPLY TO ALL AREAS OF THE SITE.
PROJECT LOCATION:
1.HADLEY AVENUE FROM THE ROUNDABOUT AT 105TH STREET TO THE INTERSECTION OF HADLEY AVENUE AND 100TH STREET.
100TH STREET / 103RD STREET FROM 500 FT WEST OF THE EXISTING INTERSECTION OF 103RD STREET / HADLEY AVENUE TO THE
EXISTING INTERSECTION OF 100TH STREET / HAYWARD AVENUE.
THE PROJECTS IS WITHIN THE CITY OF COTTAGE GROVE, WASHINGTON COUNTY, MINNESOTA.
THE PLANNED SCOPE OF THE PROJECT INCLUDES:
AGGREGATE BASE, BITUMINOUS PAVEMENT, CONCRETE CURB AND GUTTER, BITUMINOUS TRAIL, CONCRETE SIDEWALK, STORM
SEWER, SANITARY SEWER, WATER MAIN, SIGNING, PAVEMENT MARKINGS, LIGHTING, AND LANDSCAPING.
INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A
RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTION
AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED. INSPECT SURFACE WATER
INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE
OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT ACCUMULATION. INSPECT INFILTRATION
AREAS FOR SIGNS OF SEDIMENT DEPOSITION AND COMPACTION (TO ENSURE THAT EQUIPMENT IS NOT BEING DRIVEN ACROSS THE AREA).
RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE
TO THE PROJECT ENGINEER. INCLUDE THE FOLLOWING IN THE RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:
A. DATE AND TIME OF INSPECTIONS
B. NAME OF PERSONS CONDUCTING INSPECTIONS
C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS
D. CORRECTIVE ACTIONS TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES
E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS
F. DOCUMENTS AND CHANGES MADE TO THE SWPPP
REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLY
BELOW:
A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES NONFUNCTIONAL OR SEDIMENT
REACHES 1/2 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY THE END OF THE NEXT BUSINESS DAY FOLLOWING
DISCOVERY.
B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR SEDIMENT REACHES 1/2 THE
HEIGHT AND/OR DEPTH OF THE DEVICE.
C. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE SEDIMENT HAS REACHED
1/2 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF DISCOVERY.
D. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS INCLUDING DRAINAGE WAYS, CATCH BASINS, AND
OTHER DRAINAGE SYSTEMS. RESTABILIZE ANY AREAS THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATIONS.
SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A
SITE MANAGEMENT PLAN FOR WORKING IN SURFACE WATERS. CONTACT ALL APPROPRIATE AUTHORITIES PRIOR TO
WORKING IN SURFACE WATERS.
E. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY. STREET
SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS. LIGHTLY WET THE PAVEMENT PRIOR TO
SWEEPING.
F. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL STABILIZATION, AND
THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.
COTTAGE GROVE AND THE CONTRACTOR ARE COPERMITEES FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS
RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. THE
CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE
CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE MPCA.
THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE CERTIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS. COPIES OF THE CERTIFICATIONS ARE ON FILE WITH CITY OF COTTAGE
GROVE AND ARE AVAILABLE UPON REQUEST.
PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT
CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE
INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING AND AFTER CONSTRUCTION UNTIL THE NOTICE OF
TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL
PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.
PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT INSTALLS THE PRODUCTS LISTED IN
SPECIFICATION SECTION 2573.3.A.2. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE
ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT ENGINEER.
THERE ARE NO STORMWATER MITIGATION MEASURES REQUIRED AS A RESULT OF AN ENVIRONMENTAL, ARCHEOLOGICAL OR AGENCY REVIEW. ALL MITIGATION
MEASURES HAVE BEEN ADDRESSED IN THIS PLAN SET OR THE SPECIAL PROVISIONS.
THIS PROJECT IS NOT LOCATED IN A WELL HEAD PROTECTION AREA.
THIS PROJECT IS NOT LOCATED IN A DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA).JOSH NORMAN
CONTACT NAME
TEMPORARY EROSION CONTROL MEASURES
PERMANENT EROSION CONTROL MEASURES
DIRECTION OF FLOW
FINAL STABILIZATION
SOILS AND CONSTRUCTION NOTES
DRAINAGE STRUCTURES
DRAINAGE TABULATION
STORM SEWER PROFILE SHEETS
SITE MAP STANTEC
STORMWATER TREATMENT CONSTRUCTION STAGING STANTEC
STANTEC
WATER RESOURCES NOTES
IN ADDITION TO THE LIST OF SPECIAL AND IMPAIRED WATERS THE CONTRACTOR SHALL BE AWARE THAT THERE ARE WETLANDS AND EXISTING STORMWATER FACILITIES WITHIN AND
NEAR THE PROJECT BOUNDARY, INCLUDING AN UNNAMED WETLAND AND UNNAMED CREEK.
THE FOLLOWING WATER BODIES HAVE BEEN LISTED BY THE DNR AS BEING INFESTED BY INVASIVE SPECIES: LIST WATERBODIES HERE. N/A
STORMWATER CALCULATIONS AND MAPS
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE
PROJECT DESCRIPTION/LOCATION
SPECIAL AND IMPAIRED WATERS
WATERBODY IMPAIRMENT(S)
AREAS OF ENVIRONMENTAL SENSITIVITY (AES) AND INFESTED WATERS
SOIL TYPES
SOIL TYPES TYPICALLY FOUND ON THIS PROJECT ARE SPARTA LOAMY SAND.
PROJECT PERSONNEL AND TRAINING
ORGANIZATION PHONE
CHAD JOHNSON
AMANDA MEYER
CENTRAL OFFICE
612-712-2064
651-458-2848
651-757-2389
651-259-5800
LOCATION OF SWPPP REQUIREMENTS
LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN
DESCRIPTION LOCATION
MINNESOTA POLLUTION CONTROL AGENCY (MPCA)
MINNESOTA DEPARTMENT OF NATURAL RESOURCES
WATERSHED DISTRICT
STANTEC
CITY OF COTTAGE GROVE
MATT MOORE 651-714-3729
FRANK TICKNOR 651-430-4319WASHINGTON COUNTY
N/A N/A
CHAIN OF RESPONSIBILITY
PROJECT CONTACTS
SITE INSPECTION AND MAINTENANCE
ENVIRONMENTAL REVIEW
LAND FEATURE CHANGES
STANTEC
37.75
2.56
9.34
6.78
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:20pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C200.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
STORMWATER POLLUTION PREVENTION PLAN
SWPPP
84
PBW
MAF
MAF
DRS
JDP
193806597 158
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE (CONTINUED)
1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.
2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT
CHEMICALS, AND LANDSCAPE MATERIALS UNDER COVER AND WITH SECONDARY CONTAINMENT.
3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS
AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND
TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD
PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY.
4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.
5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER. PROPERLY DISPOSE OF ALL SANITARY WASTE.
6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS
OR LEAKED CHEMICALS FROM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION THAT VEHICLES
AND EQUIPMENT ARE FUELED OR MAINTAINED AT.
7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT
BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS NOT
ALLOWED ON THE SITE.
8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS,
CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND. DESIGN THE
CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT AREA.
9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE
LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE ENGINEER.
10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTINGS, MILLINGS, AND
OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS,
DITCHES AND CURB FLOW LINES.
11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM
LEAVING MNDOT RIGHT OF WAY, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS,
INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE
FROM LEAVING MNDOT RIGHT OF WAY AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING DITCHES AND CULVERTS.
LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALE WITHIN 24 HOURS OF CONNECTION TO SURFACE WATER OR
PROPERTY EDGE 1, 2, 3
REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 14 DAYS 1, 3
PIPE AND CULVERT OUTLETS 24 HOURS
14 DAYS 1
TIME FRAME NOTES 13. PROTECT STORM SEWER INLETS AT ALL TIMES WITH THE APPROPRIATE INLET PROTECTION FOR EACH SPECIFIC PHASE OF CONSTRUCTION. PROVIDE
INLET PROTECTION DEVICES WITH EMERGENCY OVERFLOW CAPABILITIES. SILT FENCE PLACED IN THE INLET GRATE IS NOT AN ACCEPTABLE INLET
PROTECTION BMP FOR GRADING OPERATIONS. SILT FENCE PLACED IN THE GRATE IS ONLY ALLOWED FOR SHORT INTERVALS DURING MILLING OR PAVING
OPERATIONS. INLET PROTECTION DEVICES MAY NEED TO BE PLACED MULTIPLE TIMES IN THE SAME LOCATION OVER THE LIFE OF THE CONTRACT. INLET
PROTECTION DEVICES WILL BE PAID FOR ONCE PER INLET REGARDLESS OF THE NUMBER OF TIMES THE BMP IS PLACED. KEEP ALL STORM SEWER INLET
PROTECTION DEVICES IN GOOD FUNCTIONAL CONDITION AT ALL TIMES. REPLACE INLET PROTECTION DEVICE WITH A SUITABLE ALTERNATIVE IF THE PROJECT
ENGINEER DEEMS AN INLET PROTECTION DEVICE TO BE NONFUNCTIONAL, IN POOR CONDITION, INEFFECTIVE, OR NOT APPROPRIATE FOR THE CURRENT
CONSTRUCTION ACTIVITIES. THERE WILL BE NO COST TO COTTAGE GROVE FOR REPLACEMENT OF INLET PROTECTION DEVICES.
14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE.
PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING IS
DISCOVERED. REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND MAINTENANCE.
15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO
DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE
CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER
USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN CAPACITY AFTER ALL UPGRADIENT LAND DISTURBING ACTIVITY IS
COMPLETED.
16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DEWATERING ACTIVITIES.
17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DEWATERING OR SITE DRAINING PURPOSES.
1. INITIATE STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE
STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE
OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE EXEMPT FROM
THE STABILIZATION REQUIREMENT.
2. STABILIZE WETTED PERIMETER OF DITCH (I.E. WHERE THE DITCH GETS WET).
3. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE STABILIZATION METHODS IN THESE AREAS.
4. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER. ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, AND
BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT.
5. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE RAPID STABILIZATION METHOD 2, 3, OR 4 AS
DIRECTED BY THE ENGINEER. THE SEED MIX USED IN THE RAPID STABILIZATION MAY BE SUBSTITUTED AS FOLLOWS:
A. SINGLE YEAR CONSTRUCTION BETWEEN MAY 1 - AUGUST 1, SEED WITH SEED MIXTURE 21-111
B. SINGLE YEAR CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 31, SEED WITH SEED MIXTURE 21-112
C. MULTI YEAR CONSTRUCTION 22-111
6. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY EROSION CONTROL MULCHES,
HYDROMULCHES AND BLANKETS.
1. AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN A TIMELY MANNER. STORE THE SWPPP AND
ALL AMENDMENTS ON SITE AT ALL TIMES.
2. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.
3. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING
ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT
ENGINEER PRIOR TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS.
4. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES
AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO PREVENT NUISANCE CONDITIONS AT THE OUTLET.
5. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS WHENEVER FEASIBLE. PROVIDE VELOCITY DISSIPATION DEVICES AS NEEDED TO PREVENT EROSION.
6. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO
CAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND
DISTURBING ACTIVITIES COMMENCE.
7. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UPGRADIENT OF ANY BUFFER ZONES BEFORE ANY UP GRADIENT LAND
DISTURBING ACTIVITIES BEGIN. MAINTAIN SEDIMENT CONTROL DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
8. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW- VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND
PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE J-HOOKS AT A MAXIMUM OF 100 FOOT INTERVALS.
9. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE
STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR STORMWATER CONVEYANCES.
10. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION.
EXPOSED SOILS AND STOCKPILES
STABILIZATION TIME FRAMES
AREA
GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY POLLUTION PREVENTION
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:20pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C200.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
STORMWATER POLLUTION PREVENTION PLAN
SWPPP
85
PBW
MAF
MAF
DRS
JDP
193806597 158
STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE (CONTINUED)
1. FILTER LOGS SHALL BE PLACED, AS NEEDED, TO TRAP SEDIMENT ON THE LOWER EDGE OF BEDS OR TREE HOLES.
FILTER LOGS WILL BE LEFT TO PHOTO DEGRADE.
2. TILLING FOR BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH WOOD CHIP
WITHIN 7 DAYS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED.
3. ANY POND CORNERS OPENED DUE TO TILLING FOR SHRUB BEDS OR TREE HOLES MUST BE PLANTED AND MULCHED WITH
WOOD CHIP WITHIN 24 HOURS OR STRAW MULCHED UNTIL PLANTING OPERATIONS CAN BE COMPLETED.
REVIEW ALL PERMITS FOR ANY SPECIAL CONDITIONS THAT WILL EFFECT CONSTRUCTION OF THE PROJECT.
TEMPORARY DEWATERING ACTIVITIES MAY BE REQUIRED FOR ROADWAY CONSTRUCTION AND UTILITY WORK. THEREFORE IT IS POSSIBLE THAT A PERMIT FOR
THE TEMPORARY APPROPRIATION OF WATERS OF THE STATE, NON-IRRIGATION FROM MNDNR WILL BE REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING THIS PERMIT PRIOR TO COMMENCING DEWATERING ACTIVITIES. ALL TEMPORARY DEWATERING SHALL BE DISCHARGED TO AN
APPROVED LOCATION FOR TREATMENT PRIOR TO DISCHARGE TO THE RECEIVING WATER. SUBMIT A SITE MANAGEMENT PLAN TO THE ENGINEER FOR
APPROVAL PRIOR TO COMMENCING WORK.
MINNESOTA POLLUTION CONTROL AGENCY (MPCA)NPDES CONSTRUCTION PERMIT
TYPE OF PERMIT
THESE NOTES ALONG WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE ARE INTENDED TO GIVE INFORMATION ON CRITICAL
DRAINAGE FEATURES, NATURAL RESOURCES AND CONTRACTOR OPERATIONS THAT MAY IMPACT DRAINAGE AND NATURAL RESOURCES.
1. THE SIZE AND ELEVATION OF CULVERTS, STORM SEWER PIPES, CATCH BASINS, PONDS, INFILTRATION/FILTRATION BASINS, PERMEABLE DITCH BLOCKS AND
OVERFLOW DEVICES HAVE BEEN SPECIFICALLY DESIGNED TO CONFORM TO MNDOT DESIGN STANDARDS, MINNESOTA POLLUTION CONTROL AGENCY (MPCA)
AND WATERSHED DISTRICT PERMIT REQUIREMENTS. THE DESIGN COMPUTATIONS ARE ON FILE WITH MINNEAPOLIS METRO WATER RESOURCES. CHANGING
THESE ITEMS OR THE DIRECTION OF FLOW FROM WHAT IS SHOWN ON THE PLANS MAY CAUSE PROBLEMS OFF THE PROJECT AND COULD MEAN THE PROJECT IS
OUT OF COMPLIANCE WITH APPROVED DRAINAGE PERMITS. ANY CHANGES TO THE SIZE, ELEVATION OR DIRECTION OF FLOW OF THE DRAINAGE SYSTEM MUST
BE APPROVED BY THE METRO WATER RESOURCES DESIGNER.
2. SUBSOIL ALL DISTURBED GREEN SPACES EXCEPT AS LISTED IN 2574.3A.2.
3. PERFORM POST INSTALLATION MANDREL TESTING OF ALL PLASTIC PIPE.
4. ANY SUBSURFACE DRAINAGE TILES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED, REPLACED OR REROUTED, AND CONNECTED TO THE EXISTING
TILE OR DRAINAGE SYSTEM TO ENSURE THAT EXISTING UPLAND DRAINAGE IS PERPETUATED. THIS SHOULD BE DONE TO THE APPROVAL AND SATISFACTION
OF THE ENGINEER.
5. THE FOLLOWING WATER RELATED PERMITS APPLY TO THIS PROJECT:
WATER RESOURCE NOTES
AGENCY
LANDSCAPE NOTES
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:20pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C200.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
STORMWATER POLLUTION PREVENTION PLAN
SWPPP
86
PBW
MAF
MAF
DRS
JDP
193806597 158
MSMSMSMS MS
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>EEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
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507 508
509 510
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BEGIN CONSTRUCTION
STA. 509+14
R/W
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CONSTRUCTION LIMITS
TE
R/W CONSTRUCTION LIMITS
HADLEY A
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E
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HADLEY AVE
R/W
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TESTREET 6STREET 8SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG
TYPE COMPOST
STORM DRAIN
INLET PROTECTION
FLOW ARROW
C CULVERT END
CONTROL
MS
NOTE:
SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.
USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.
SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.
0 30 60N
0 30 60NMATCHLINE514+00MATCHLINE514+00MATCHLINE521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:24pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C201.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSCL, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EROSION CONTROL PLAN
HADLEY AVENUE S.
87
PBW
MAF
MAF
DRS
JDP
193806597 158
MS
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CONSTRUCTION LIMITSTE
R/W
HADLEY AVE
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG
TYPE COMPOST
STORM DRAIN
INLET PROTECTION
FLOW ARROW
C CULVERT END
CONTROL
MS
NOTE:
SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.
USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.
SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.
0 30 60N
0 30 60NMATCHLINE521+50MATCHLINE528+19.36MATCHLINE528+19.36MATCHLINE535+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:24pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C201.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSCL, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EROSION CONTROL PLAN
HADELY AVENUE S.
88
PBW
MAF
MAF
DRS
JDP
193806597 158
MSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSMSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S535
536
537
538 539
540
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542
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CONSTRUCTION LIMITS
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55110951096
1097545556103RD STHADLEY AVE
HADLEY AVE
100TH STR/W
R/W 102ND STFUTUREROADWAYTE
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG
TYPE COMPOST
STORM DRAIN
INLET PROTECTION
FLOW ARROW
C CULVERT END
CONTROL
MS
NOTE:
SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.
USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.
SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.
0 30 60N
0 30 60NMATCHLINE535+69.3MATCHLINE543+19.3MATCHLINE543+19.3MATCHLINE550+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:25pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C201.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSCL, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EROSION CONTROL PLAN
HADLEY AVENUE S.
89
PBW
MAF
MAF
DRS
JDP
193806597 158
MS
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CONSTRUCTION LIMITS
END CONSTRUCTION
STA. 554+66
TE
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R/W
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CONSTRUCTION LIMITS61
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4102ND STEXISTING HADLEY AVE
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG
TYPE COMPOST
STORM DRAIN
INLET PROTECTION
FLOW ARROW
C CULVERT END
CONTROL
MS
NOTE:
SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.
USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.
SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.
0 30 60N
0 30 60NMATCHL
INE
550+69.3MATCHLINEAMATCHLINEASHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:25pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C201.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSCL, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EROSION CONTROL PLAN
HADLEY AVENUE S.
90
PBW
MAF
MAF
DRS
JDP
193806597 158
MS MS
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R/W
R/W
BEGIN CONSTRUCTION
STA. 1082+00
CONSTRUCTION LIMITS
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MS
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CONSTRUCTION LIMITS
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG
TYPE COMPOST
STORM DRAIN
INLET PROTECTION
FLOW ARROW
C CULVERT END
CONTROL
MS
NOTE:
SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.
USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.
SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.
0 30 60
N
0 30 60
NMATCHLINE1082+50MATCHLINE1082+50MATCHLINE1090+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:27pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EROSION CONTROL PLAN
103RD STREET S.
91
PBW
MAF
MAF
DRS
JDP
193806597 158
MSMSMS MS
MS
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MS
MS
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
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>>
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1094
1095
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TE
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
C
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100TH
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T
CONSTRUCTION LIMITS
R/W
R/W
TE
TE
CONSTRUCTION LIMITS
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG
TYPE COMPOST
STORM DRAIN
INLET PROTECTION
FLOW ARROW
C CULVERT END
CONTROL
MS
NOTE:
SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.
USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.
SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.
0 30 60N
0 30 60
NMATCHLINE1090+00MATCHLINE1097+50MATCHLINE1097+50MATCHLINE1105+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:28pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EROSION CONTROL PLAN
103RD STREET S. & 100TH STREET S.
92
PBW
MAF
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STORM DRAIN
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NOTE:
SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.
USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.
SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.
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OF
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APPROVED
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Plot Date: 01/10/2024 - 2:28pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EROSION CONTROL PLAN
100TH STREET S.
93
PBW
MAF
MAF
DRS
JDP
193806597 158
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG
TYPE COMPOST
STORM DRAIN
INLET PROTECTION
FLOW ARROW
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CONTROL
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NOTE:
SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.
USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.
SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.MSMSMSMSMSMSMSMS MSMSMS MSMSMSMSMSMSMSMSMSMSMS
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DESIGNED
DRAWN
PROJ. NO.
REVISION
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Plot Date: 01/10/2024 - 2:29pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EROSION CONTROL PLAN
100TH STREET S. & 102ND STREET S.
94
PBW
MAF
MAF
DRS
JDP
193806597 158
SILT FENCE, TYPE MS
SEDIMENT CONTROL LOG
TYPE COMPOST
STORM DRAIN
INLET PROTECTION
FLOW ARROW
C CULVERT END
CONTROL
MS
NOTE:
SILT FENCE SHALL FOLLOW, AS CLOSE AS POSSIBLE, TO A SINGLE CONTOUR.
USE TEMPORARY SEED & MULCH TO STABILIZE UNTIL PERMANENT SEED & MULCH ARE PLACED.
SEE SHEETS 76 - 82 FOR DRAINAGE PLANS.MSMSMSMSMSMSMSMSMSMSMSMSMSMS
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OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:29pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C202.dwgXrefs:, 193806597_Erosion Control, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EROSION CONTROL PLAN
CITY PARK
95
PBW
MAF
MAF
DRS
JDP
193806597 158
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SEED MIXTURE 25-131
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
SEED MIXTURE 33-261
FERTILIZER TYPE 3 (10-10-10)
EC BLANKET CAT 3N (STRAW)
SEED MIXTURE 25-121
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
0 30 60N
0 30 60NMATCHLINE514+00MATCHLINE514+00MATCHLINE521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:33pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C251.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENTTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TURF ESTABLISHMENT PLAN
HADLEY AVENUE S.
96
PBW
MAF
MAF
DRS
JDP
193806597 158
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FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
SEED MIXTURE 33-261
FERTILIZER TYPE 3 (10-10-10)
EC BLANKET CAT 3N (STRAW)
SEED MIXTURE 25-121
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
0 30 60N
0 30 60NMATCHLINE521+50MATCHLINE528+19.36MATCHLINE528+19.36MATCHLINE535+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:33pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C251.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENTTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TURF ESTABLISHMENT PLAN
HADLEY AVENUE S.
97
PBW
MAF
MAF
DRS
JDP
193806597 158
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CONSTRUCTION LIMITS
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SEED MIXTURE 25-131
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
SEED MIXTURE 33-261
FERTILIZER TYPE 3 (10-10-10)
EC BLANKET CAT 3N (STRAW)
SEED MIXTURE 25-121
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
0 30 60N
0 30 60NMATCHLINE535+69.3MATCHLINE543+19.3MATCHLINE543+19.3MATCHLINE550+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:33pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C251.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENTTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TURF ESTABLISHMENT PLAN
HADLEY AVENUE S.
98
PBW
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MAF
DRS
JDP
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HYDRAULIC MATRIX (MULCH)
SEED MIXTURE 33-261
FERTILIZER TYPE 3 (10-10-10)
EC BLANKET CAT 3N (STRAW)
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DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:34pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C251.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENTTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TURF ESTABLISHMENT PLAN
HADLEY AVENUE S.
99
PBW
MAF
MAF
DRS
JDP
193806597 158
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FERTILIZER TYPE 3 (10-10-10)
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SEED MIXTURE 33-261
FERTILIZER TYPE 3 (10-10-10)
EC BLANKET CAT 3N (STRAW)
SEED MIXTURE 25-121
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
0 30 60
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DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:35pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TURF ESTABLISHMENT PLAN
103RD STREET S.
100
PBW
MAF
MAF
DRS
JDP
193806597 158
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SEED MIXTURE 25-131
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
SEED MIXTURE 33-261
FERTILIZER TYPE 3 (10-10-10)
EC BLANKET CAT 3N (STRAW)
SEED MIXTURE 25-121
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
0 30 60N
0 30 60
NMATCHLINE1090+00MATCHLINE1097+50MATCHLINE1097+50MATCHLINE1105+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:35pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TURF ESTABLISHMENT PLAN
103RD STREET S. & 100TH STREET S.
101
PBW
MAF
MAF
DRS
JDP
193806597 158
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CONSTRUCTION LIMITS
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STA. 1108+80
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SEED MIXTURE 25-131
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
SEED MIXTURE 33-261
FERTILIZER TYPE 3 (10-10-10)
EC BLANKET CAT 3N (STRAW)
SEED MIXTURE 25-121
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
U U U
E
E
H
SS
SS
100T
H
S
T
TE
1102
1103
1104
1105
HAMLET AVE
0 30 60
N
MATCHLINE1105+000 30 60
N
MATCHLINEBMATCHLINE1105+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:36pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TURF ESTABLISHMENT PLAN
100TH STREET S.
102
PBW
MAF
MAF
DRS
JDP
193806597 158
E
U U U
U
E
E
T
T
T
H
SS
S S
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMSS
552553554HAMLET AVEHADLEY AVEU
U
U
U
H
S
SFM
S
S
S
S
S
S
R/W
R/W
R/W
102ND ST
FUTURE
ROADWAY
TE
TE
TE
5495505515
1
5
2
53 54
55
56
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
R/W
SEED MIXTURE 25-131
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
SEED MIXTURE 33-261
FERTILIZER TYPE 3 (10-10-10)
EC BLANKET CAT 3N (STRAW)
SEED MIXTURE 25-121
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
0 30 60
N
0 30 60NMATCHLINEB
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:36pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TURF ESTABLISHMENT PLAN
100TH STREET S. & 102ND STREET S.
103
PBW
MAF
MAF
DRS
JDP
193806597 158
SS
SS
SS
SS SS
528
529530531532533534535536
PROPERTY LINE
CITY PARK
POND
INFILTRATION AREA
SEED MIXTURE 25-131
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
SEED MIXTURE 33-261
FERTILIZER TYPE 3 (10-10-10)
EC BLANKET CAT 3N (STRAW)
SEED MIXTURE 25-121
FERTILIZER TYPE 3 (10-10-10)
HYDRAULIC MATRIX (MULCH)
0 50 100
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:36pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C252.dwgXrefs:, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_TURF ESTABLISHMENT, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
TURF ESTABLISHMENT PLAN
CITY PARK
104
PBW
MAF
MAF
DRS
JDP
193806597 158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllll l l l l l l>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>BEGIN CONSTRUCTION
STA. 509+14
506
507 508
509 510
511
512
513
514
R/W
TE
CONSTRUCTION LIMITS
TE
R/W CONSTRUCTION LIMITS
HADLEY A
V
E
RO
4
RB
3
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>llllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllll>>llSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HADLEY AVE
514 515 516 517 518 519 520 5211422R/W
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TESTREET 6STREET 8NOTES:
1.TREE PLANTINGS KEPT TO MINIMUM OF 80' SPACING.
2.FINAL TREE LOCATIONS TO BE VERIFIED IN THE FIELD BY CITY STAFF.
3.SEE CITY STANDARD PLATES LAN-1 AND LAN-2 FOR TREE PLANTING DETAILS.
NH
4
SWO
4RO
4
0 30 60N
0 30 60NMATCHLINE514+00MATCHLINE514+00MATCHLINE521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_L101.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNF, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNLTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
LANDSCAPE PLAN
HADLEY AVENUE S.
105
PBW
MAF
MAF
DRS
JDP
193806597 158
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
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l
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>>
>>
>>
>>>>>>>>>>>>>>>>SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>52
1
52
2
52
3
524
525
526
527 528CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
TE
R/W
HADLEY AVE
HB
3
RO
4
KT
4
NH
3
>>>>>>>>>>>>>lllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l
l l l l SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>528
529 530 531 532 533 534 535
CONSTRUCTION LIMITSTE
R/W
HADLEY AVE
NOTES:
1.TREE PLANTINGS KEPT TO MINIMUM OF 80' SPACING.
2.FINAL TREE LOCATIONS TO BE VERIFIED IN THE FIELD BY CITY STAFF.
3.SEE CITY STANDARD PLATES LAN-1 AND LAN-2 FOR TREE PLANTING DETAILS.
RO
4
HB
4
SWO
4
RB
4
0 30 60N
0 30 60NMATCHLINE521+50MATCHLINE528+19.36MATCHLINE528+19.36MATCHLINE535+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_L101.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNF, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNLTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
LANDSCAPE PLAN
HADLEY AVENUE S.
106
PBW
MAF
MAF
DRS
JDP
193806597 158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>>llllllllllllllllllllllllllllllllllllllllll>>>lllSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S535
536
537
538 539
540
541
542
5433031
32404142TE
TE
R/W
HADLEY A
V
E
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
NH
2
RO
4
HB
4
KT
3
SWO
3
HB
3
ll>>>lllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SS103RD STHADLEY AVE
HADLEY AVE
100TH STR/W
R/W 102ND STFUTUREROADWAYTE
TE
544 545 546 547 548 549 550
55110951096
1097545556NOTES:
1.TREE PLANTINGS KEPT TO MINIMUM OF 80' SPACING.
2.FINAL TREE LOCATIONS TO BE VERIFIED IN THE FIELD BY CITY STAFF.
3.SEE CITY STANDARD PLATES LAN-1 AND LAN-2 FOR TREE PLANTING DETAILS.
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
RB
3
KT
4
RB
3
RO
3
HB
3
0 30 60N
0 30 60NMATCHLINE535+69.3MATCHLINE543+19.3MATCHLINE543+19.3MATCHLINE550+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:40pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_L101.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNF, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNLTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
LANDSCAPE PLAN
HADLEY AVENUE S.
107
PBW
MAF
MAF
DRS
JDP
193806597 158
ll>>>>>>>>>>>>>>>>>>EUUEEUFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHPOHPOHPOHPOHPOHPOHPC
C
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C
C
C
C
C
C
C
C
C
C
C
C
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CCGCCCCCCCC
C
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>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>SSSSS>>llllllllllllllllllllllllllllllll>>lllllll>>llSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>SCONSTRUCTION LIMITS
END CONSTRUCTION
STA. 554+66
102ND ST550551
552
553 554
555
556
557
558
5
4
5
5
TE
TE
R/W
POWER
EASEMENT
R/W
HADLEY
A
V
E
HAMLET AVENOTES:
1.TREE PLANTINGS KEPT TO MINIMUM OF 80' SPACING.
2.FINAL TREE LOCATIONS TO BE VERIFIED IN THE FIELD BY CITY STAFF.
3.SEE CITY STANDARD PLATES LAN-1 AND LAN-2 FOR TREE PLANTING DETAILS.
CONSTRUCTION LIMITS
RB
3
NH
3
RB
3
0 30 60N
MATCHL
INE
550+69.3
SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE COMMENT
DECIDUOUS OVERSTORY TREES
RO QUERCUS RUBRA RED OAK 15 2.5" CAL SINGLE, STRAIGHT LEADER
NH ULMUS 'NEW HORIZON'NEW HORIZON ELM 12 2.5" CAL SINGLE, STRAIGHT LEADER
SWO QUERCUS BICOLOR SWAMP WHITE OAK 11 2.5" CAL SINGLE, STRAIGHT LEADER
HB CELTUS OCCIDENTALIS HACKBERRY 10 2.5" CAL SINGLE, STRAIGHT LEADER
KT GYMNOCLADUS DIOICUS 'ESPRESSO'KENTUCKY COFFEE TREE 11 2.5" CAL SINGLE, STRAIGHT LEADER
RB BETULA NIGRA RIVER BIRCH 14 2.5" CAL SINGLE, STRAIGHT LEADER
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:41pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_L101.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNF, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSNLTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
LANDSCAPE PLAN
HADLEY AVENUE S.
108
PBW
MAF
MAF
DRS
JDP
193806597 158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEEE>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>>>>>>>>>>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllll l l l l l l>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllSSSSSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HH2
HH3
E2-3
E2-4
E2-5
E2-6
HH4
HH5
HH14
A108
A118
A119
BEGIN CONSTRUCTION
STA. 509+14
506
507 508
509 510
511
512
513
514
R/W
TE
CONSTRUCTION LIMITS
TE
R/W CONSTRUCTION LIMITS
HADLEY A
V
E
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>llllllllllllllllllllllll>>>>>llllllllllllllllllllllllllllllllllllllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP>>>>>lll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllllll>>llSSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>HH11HH12HH13
HH14 A106
A107
A116A117
A105
HADLEY AVE
514 515 516 517 518 519 520 5211422R/W
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TESTREET 6STREET 8LEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL HANDHOLE AND LIGHTING UNIT
PLACEMENT SHALL BE DETERMINED IN THE
FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.1.5" NMC CONDUIT
3-#6 WIRE, 1-#6 GD
A1
EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING UNIT E2
LIGHTING HANDHOLE
E2
EXISTING LIGHTING UNIT
0 30 60N
0 30 60NMATCHLINE514+00MATCHLINE514+00MATCHLINE521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
LIGHTING PLAN
HADLEY AVENUE S.
109
PBW
MAF
MAF
DRS
JDP
193806597 158
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>
>
>OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPEE>>>>>lllllll>>>>>>>>>llllllllll>>>>>>>>ll
l
l
l
l
l
l l l l l l l
l
l
l
l llllllllllllSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
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H
1
1
A103
A104
A113
A114
A115
A1
0
5
52
1
52
2
52
3
524
525
526
527 528CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
TE
R/W
HADLEY AVE
R/W
>>>>>>>>>>>>>lllllllllll l l l l l l l l l l l l l l l l l l l l l l l l l l
l l l l SS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>A100A101A102
A111A112
528
529 530 531 532 533 534 535
CONSTRUCTION LIMITSTE
R/W
HADLEY AVE
R/W
LEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL HANDHOLE AND LIGHTING UNIT
PLACEMENT SHALL BE DETERMINED IN THE
FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.1.5" NMC CONDUIT
3-#6 WIRE, 1-#6 GD
A1
EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING UNIT E2
LIGHTING HANDHOLE
E2
EXISTING LIGHTING UNIT
0 30 60N
0 30 60NMATCHLINE521+50MATCHLINE528+19.36MATCHLINE528+19.36MATCHLINE535+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
LIGHTING PLAN
HADLEY AVENUE S.
110
PBW
MAF
MAF
DRS
JDP
193806597 158
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>ll>>>llllllllllllllllllllllllllllllllllllllllll>>>lllSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SHH10
HH38
HH20
HH21
HH22
HH23
HH34
HH35
HH36HH37A100
A110
A130
A131
A140
535
536
537
538 539
540
541
542
5433031
32404142TE
TE
R/W
HADLEY A
V
E
CONSTRUCTION LIMITS
R/W
CONSTRUCTION LIMITS
ll>>>lllllll>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllllllllllllllllllllllllSSSSSSSSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>SSHH24 HH25
HH26
HH27
HH32HH33
A132
A141
E130
A133
E140103RD STHADLEY AVE
HADLEY AVE
100TH STR/W
R/W 102ND STFUTUREROADWAYTE
TE
544 545 546 547 548 549 550
55110951096
1097545556CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
LEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL HANDHOLE AND LIGHTING UNIT
PLACEMENT SHALL BE DETERMINED IN THE
FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.1.5" NMC CONDUIT
3-#6 WIRE, 1-#6 GD
A1
EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING UNIT E2
LIGHTING HANDHOLE
E2
EXISTING LIGHTING UNIT
0 30 60N
0 30 60NMATCHLINE535+69.3MATCHLINE543+19.3MATCHLINE543+19.3MATCHLINE550+69.3SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:45pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
LIGHTING PLAN
HADLEY AVENUE S.
111
PBW
MAF
MAF
DRS
JDP
193806597 158
ll>>>>>>>>>>>>>>>>>>EUUEEUFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHPOHPOHPOHPOHPOHPOHPC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C C C
CCGCCCCCCCC
C
C C C
C
C
C
FO
FO
FOGGG
GGGGGGGGGGGGGGGGG
G
G G G
G
G
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G
GGG
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HH29
HH30
A134
A133A142 HH31
CONSTRUCTION LIMITS
END CONSTRUCTION
STA. 554+66
102ND ST550551
552
553 554
555
556
557
558
5
4
5
5
TE
TE
R/W
POWER
EASEMENT
R/W
HADLEY
A
V
E
CONSTRUCTION LIMITS
HAMLET AVELEGEND NOTES:
1.SEE CITY STANDARD PLATES FOR ALL
LIGHTING UNIT DETAILS.
2.FINAL HANDHOLE AND LIGHTING UNIT
PLACEMENT SHALL BE DETERMINED IN THE
FIELD.
3.IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO UTILIZE THE GOPHER
ONE CALL EXCAVATION NOTICE SYSTEM
FOR ALL UTILITY LOCATION. NOTE THAT
NOT ALL PUBLIC AND PRIVATE UTILITIES
ARE SHOWN ON THE LIGHTING PLANS.1.5" NMC CONDUIT
3-#6 WIRE, 1-#6 GD
A1
EQUIPMENT PAD
HH
1.5" EMPTY CONDUIT
LIGHTING UNIT A
LIGHTING UNIT E2
LIGHTING HANDHOLE
E2
EXISTING LIGHTING UNIT
0 30 60N
MATCHL
INE
550+69.3
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
LIGHTING PLAN
HADLEY AVENUE S.
112
PBW
MAF
MAF
DRS
JDP
193806597 158
SERVICE CABINET
120/240V
SINGLE PHASE30'-0"CONTRACTOR SHALL PROVIDE CONDUIT UP POLE TO WEATHER-HEAD. ELECTRICAL UTILITY
WILL PROVIDE FINAL TERMINATIONS. COORDINATE ELECTRICAL SERVICE WITH UTILITIES.
UTILITY POWER POLE
ALL CONDUIT AND WIRE SHALL BE
1.5"C-3#6,1#6G UNLESS NOTED OTHERWISE
M
100/2
20/2 20/2
N
G
POLE MOUNTED
UTILITY TRANSFORMER
120/240V SECONDARY, 1PH, 3W
2"C-3#1
UTILITY METER
SERVICE CABINET
100A, 120/240V
1 PH, 3W, NEMA 3R
22 KAIC,
5/8" X 10' GROUND RODELECTRICAL ONE-LINE DIAGRAM - FIELD WIRING
NOT TO SCALE. GROUND WIRE NOT SHOWN
ELECTRICAL ONE-LINE DIAGRAM - SERVICE CABINET
NOT TO SCALE
20/220/2
UTILITY TRANSFORMER
SERVICE LATERAL
MAIN BONDING JUMPER #6
A MAIN BONDING JUMPER SHALL BE
USED TO CONNECT THE EQUIPMENT
GROUNDING CONDUCTOR(S) AND
THE SERVICE DISCONNECT
ENCLOSURE TO THE NEUTRAL PER
2011 NEC ART. 250.
KEY NOTE
L LNLLN
CAP WIRE
FOR FUTURE
(TYPICAL)
HADLEY AVENUE
HH10
L LNLLN
HH38
A100 A101 A102 A103 A104 HH11 HH12 A105 A106 A107 A108HH13HH14 HH3
A110 A111 A112 A113 A114 A115 A116 A117 A118 A119 HH2
CAP WIRE
FOR FUTURE
(TYPICAL)
CAP WIRE
FOR FUTURE
(TYPICAL)
A130HH21HH20A131A132HH23HH22E130HH25HH24A133HH27HH26A134HH28
HH36 HH37A140HH34HH35E140A141HH32HH33A142HH29HH30
CAP WIRE
FOR FUTURE
(TYPICAL)
HH31
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:46pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_E101.dwgXrefs:, 193806597_BORDER, 193806597_XSNL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_XSXV, 193806597_XSCL, 193806597_XSNFTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
LIGHTING PLAN
WIRING DIAGRAM
113
PBW
MAF
MAF
DRS
JDP
193806597 158
_ _ _
NOTES & GUIDELINES
SIGNING & PAVEMENT MARKING PLAN
GENERAL INFORMATION:
___
C=CONTRAST
W=WET REFLECTIVE
E=ENHANCED SKID RESISTANCE
G=GROUND IN
EXAMPLE:
4SW
GCW
4" SOLID LINE WHITE PREF THERMO
GROUND IN, CONTRAST, WET REFLECTIVE
MULTI-COMPONENT LIQUID:
_ _ __ _ _
STRIPING KEY
_ _ _
CIRCLE-EPOXY
TRIANGLE-PAINT _ _ _
SQUARE-PREF TAPE
OCTAGON-PREF THERMO
2ND DIGIT
PATTERN
W - WHITE
Y - YELLOW
B - BLACK
3RD DIGIT
COLOR
1ST DIGIT
WIDTH
4", 8", ETC.S - SOLID
B - BROKEN
T - DOTTED
D - DOUBLE
K - DOUBLE BROKEN
H - DOUBLE DOTTED
THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE
POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS
HORIZONTAL CONTROL WHEN SO DIRECTED.
EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED BY AN AGENCY PLACED YIELD SIGN,STOP SIGN OR TRAFFIC
SIGNAL. THE BREAK POINT IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION OR AT MARKED STOP LINES OR CROSSWALKS.
A TOLERANCE OF 1/4 INCH UNDER OR 1/4 INCH OVER THE SPECIFIED WIDTH WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND DOES NOT DETRACT FROM THE GENERAL APPEARANCE.
BROKEN LINE SEGMENTS MAY VARY UP TO 3 INCHES FROM THE SPECIFIED LENGTHS PROVIDED THE OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DEVIATIONS FROM THE CONTROL
GUIDE SHALL NOT EXCEED 1 INCH. MATERIAL SHALL NOT BE APPLIED OVER LONGITUDINAL JOINTS. ESTABLISHMENT OF APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR RESPONSIBILITY
TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED DIMENSIONS.
JUST PRIOR TO THE PLACEMENT OF PAVEMENT MARKINGS THE ROAD SURFACE SHALL BE CLEANED AND FREE OF CONTAMINATION AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE
ENGINEER. PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE.
APPLY ALL PAVEMENT MARKINGS AS RECOMMENDED BY THE MATERIAL MANUFACTURER. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY TAPE MARKINGS.
THE FILLING OF TANKS, POURING OF MATERIALS OR CLEANING OF EQUIPMENT SHALL NOT BE PERFORMED ON UNPROTECTED PAVEMENT SURFACES UNLESS ADEQUATE PROVISIONS ARE MADE TO PREVENT SPILLAGE
OF MATERIAL.
REFER TO SPECIAL PROVISIONS OR SPEC BOOK FOR GROUND IN/RECESSED PAVEMENT MARKING APPLICATION REQUIREMENTS.
THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE ENGINEER JUST PRIOR TO
APPLICATION. PAVEMENT CLEANING SHALL CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM
(NON-METALLIC) OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND ACCEPTABLE TO THE
ENGINEER. NEW PORTLAND CEMENT CONCRETE SURFACES SHALL BE SANDBLAST CLEANED TO
REMOVE ANY SURFACE TREATMENTS AND/OR LAITANCE.
THE MULTI-COMPONENT LIQUID MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE PAVEMENT
CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY AFTER APPLICATION OF THE EPOXY RESIN
LINE.
APPLY MULTI-COMPONENT LIQUID MARKINGS WITH A MINIMUM THICKNESS OF 20 MILS, GLASS BEADS
SHALL BE APPLIED AT A RATE OF AT LEAST 25 LB/GAL. THE "NO-TRACKING" CONDITION SHALL BE
DETERMINED ON AN APPLICATION OF SPECIFIED THICKNESS TO THE PAVEMENT AND COVERED WITH
GLASS BEADS AT THE RATE OF AT LEAST 25 LB/GAL.
PAVEMENT MARKINGS SHALL ONLY BE APPLIED IN SEASONABLE WEATHER WHEN AIR AND PAVEMENT
SURFACE TEMPERATURES ARE 40°F OR HIGHER AND SHALL NOT BE APPLIED WHEN THE WIND OR
OTHER CONDITIONS CAUSE A FILM OF DUST TO BE DEPOSITED ON THE PAVEMENT SURFACE AFTER
CLEANING AND BEFORE THE MARKING MATERIAL CAN BE APPLIED.
PREFORMED MARKINGS:
MANUFACTURER CERTIFICATIONS ARE REQUIRED FOR INSTALLERS,
AND WRITTEN CERTIFICATION SHALL BE PRESENTED AT ANYTIME
UPON REQUEST OF ENGINEER OR OTHER STATE PERSONAL.
DO NOT USE LINE MATERIAL TO PIECE TOGETHER INDIVIDUAL
LETTERS, SYMBOLS, OR CROSSWALKS UTILIZE PRECUT KITS PROVIDED
BY THE MANUFACTURER. TWO STRIPS OF 18" LINE MATERIAL MAY BE
USED TO FORM CROSSWALK BLOCKS OF 36" WIDTH.
DO NOT USE NARROWER LINE MATERIAL TO PIECE TOGETHER WIDER
LINES.
IF THERE IS A CRACK OR JOINT IN ROAD SURFACE. ( FOR TAPE LAY
OVER CRACK OR JOINT THEN CUT TAPE 1" ON EACH SIDE OF CRACK OR
JOINT). (FOR THERMO MAKE A DEEP SCORE IN THE MATERIAL ONCE IT
HAS SET UP BUT NOT ENTIRELY COOLED DOWN).
SYMBOLS & MATERIALS LEGEND
PAVEMENT MESSAGE LEFT ARROW (15 SQ. FT.) - PVMT MSSG PREF THERMO GR IN
BROKEN LINES - 50' CYCLE (10' LINE, 40' GAP)
PAVEMENT MESSAGE RIGHT ARROW (15 SQ. FT.) - PVMT MSSG PREF THERMO GR IN
SIGN TYPE C AND DELINEATOR / MARKER
SIGN
NO
QUANTITY (EACH)SIGN
CODE
PANEL SUPPORT
TOTAL AREA (SQ FT)
DELINEATO
R
/MARKER
PANELLEGEND
SIZE
(W x H)AREA
MOUNTIN
G
HEIGHT
A
DISTANCE TYPE
RISER POST
SIZE NUMBER
OF POSTS
HADLEY 100TH/103RD INCH SQ FT FEET FEET INCHES HADLEY 100TH/103RD EACH
C-1 1 R4-7 KEEP RIGHT 18 x 30 5.00 7 U-CONCRETE 2 1 5.00 1
C-2 1
W11-2 PEDESTRIAN CROSSING 30 x 30
8.25 7 U-SOIL 2 1 8.25
W16-7PL DOWN ARROW LEFT PLAQUE 24 x 12
C-3 1 R1-2 YIELD 36 x 36 3.90 7 U-SOIL 2 1 3.90
C-4 2 R6-4a ROUNDABOUT DIRECTIONAL (3 ARROWS)48 x 24 8.00 7 U-SOIL 2 1 16.00
C-5 1 R1-2 YIELD 36 x 36 3.90 7 U-SOIL 2 1 3.90
C-6 1
W11-2 PEDESTRIAN CROSSING 30 x 30
8.25 7 U-SOIL 2 1 8.25
W16-7PL DOWN ARROW LEFT PLAQUE 24 x 12
C-7 1 R4-7 KEEP RIGHT 18 x 30 5.00 7 U-CONCRETE 2 1 5.00 1
C-8 2
R7-8M DISABLED PARKING (WITH SYMBOL)12 x 18
2.00 7 U-CONCRETE 2 1 4.00
R7-8bP VAN ACCESSIBLE PLAQUE 12 x 6
C-9 1 R3-8AD L-TR 36 x 30 7.50 7 U-SOIL 2 1 7.50
C-10 1
R1-1 STOP 30 x 30
8.25 7 U-SOIL 2 1 8.25
W4-4P CROSS TRAFFIC DOES NOT STOP PLAQUE 24 x 12
C-11 1
R1-1 STOP 30 x 30
8.25 7 U-SOIL 2 1 8.25
W4-4P CROSS TRAFFIC DOES NOT STOP PLAQUE 24 x 12
C-12 1 R3-8AD L-TR 36 x 30 7.50 7 U-SOIL 2 1 7.50
C-13 1 R3-8ACA L-T-R 54 x 30 11.25 7 U-SOIL 2 1 11.25
C-14 1
R2-1 SPEED LIMIT 40 24 x 30
9.00 7 U-SOIL 2 1 9.00
R8-3A NO PARKING 24 x 24
C-15 1
R2-1 SPEED LIMIT 40 24 x 30
9.00 7 U-SOIL 2 1 9.00
R8-3A NO PARKING 24 x 24
C-16 1 R3-8ACA L-T-R 54 x 30 11.25 7 U-SOIL 2 1 11.25
C-17 1
R2-1 SPEED LIMIT 40 24 x 30
9.00 7 U-SOIL 2 1 9.00
R8-3A NO PARKING 24 x 24
C-18 1 W1-2L CURVE LEFT 30 x 30 6.25 7 U-SOIL 2 1 6.25
C-19 1 W1-2L CURVE LEFT 30 x 30 6.25 7 U-SOIL 2 1 6.25
C-20 1 W1-2R CURVE RIGHT 30 x 30 6.25 7 U-SOIL 2 1 6.25
7 U-SOIL 2 1 4
85.80 68.30 6
SIGN TYPE D
SIGN
NO
QUANTIT
Y
(EACH)
PANEL MOUNTIN
G
HEIGHT
SUPPORT TOTAL
AREA
(SQ FT)PANEL
LEGEND
SIZE
(W x H)AREA
TYPE
RISER POST
SIZE NUMBER
OF POSTS
HADLEY INCH SQ FT FEET INCHES HADLEY
D-1 1 HADLEY AVE S.90 x 18 11.25 7 U-CONCRETE 2 1/2 2 11.25
D-2 1 HADLEY AVE S.90 x 18 11.25 7 U-CONCRETE 2 1/2 2 11.25
D-3 1 105TH ST S.72 x 18 9.00 7 U-CONCRETE 2 1/2 2 9.00
31.50
SIGNING AND PAVEMENT MARKING PLAN
DETAILS
114
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C900.dwgXrefs:, 193806597_BORDER, 193806597_G004THE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SIGNING AND PAVEMENT MARKING PLAN
DETAILS
115
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C900.dwgXrefs:, 193806597_BORDER, 193806597_G004THE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SIGNING AND PAVEMENT MARKING PLAN
DETAILS
116
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C900.dwgXrefs:, 193806597_BORDER, 193806597_G004THE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
668.7 31.8 6 16.5 6 4.8 5.76.66 6.5 3.7 65.71890
D-1, 3.0" Radius, 0.0" Border, White on Green;
"Hadley Ave S", E Mod; Arrow 2 - 8.0" 45°;
8.7 15.5 21.2 27.4 30.4 35.6 46.5 53.4 59.1 69.0 79.8HadleyAveS
666.4 25.8 6 9.1 6 4.7 5.76.66 6.6 1.4 65.71872
D-2, 3.0" Radius, 0.0" Border, White on Green;
"105th St S", E Mod; Arrow 2 - 8.0" 45°;
6.4 10.2 17.0 23.3 28.3 38.2 44.2 53.3 64.0105thStS
SIGNING AND PAVEMENT MARKING PLAN
DETAILS
117
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:48pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C900.dwgXrefs:, 193806597_BORDER, 193806597_G004THE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EEESSSSSSSSSSSSSSSHADLEY A
V
E
BEGIN CONSTRUCTION
STA. 509+14
R/W
TE
CONSTRUCTION LIMITS
TE
R/W CONSTRUCTION LIMITS
4DY
1C-31C-51C-21C-6122
22 EA - PERMANENT BA
R
R
I
C
A
D
E
S
SEE DETAIL STR-31 AN
D
S
T
R
-
3
2
2 EA - PERMANENT BAR
R
I
C
A
D
E
S
SEE DETAIL STR-31 AN
D
S
T
R
-
3
2 C-4C-71C-11105thStSHadleyAveSH
a
d
l
e
y
Av
e
S
D-31D-21D-115
2
506
507 508
509 510
511
512
513
514
SSSSSSSSSSSHADLEY AVESTREET 6STREET 8R/W
TE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
4DY
514 515 516 517 518 519 520 521
FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN TYPE C
INSTALL
GENERAL NOTES:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXY
DELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATED
WITH CITY PUBLIC WORKS.
0 30 60N
PBW
MAF
MAF
DRS
JDP
193806597 158
SIGNING AND PAVEMENT MARKING PLAN
HADLEY AVENUE S.
118
0 30 60N
MATCHLINE514+00MATCHLINE514+00MATCHLINE521+50SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:50pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C901.dwgXrefs:, 193806597_SIGNAGE, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EESSSSSSHADLEY AVE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
TE
R/W
4DY
52
1
52
2
52
3
524
525
526
527 528SSHADLEY AVE
CONSTRUCTION LIMITSTE
R/W
4DY
4SW
24'24'C-81528
529 530 531 532 533 534 535
R/W
FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN TYPE C
INSTALL
GENERAL NOTES:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXY
DELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATED
WITH CITY PUBLIC WORKS.
0 30 60N
PBW
MAF
MAF
DRS
JDP
193806597 158
SIGNING AND PAVEMENT MARKING PLAN
HADLEY AVENUE S.
119
0 30 60NMATCHLINE
521+50MATCHLINE528+13.1MATCHLINE528+13.1MATCHLINE535+62.51SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:50pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C901.dwgXrefs:, 193806597_SIGNAGE, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SSSSSSSSSHADLEY A
V
E
TE
TE
R/W
4DY
4DY
4DY
1C-92 EA - PERMANENT BARRICADES
SEE DETAIL STR-31 AND STR-32
2 EA - PERMANENT BARRICADES
SEE DETAIL STR-31 AND STR-32
2 EA - PERMANENT BARRICADES
SEE DETAIL STR-31 AND STR-32
2 EA - PERMANENT BARRICADES
SEE DETAIL STR-31 AND STR-32303132 404142535
536
537
538 539
540
541
542
543
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
R/W
SSSSSSSSSSSS103RD STHADLEY AVE
HADLEY AVE
100TH ST102ND STFUTUREROADWAYR/W
R/W
TE
TE
4DY
4SW
4SW
4DY
12SW
24SW
24SW
6SW
6SW
6
11C-126C-111C-10t5109510961097545556544 545 546 547 548 549 550
551
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN TYPE C
INSTALL
GENERAL NOTES:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXY
DELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATED
WITH CITY PUBLIC WORKS.
0 30 60N
PBW
MAF
MAF
DRS
JDP
193806597 158
SIGNING AND PAVEMENT MARKING PLAN
HADLEY AVENUE S.
120
0 30 60N
MATCHLINE535+62.51MATCHLINE543+13.58MATCHLINE543+13.58MATCHLINE550+63.58SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:51pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C901.dwgXrefs:, 193806597_SIGNAGE, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
EUUEEUTTTHll
llll ll
l l
>>>>>>>>SSSSSSSSSSSSSSSHADLE
Y
A
V
E
HAMLET AVECONSTRUCTION LIMITS
END CONSTRUCTION
STA. 554+66
TE
POWER
EASEMENT
R/W
TE
R/W
12SW4DY
12SY
MRT3HADLEY AVE S.100TH ST S.323
533
5BAILEY NURSERIESENTRANCE150' BEFORE BRIDGE35MRT35100thStMRT22522100thSt56
6
61097 1098 1099 1100 1101 1102 1103 110460
61551552
553
554 555 556 557 558
4DY
FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN TYPE C
INSTALL
GENERAL NOTES:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXY
DELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATED
WITH CITY PUBLIC WORKS.PLUG 15AUUUFMFMSSSSSSS102ND ST102ND ST55351525
3
5
4
1090 1091 1092 1093 1094 1095 1096
0 30 60N
PBW
MAF
MAF
DRS
JDP
193806597 158
SIGNING AND PAVEMENT MARKING PLAN
HADLEY AVENUE S.
121MATCHLINE550+63.58SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:51pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C901.dwgXrefs:, 193806597_SIGNAGE, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_BORDERTHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTMATCHLINE1096+42.140 30 60N
MATCHLINE1096+42.14MATCHLINE1089+29122SEE SHEET
UUUlll
103RD ST
R/W
R/W
CONSTRUCTION LIMITS
BEGIN CONSTRUCTION
STA. 1082+00
1076 1077 1078 1079 1080 1081 108210751076107710781079108010811082
4DY
4SW
22222U
U
U
SS
SS
SNA-NORTH
PARKING
103RD ST
R/W
R/W
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
TE
1082
1083
1084
1085
1086
1087 108810891082
1083
1084
1085
1086 1087
1088
1089
1090
4DY4SW
4DY
4SW2
HADLEY AVE S.103RD ST S.35255FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN TYPE C
INSTALL
GENERAL NOTES:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXY
DELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATED
WITH CITY PUBLIC WORKS.
PBW
MAF
MAF
DRS
JDP
193806597 158
SIGNING AND PAVEMENT MARKING PLAN
100TH STREET S. / 103RD STREET S.
122
0 30 60
N
MATCHLINE1082+500 30 60
N
MATCHLINE1082+50MATCHLINE1090+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C902.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_SIGNAGETHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
SS
S103RD ST HADLEY AVEHADLEY AVE100TH ST
R/W
R/W
TE
TE
5445455461090
1091
1092 1093
1094
1095
1096
1097
4SW
4DY
6SW
6SW
4SW
12SY
4DY
C-131BAILEY NURSERIESENTRANCE150' BEFORE BRIDGEMRT61C-141C-111
C-10
U
100TH ST
100TH
S
T
CONSTRUCTION LIMITS
R/W
R/W
TE
1097
1098
1099
1100
1101 1102
1103
1104
110
5
4DY
4SW
4DSY
12SY
4SW
4SW
4DY
6PET WASTE63PET WASTE3C-16161C-15111FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN TYPE C
INSTALL
GENERAL NOTES:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXY
DELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATED
WITH CITY PUBLIC WORKS.
PBW
MAF
MAF
DRS
JDP
193806597 158
SIGNING AND PAVEMENT MARKING PLAN
100TH STREET S. / 103RD STREET S.
123
0 30 60N
0 30 60
NMATCHLINE1090+00MATCHLINE1097+50MATCHLINE1097+50MATCHLINE1105+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:54pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C902.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_SIGNAGETHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
E
E E
E
100TH STHAYWARD AVEPOWER EASEMENT
CONSTRUCTION LIMITS
R/W
POWER EASEMENT
END CONSTRUCTION
STA. 1108+80
1105
1106 1107 1108 1109 1110 1111 1112 1113
4DY
4SW
12SY 26253HAYWARD AVE S.
100TH ST S.
21
C-171C-181FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN TYPE C
INSTALL
GENERAL NOTES:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXY
DELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATED
WITH CITY PUBLIC WORKS.
U U U
E
E
H
SS
SS
100T
H
S
T
100TH ST
POWER EASEMENT
POWER EASEMENT
R/W
HAMLET AVE
1102
1103
1104
1105
4DSY
12SY
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS PET WASTE65PET WASTE3HAMLET AVE S.
100TH ST S.
3
5C-1611112 EA - PERMANENT BARRICADESSEE DETAIL STR-321C-1964 65 66 674DY
PBW
MAF
MAF
DRS
JDP
193806597 158
SIGNING AND PAVEMENT MARKING PLAN
100TH STREET S. & HAMLET AVENUE S.
124
0 30 60
N
MATCHLINE1105+00SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C902.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_SIGNAGETHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
0 30 60
N
MATCHLINE1105+00MATCHLINE64+00
E
U U U
U
E
E
T
T
T
H
SS
S S
SS
552553554HAMLET AVE
POWER EASEMENT
POWER EASEMENT
R/WHADLEY AVE109911001101CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
MRT
3
HADLEY AVE S.
100TH ST S.
3 5235533
53
MRT32
666
60
61 62 63 64
4DY
24SW
FURNISH & INSTALL
INPLACE/REMAIN
SALVAGE
SPECIFIC NOTES:
1
2
3
5
6
4 REMOVE
REMOVE SIGN TYPE C
INSTALL
GENERAL NOTES:
PAVEMENT MARKINGS SHALL BE MEASURED BY THE ACTUAL MATERIAL APPLIED.
ALL STRIPING AND PAVEMENT MARKINGS WILL BE GROUND-IN EPOXY
DELIVERY OF SALVAGED SIGNS NOT REINSTALLED SHALL BE COORDINATED
WITH CITY PUBLIC WORKS.
U
H
S
S
S
S
S
S
R/W
R/W
R/W
102ND ST
FUTURE
ROADWAY
TE
TE
TE
5495505515
1
5
2
53 54
55
56
1094109510964DY
24SW
1C-126310
0
t
h
S
t
5
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
PBW
MAF
MAF
DRS
JDP
193806597 158
SIGNING AND PAVEMENT MARKING PLAN
HAMLET AVENUE S. & 102ND STREET
125
0 30 60
N
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:55pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C902.dwgXrefs:, 193806597_BORDER, 193806597_XSXV, 193806597_XSCL, 193806597_XSNO, 193806597_XSNU, 193806597_XSNV, 193806597_XSXT, 193806597_XSXU, 193806597_SIGNAGETHE 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 - PHASE 2
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
01/04/2024 40973
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
0 30 60NMATCHLINE64+00
HADLEY
509+25
800
802
804
806
808
810
812
814
816
818
820
800
802
804
806
808
810
812
814
816
818
820
HADLEY
509+50
800
802
804
806
808
810
812
814
816
818
820
800
802
804
806
808
810
812
814
816
818
820
HADLEY
510+00
802
804
806
808
810
812
814
816
818
820
802
804
806
808
810
812
814
816
818
820
HADLEY
510+50
802
804
806
808
810
812
814
816
818
820
802
804
806
808
810
812
814
816
818
820
HADLEY
511+00
802
804
806
808
810
812
814
816
818
820
822
802
804
806
808
810
812
814
816
818
820
822
HADLEY
511+50
802
804
806
808
810
812
814
816
818
820
822
802
804
806
808
810
812
814
816
818
820
822
HADLEY
512+00
802
804
806
808
810
812
814
816
818
820
822
802
804
806
808
810
812
814
816
818
820
822
HADLEY
512+50
802
804
806
808
810
812
814
816
818
820
822
802
804
806
808
810
812
814
816
818
820
822
R/W55'R/W54'R/W41'R/W40'R/W40'R/W56'R/W40'R/W46'R/W40'TE57'R/W41'R/W40'TE55'R/W40'R/W40'-16.2, 809.1-18.4, 809.5-30.8, 809.7-36.8, 809.8-46.0, 807.418.2, 809.020.4, 809.432.5, 809.640.5, 809.750.6, 807.0-2.03%1.50%
-33.3%1:3
1.50%-2.28%1.50%1.50%
-33.3%
1:
3
1.50%-14.8, 808.9-16.9, 809.3-31.0, 809.5-37.0, 809.6-39.6, 809.416.0, 808.818.1, 809.229.6, 809.437.6, 809.545.4, 807.6-2.11%1.50%
-33.3%1:3 1.50%-2.24%1.50%1.50%
-33.3%
1:
3
1.50%-13.3, 808.5-15.4, 808.9-32.2, 809.1-38.2, 809.2-40.5, 809.416.1, 808.718.3, 809.126.8, 809.234.8, 809.337.4, 809.2-3.97%1.50%33.3%
1:
3 1.50%-2.06%1.50%1.50%-33.3%
1:
31.50%-15.4, 808.9-17.5, 809.3-33.0, 809.5-39.0, 809.6-41.1, 809.616.5, 808.918.6, 809.326.7, 809.434.7, 809.538.3, 809.0-2.17%
1.50%-33.3%1:3 1.50%-2.04%1.50%1.50%
-33.3%
1:
31.50%-16.5, 809.4-18.7, 809.8-32.9, 810.0-38.9, 810.1-41.0, 810.216.5, 809.418.7, 809.827.9, 809.935.9, 810.139.5, 809.6-2.01%1.50%33.3%
1:
3 1.50%-2.01%1.50%1.50%
-33.3%
1:
31.50%-16.5, 809.9-18.7, 810.3-32.7, 810.5-38.7, 810.6-40.8, 810.616.5, 809.918.7, 810.333.0, 810.541.0, 810.645.2, 809.9-2.08%1.50%-33.3%1:3 1.50%-1.96%1.50%1.50%
-33.3%
1:
31.50%-16.5, 810.4-18.7, 810.8-32.5, 811.0-38.5, 811.1-40.5, 811.116.5, 810.418.7, 810.831.7, 811.039.7, 811.146.9, 809.4-2.14%1.50%-33.3%1:3 1.50%-1.92%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 810.9-18.7, 811.3-32.3, 811.5-38.3, 811.6-40.6, 811.716.5, 810.918.7, 811.330.7, 811.538.7, 811.645.2, 810.2-2.19%1.50%33.3%
1:
3 1.50%-1.89%1.50%1.50%
-33.3%
1:
3
1.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
126
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:58pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
513+00
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
513+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
513+80
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
515+00
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
515+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
516+00
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
516+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
517+00
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
TE55'R/W40'R/W40'TE55'R/W40'R/W40'TE55'R/W40'R/W40'TE55'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'-16.5, 811.4-18.7, 811.8-32.3, 812.0-38.3, 812.1-40.6, 812.016.5, 811.418.7, 811.830.7, 812.038.7, 812.145.9, 810.4-2.18%1.50%-33.3%1:3 1.50%-1.92%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 811.9-18.7, 812.3-32.3, 812.5-38.3, 812.6-41.0, 812.416.5, 811.918.7, 812.330.7, 812.538.7, 812.646.0, 810.9-2.17%1.50%
-33.3%1:3 1.50%-1.95%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 812.2-18.7, 812.6-32.3, 812.8-38.3, 812.9-42.4, 812.216.5, 812.218.7, 812.630.7, 812.838.7, 812.947.1, 810.8-2.16%1.50%
-33.3%1:3 1.50%-1.96%1.50%1.50%
-33.3%
1:
3
1.50%-16.7, 812.3-19.0, 812.6-32.3, 812.8-38.3, 812.9-43.0, 812.016.5, 812.418.7, 812.830.7, 812.938.7, 813.148.0, 810.7-2.04%1.50%2.87%
-33.3%1:3 -1.94%1.50%1.50%
-33.3%
1:
3
1.50%-16.7, 812.0-19.0, 812.2-32.3, 812.4-38.3, 812.5-40.8, 812.416.5, 812.018.7, 812.430.7, 812.638.7, 812.746.8, 810.7-2.04%1.50%2.87%-33.3%1:3 -1.95%1.50%1.50%
-33.3%
1:
3
1.50%-16.7, 811.6-19.0, 811.8-32.3, 812.0-38.3, 812.1-40.3, 812.216.5, 811.618.7, 812.030.7, 812.238.7, 812.345.7, 810.7-2.04%1.50%2.87%33.3%
1:
3
-1.95%1.50%1.50%
-33.3%
1:
3
1.50%-16.7, 811.2-19.0, 811.5-32.3, 811.7-38.3, 811.8-41.9, 812.316.5, 811.218.7, 811.630.7, 811.838.7, 811.944.2, 810.8-2.03%1.50%2.87%
33.3%
1:
3
-1.95%1.50%1.50%
-33.3%
1:
3
1.50%-16.7, 810.9-19.0, 811.1-32.3, 811.3-38.3, 811.4-43.3, 812.416.5, 810.918.7, 811.330.7, 811.538.7, 811.642.7, 810.9-2.03%1.50%2.87%
33.3%
1:
3
-1.96%1.50%1.50%
-33.3%
1:
31.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
127
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:58pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
517+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
518+00
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
518+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
519+00
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
519+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
HADLEY
520+00
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
520+40
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W40'R/W40'TE56'R/W41'R/W39'-16.7, 810.8-19.0, 811.1-32.3, 811.3-38.3, 811.4-43.6, 812.516.5, 810.818.7, 811.230.7, 811.438.7, 811.542.1, 811.1-2.02%1.50%2.87%
33.3%
1:
3
-1.96%1.50%1.50%
-33.3%
1:
31.50%-16.7, 811.1-19.0, 811.3-32.3, 811.5-38.3, 811.6-42.1, 812.216.5, 811.118.7, 811.530.7, 811.738.7, 811.842.9, 811.1-2.01%1.50%2.87%
33.3%
1:
3
-1.96%1.50%1.50%
-33.3%
1:
31.50%-16.7, 811.5-19.0, 811.7-32.3, 811.9-38.3, 812.0-40.8, 812.216.5, 811.518.7, 811.930.7, 812.038.7, 812.243.6, 811.2-2.01%1.50%2.87%33.3%
1:
3
-1.96%1.50%1.50%
-33.3%
1:
31.50%-16.7, 811.8-19.0, 812.1-32.3, 812.3-38.3, 812.4-40.5, 812.516.5, 811.818.7, 812.230.7, 812.438.7, 812.545.2, 811.1-2.00%1.50%2.87%33.3%
1:
3
-1.97%1.50%1.50%
-33.3%
1:
3
1.50%-16.7, 812.2-19.0, 812.5-32.3, 812.7-38.3, 812.7-40.7, 812.716.5, 812.218.7, 812.630.7, 812.838.7, 812.943.0, 812.2-2.00%1.50%2.87%-33.3%1:3 -1.97%1.50%1.50%
-33.3%
1:
31.50%-16.7, 812.6-19.0, 812.8-32.3, 813.0-38.3, 813.1-42.2, 812.516.5, 812.618.7, 813.030.7, 813.238.7, 813.344.0, 812.2-2.00%1.50%2.87%-33.3%1:3 -1.97%1.50%1.50%
-33.3%
1:
3
1.50%-16.7, 812.9-19.0, 813.1-32.3, 813.3-38.3, 813.4-44.0, 812.216.5, 812.918.7, 813.330.7, 813.538.7, 813.645.0, 812.2-1.99%1.50%2.87%
-33.3%1:3 -1.98%1.50%1.50%
-33.3%
1:
3
1.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
128
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
521+55
802
804
806
808
810
812
814
816
818
820
822
824
826
802
804
806
808
810
812
814
816
818
820
822
824
826
HADLEY
522+00
802
804
806
808
810
812
814
816
818
820
822
824
826
802
804
806
808
810
812
814
816
818
820
822
824
826
HADLEY
522+50
802
804
806
808
810
812
814
816
818
820
822
824
826
802
804
806
808
810
812
814
816
818
820
822
824
826
HADLEY
523+00
800
802
804
806
808
810
812
814
816
818
820
822
824
826
800
802
804
806
808
810
812
814
816
818
820
822
824
826
HADLEY
523+50
798
800
802
804
806
808
810
812
814
816
818
820
822
824
798
800
802
804
806
808
810
812
814
816
818
820
822
824
HADLEY
524+00
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
824
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
824
TE56'R/W41'R/W39'TE56'R/W41'R/W39'TE56'R/W41'R/W39'TE54'R/W39'TE55'R/W40'R/W60'TE56'R/W41'R/W59'-16.5, 813.7-18.7, 814.1-32.3, 814.3-38.3, 814.4-42.4, 813.816.5, 813.718.7, 814.130.7, 814.338.7, 814.447.7, 812.1-2.01%1.50%
-33.3%1:3 1.50%-1.98%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 814.0-18.7, 814.4-32.3, 814.6-38.3, 814.7-43.9, 813.516.5, 813.918.7, 814.330.5, 814.438.5, 814.645.7, 812.9-1.39%
1.50%
-33.3%1:3 1.50%-1.99%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 813.7-18.7, 814.1-32.3, 814.3-38.3, 814.4-44.8, 812.916.5, 813.718.7, 814.129.5, 814.237.5, 814.441.7, 813.7-1.94%1.50%
-33.3%1:3
1.50%-2.04%1.50%1.50%
-33.3%
1:
31.50%-16.5, 813.3-18.7, 813.7-32.2, 813.9-38.2, 814.0-43.7, 812.916.5, 813.318.7, 813.729.3, 813.837.3, 814.056.2, 808.4-2.04%1.50%
-33.3%1:3 1.50%-2.01%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 812.9-18.7, 813.3-32.0, 813.5-38.0, 813.6-51.5, 809.816.5, 812.918.7, 813.330.3, 813.538.3, 813.6-2.03%1.50%
-33.3%1:3
1.50%-2.01%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 812.5-18.7, 812.9-31.8, 813.1-37.8, 813.2-48.0, 810.416.5, 812.518.7, 812.931.2, 813.139.2, 813.252.1, 809.6-2.03%1.50%
-33.3%1:3
1.50%-2.01%1.50%1.50%
-33.3%
1:
3
1.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
129
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
524+50
788
790
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
788
790
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
HADLEY
525+00
784
786
788
790
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
824
784
786
788
790
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
824
HADLEY
525+50
786
788
790
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
824
786
788
790
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
824
HADLEY
526+00
790
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
790
792
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
TE57'R/W42'R/W58'TE57'R/W42'R/W58'TE58'R/W43'R/W57'TE58'R/W43'R/W57'-16.5, 812.1-18.7, 812.5-31.5, 812.7-37.5, 812.8-44.1, 811.316.5, 812.118.7, 812.531.9, 812.739.9, 812.848.3, 810.7-2.03%1.50%
-33.3%1:3
1.50%-2.01%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 811.7-18.7, 812.1-31.2, 812.3-37.2, 812.4-42.1, 811.416.5, 811.718.7, 812.132.4, 812.340.4, 812.446.3, 811.1-2.02%1.50%
-33.3%1:3 1.50%-2.01%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 811.3-18.7, 811.7-30.9, 811.9-36.9, 812.0-42.7, 810.716.5, 811.318.7, 811.732.8, 811.940.8, 812.046.1, 810.9-2.02%1.50%
-33.3%1:3
1.50%-2.01%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 810.9-18.7, 811.3-30.5, 811.5-36.5, 811.5-41.7, 810.516.5, 810.918.7, 811.332.9, 811.540.9, 811.645.9, 810.7-2.02%1.50%
-33.3%1:3 1.50%-2.01%1.50%1.50%
-33.3%
1:
31.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
130
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
526+50
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
794
796
798
800
802
804
806
808
810
812
814
816
818
820
822
HADLEY
527+00
798
800
802
804
806
808
810
812
814
816
818
820
822
798
800
802
804
806
808
810
812
814
816
818
820
822
HADLEY
527+50
800
802
804
806
808
810
812
814
816
818
820
822
800
802
804
806
808
810
812
814
816
818
820
822
HADLEY
528+00
802
804
806
808
810
812
814
816
818
820
822
802
804
806
808
810
812
814
816
818
820
822
HADLEY
528+50
802
804
806
808
810
812
814
816
818
820
802
804
806
808
810
812
814
816
818
820
HADLEY
529+00
802
804
806
808
810
812
814
816
818
820
802
804
806
808
810
812
814
816
818
820
TE58'R/W43'R/W57'TE58'R/W43'R/W57'TE57'R/W42'R/W58'TE57'R/W42'R/W58'TE56'R/W41'R/W59'TE56'R/W41'R/W59'-16.5, 810.5-18.7, 810.9-30.2, 811.1-36.2, 811.1-38.7, 811.016.5, 810.518.7, 810.932.9, 811.140.9, 811.245.2, 810.5-2.02%1.50%-33.3%1:3 1.50%-2.01%1.50%1.50%
-33.3%
1:
31.50%-16.5, 810.1-18.7, 810.5-29.8, 810.6-35.8, 810.7-38.6, 810.516.5, 810.118.7, 810.532.7, 810.740.7, 810.844.3, 810.3-2.01%1.50%
-33.3%1:3 1.50%-2.01%1.50%1.50%
-33.3%
1:
31.50%-16.5, 809.7-18.7, 810.1-29.5, 810.2-35.5, 810.3-39.1, 809.816.5, 809.718.7, 810.132.3, 810.340.3, 810.443.7, 810.0-2.01%1.50%
-33.3%1:3 1.50%-2.01%1.50%1.50%
-33.3%
1:
31.50%-16.5, 809.3-18.7, 809.7-29.1, 809.8-35.1, 809.9-38.1, 809.616.5, 809.318.7, 809.731.7, 809.939.7, 810.042.5, 809.8-2.01%1.50%
-33.3%1:3 1.50%-2.01%1.50%1.50%
-33.3%
1:
31.50%-16.5, 808.9-18.7, 809.3-28.8, 809.4-34.8, 809.5-37.6, 809.316.5, 808.918.7, 809.331.0, 809.539.0, 809.641.9, 809.3-2.01%1.50%
-33.3%1:3 1.50%-2.01%1.50%1.50%
-33.3%
1:
31.50%-22.7, 808.3-24.9, 808.8-28.7, 808.8-34.7, 808.9-37.6, 808.616.5, 808.518.7, 808.930.7, 809.138.7, 809.241.6, 808.9-2.00%1.50%
-33.3%1:3 1.50%-1.95%1.50%1.50%
-33.3%
1:
31.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
131
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
529+50
800
802
804
806
808
810
812
814
816
818
820
822
800
802
804
806
808
810
812
814
816
818
820
822
HADLEY
530+00
800
802
804
806
808
810
812
814
816
818
820
800
802
804
806
808
810
812
814
816
818
820
HADLEY
530+50
800
802
804
806
808
810
812
814
816
818
820
800
802
804
806
808
810
812
814
816
818
820
HADLEY
531+00
798
800
802
804
806
808
810
812
814
816
818
820
798
800
802
804
806
808
810
812
814
816
818
820
HADLEY
531+50
798
800
802
804
806
808
810
812
814
816
818
820
798
800
802
804
806
808
810
812
814
816
818
820
HADLEY
532+00
798
800
802
804
806
808
810
812
814
816
818
820
798
800
802
804
806
808
810
812
814
816
818
820
TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'-24.5, 807.9-26.7, 808.3-34.7, 808.4-37.8, 808.116.5, 808.118.7, 808.530.7, 808.738.7, 808.841.4, 808.6-2.00%1.50%
-33.3%1:3 -1.85%1.50%1.50%
-33.3%
1:
31.50%-24.5, 807.5-26.7, 807.9-34.7, 808.0-37.7, 807.716.5, 807.718.7, 808.130.7, 808.338.7, 808.441.3, 808.2-2.00%1.50%
-33.3%1:3 -1.76%1.50%1.50%-33.3%
1:
31.50%-24.5, 807.3-26.7, 807.7-34.7, 807.8-37.3, 807.616.5, 807.518.7, 807.930.7, 808.138.7, 808.240.8, 808.1-2.00%1.50%-33.3%1:3 -1.98%1.50%1.50%-33.3%
1:
31.50%-24.5, 807.4-26.7, 807.8-34.7, 807.9-38.2, 807.516.5, 807.618.7, 808.030.7, 808.138.7, 808.341.0, 808.2-2.00%1.50%
-33.3%1:3 -2.03%1.50%1.50%-33.3%
1:
31.50%-24.5, 807.7-26.7, 808.1-34.7, 808.3-38.5, 807.716.5, 807.918.7, 808.330.7, 808.538.7, 808.641.5, 808.4-2.01%1.50%
-33.3%1:3 -2.02%1.50%1.50%
-33.3%
1:
31.50%-24.5, 808.1-26.7, 808.5-34.7, 808.6-39.9, 807.516.5, 808.218.7, 808.630.7, 808.838.7, 808.948.8, 806.3-2.02%1.50%
-33.3%1:3 -2.03%1.50%1.50%
-33.3%
1:
3
1.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
132
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
532+50
798
800
802
804
806
808
810
812
814
816
818
820
798
800
802
804
806
808
810
812
814
816
818
820
HADLEY
533+00
798
800
802
804
806
808
810
812
814
816
818
820
798
800
802
804
806
808
810
812
814
816
818
820
HADLEY
533+50
800
802
804
806
808
810
812
814
816
818
820
822
800
802
804
806
808
810
812
814
816
818
820
822
HADLEY
534+00
800
802
804
806
808
810
812
814
816
818
820
822
800
802
804
806
808
810
812
814
816
818
820
822
HADLEY
534+50
802
804
806
808
810
812
814
816
818
820
822
802
804
806
808
810
812
814
816
818
820
822
HADLEY
535+00
800
802
804
806
808
810
812
814
816
818
820
822
800
802
804
806
808
810
812
814
816
818
820
822
TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE56'R/W41'R/W59'-24.5, 808.4-26.7, 808.8-34.7, 808.9-38.5, 808.416.5, 808.618.7, 809.030.7, 809.238.7, 809.341.8, 808.9-2.02%1.50%
-33.3%1:3 -2.04%1.50%1.50%
-33.3%
1:
31.50%-24.5, 808.8-26.7, 809.2-34.7, 809.3-38.7, 808.616.5, 808.918.7, 809.330.7, 809.538.7, 809.642.2, 809.2-2.03%1.50%
-33.3%1:3 -2.05%1.50%1.50%
-33.3%
1:
31.50%-24.5, 809.1-26.7, 809.5-34.7, 809.6-38.3, 809.116.5, 809.318.7, 809.730.7, 809.938.7, 810.044.4, 808.8-2.04%1.50%
-33.3%1:3 -2.06%1.50%1.50%
-33.3%
1:
3
1.50%-24.5, 809.5-26.7, 809.9-34.7, 810.0-38.5, 809.416.5, 809.618.7, 810.030.7, 810.238.7, 810.346.4, 808.4-2.05%1.50%
-33.3%1:3 -2.07%1.50%1.50%
-33.3%
1:
3
1.50%-24.5, 809.8-26.7, 810.2-34.7, 810.3-38.5, 809.716.5, 810.018.7, 810.430.7, 810.538.7, 810.744.1, 809.5-2.05%1.50%
-33.3%1:3 -2.08%1.50%1.50%
-33.3%
1:
3
1.50%-24.5, 810.1-26.7, 810.5-34.7, 810.7-37.7, 810.316.5, 810.318.7, 810.730.7, 810.938.7, 811.042.3, 810.5-2.06%1.50%
-33.3%1:3 -2.09%1.50%1.50%
-33.3%
1:
31.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
133
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 2:59pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
535+50
802
804
806
808
810
812
814
816
818
820
822
802
804
806
808
810
812
814
816
818
820
822
HADLEY
536+00
802
804
806
808
810
812
814
816
818
820
822
802
804
806
808
810
812
814
816
818
820
822
HADLEY
536+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
537+00
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
537+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
538+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
HADLEY
539+00
806
808
810
812
814
816
818
820
822
824
806
808
810
812
814
816
818
820
822
824
HADLEY
539+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
TE56'R/W41'R/W59'TE56'R/W41'R/W59'TE59'R/W43'R/W57'R/W48'R/W52'R/W52'R/W48'R/W51'R/W49'R/W50'R/W50'R/W50'R/W50'-24.5, 810.5-26.7, 810.9-34.7, 811.0-37.7, 810.716.5, 810.618.7, 811.030.7, 811.238.7, 811.343.2, 810.5-2.07%1.50%
-33.3%1:3 -2.10%1.50%1.50%
-33.3%
1:
31.50%-24.5, 810.8-26.7, 811.2-34.7, 811.4-38.3, 810.916.5, 811.018.7, 811.430.7, 811.638.7, 811.743.9, 810.6-2.07%1.50%
-33.3%1:3 -2.11%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 811.3-18.7, 811.7-26.7, 811.9-34.7, 812.0-40.1, 810.816.5, 811.318.7, 811.731.0, 811.939.0, 812.043.3, 811.3-2.12%1.50%
-33.3%1:3 1.50%-2.12%1.50%1.50%
-33.3%
1:
31.50%-16.5, 811.7-18.7, 812.1-28.4, 812.2-36.4, 812.3-40.8, 811.616.5, 811.718.7, 812.132.9, 812.340.9, 812.445.6, 811.5-2.13%1.50%
-33.3%1:3 1.50%-2.20%1.50%1.50%
-33.3%
1:
31.50%-16.5, 812.0-18.7, 812.4-30.7, 812.6-38.7, 812.7-44.5, 811.514.0, 812.016.2, 812.434.6, 812.742.6, 812.849.4, 811.3-2.14%1.50%
-33.3%1:3
1.50%-2.68%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 812.7-18.7, 813.1-35.5, 813.4-41.5, 813.5-49.0, 811.716.5, 812.718.7, 813.238.0, 813.446.0, 813.653.2, 811.9-2.00%
1.50%
-33.3%1:3
1.50%-1.93%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 813.1-18.7, 813.5-38.0, 813.8-44.0, 813.9-52.4, 811.816.5, 813.118.7, 813.539.5, 813.847.5, 813.957.5, 811.3-2.00%
1.50%
-33.3%1:3
1.50%-1.98%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 813.4-18.7, 813.8-40.0, 814.1-46.0, 814.2-54.7, 812.016.5, 813.418.7, 813.840.0, 814.148.0, 814.359.9, 811.0-2.00%
1.50%
-33.3%1:3
1.50%-2.01%1.50%1.50%
-33.3%
1:
3
1.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
134
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
540+15
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
HADLEY
540+65
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
HADLEY
541+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
HADLEY
542+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
HADLEY
543+00
806
808
810
812
814
816
818
820
822
824
826
828
806
808
810
812
814
816
818
820
822
824
826
828
HADLEY
543+50
806
808
810
812
814
816
818
820
822
824
826
828
806
808
810
812
814
816
818
820
822
824
826
828
R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'R/W50'-16.5, 813.9-18.7, 814.3-40.0, 814.6-46.0, 814.7-52.5, 813.216.5, 813.918.7, 814.340.0, 814.648.0, 814.759.9, 811.4-2.00%
1.50%
-33.3%1:3
1.50%-2.00%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 814.2-18.7, 814.6-40.0, 814.9-46.0, 815.0-52.8, 813.516.5, 814.218.7, 814.640.0, 814.948.0, 815.158.7, 812.2-2.00%
1.50%
-33.3%1:3
1.50%-1.99%1.50%1.50%
-33.3%
1:
3
1.50%-16.5, 814.5-18.7, 814.9-40.0, 815.2-46.0, 815.3-52.7, 813.716.5, 814.518.7, 814.940.0, 815.248.0, 815.357.5, 812.8-2.00%
1.50%
-33.3%1:3
1.50%-1.99%1.50%1.50%
-33.3%
1:
3
1.50%-17.2, 814.8-19.3, 815.2-40.0, 815.5-48.0, 815.7-50.4, 815.618.5, 814.820.7, 815.240.0, 815.548.0, 815.652.5, 814.8-2.14%
1.50%-33.3%1:3 1.50%-1.99%1.50%1.50%
-33.3%
1:
31.50%-18.5, 814.6-20.7, 815.0-40.0, 815.3-48.0, 815.4-51.6, 816.018.5, 814.620.7, 815.040.0, 815.348.0, 815.451.1, 815.1-2.00%
1.50%33.3%
1:
3
1.50%-2.00%1.50%1.50%
-33.3%
1:
31.50%-18.5, 814.3-20.7, 814.7-40.0, 815.0-48.0, 815.1-51.2, 815.618.5, 814.320.7, 814.740.0, 815.048.0, 815.150.3, 815.1-2.00%
1.50%33.3%
1:
3
1.50%-2.00%1.50%1.50%-33.3%
1:
31.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
135
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
544+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
HADLEY
544+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
R/W50'R/W50'R/W50'R/W50'HADLEY
546+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
R/W50'R/W50'HADLEY
547+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
R/W50'R/W50'HADLEY
547+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
R/W50'R/W50'HADLEY
548+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
R/W50'R/W50'-18.5, 814.1-20.7, 814.5-40.0, 814.8-48.0, 814.9-51.1, 815.318.5, 814.120.7, 814.540.0, 814.848.0, 814.950.1, 815.0-2.00%
1.50%33.3%
1:
3
1.50%-2.00%1.50%1.50%33.3%1:31.50%-18.5, 813.8-20.7, 814.2-40.0, 814.5-48.0, 814.6-50.9, 815.018.5, 813.820.7, 814.240.0, 814.548.0, 814.651.0, 814.4-2.00%
1.50%33.3%
1:
3
1.50%-2.00%1.50%1.50%
-33.3%
1:
31.50%-18.5, 812.8-20.7, 813.2-40.0, 813.5-48.0, 813.6-51.3, 814.118.5, 812.820.7, 813.240.0, 813.548.0, 813.652.0, 814.3-1.91%1.50%1.50%33.3%
1:
3
-1.91%1.50%1.50%33.3%1:3
-18.5, 812.6-20.7, 813.0-40.0, 813.3-48.0, 813.4-51.9, 814.018.5, 812.620.7, 813.040.0, 813.348.0, 813.452.0, 814.1-1.86%1.51%1.50%33.3%
1:
3
-1.86%1.50%1.50%33.3%1:3-18.5, 812.4-20.7, 812.8-40.0, 813.1-48.0, 813.2-52.7, 814.118.5, 812.420.7, 812.840.0, 813.148.0, 813.252.2, 813.9-1.94%1.63%1.50%33.3%
1:
3
-1.94%1.50%1.50%33.3%1:3-18.5, 812.4-20.7, 812.8-40.0, 813.1-48.0, 813.2-51.5, 813.718.5, 812.420.7, 812.840.0, 813.148.0, 813.251.7, 813.8-2.14%1.61%1.50%33.3%
1:
3
-2.13%1.50%1.50%33.3%1:3
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
136
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
548+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
R/W50'R/W50'HADLEY
549+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
R/W50'R/W50'HADLEY
549+30
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
R/W50'R/W50'HADLEY
550+50
808
810
812
814
816
818
820
822
824
826
828
808
810
812
814
816
818
820
822
824
826
828
R/W50'R/W50'HADLEY
551+00
806
808
810
812
814
816
818
820
822
824
826
828
806
808
810
812
814
816
818
820
822
824
826
828
R/W50'R/W50'HADLEY
551+50
808
810
812
814
816
818
820
822
824
826
828
808
810
812
814
816
818
820
822
824
826
828
R/W50'R/W50'HADLEY
552+00
808
810
812
814
816
818
820
822
824
826
828
808
810
812
814
816
818
820
822
824
826
828
R/W50'R/W50'-18.5, 812.7-20.7, 813.1-40.0, 813.4-48.0, 813.6-51.3, 814.018.5, 812.720.7, 813.240.0, 813.448.0, 813.651.8, 814.2-2.29%1.46%1.50%33.3%
1:
3
-2.27%1.50%1.50%33.3%1:3-18.5, 813.3-20.7, 813.7-40.0, 813.9-48.0, 814.0-50.6, 813.918.5, 813.320.7, 813.740.0, 814.048.0, 814.151.6, 814.6-2.17%1.35%1.50%
-33.3%1:3 -2.15%1.50%1.50%33.3%1:3-18.5, 813.6-20.7, 814.0-40.1, 814.2-48.1, 814.3-51.2, 814.018.5, 813.620.7, 814.040.0, 814.348.0, 814.450.2, 814.5-2.09%1.29%1.50%
-33.3%1:3 -2.10%1.73%1.50%33.3%1:3-18.5, 814.8-20.7, 815.2-40.1, 815.4-48.1, 815.6-50.9, 815.318.5, 814.820.7, 815.240.0, 815.548.0, 815.653.4, 816.7-1.99%1.33%1.50%
-33.3%1:3 -2.05%1.50%1.50%
33.3%1:3
-18.5, 815.3-20.7, 815.7-40.1, 815.9-48.1, 816.1-50.4, 816.018.5, 815.320.7, 815.740.0, 815.948.0, 816.150.3, 816.2-2.00%1.38%1.50%-33.3%1:3
-2.04%1.50%1.50%33.3%1:3-18.5, 815.8-20.7, 816.2-40.1, 816.4-48.1, 816.6-51.9, 816.018.5, 815.720.7, 816.240.0, 816.448.0, 816.650.7, 816.3-2.00%1.41%1.50%
-33.3%1:3 -2.02%1.50%1.50%
-33.3%
1:
3-18.5, 816.2-20.7, 816.6-40.2, 816.9-48.2, 817.0-53.2, 816.018.5, 816.220.7, 816.640.0, 816.948.0, 817.054.6, 815.5-2.00%1.33%1.50%
-33.3%1:3 -2.01%1.50%1.50%
-33.3%
1:
3
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
137
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
HADLEY
552+50
808
810
812
814
816
818
820
822
824
826
828
830
808
810
812
814
816
818
820
822
824
826
828
830
R/W50'R/W50'HADLEY
553+00
808
810
812
814
816
818
820
822
824
826
828
808
810
812
814
816
818
820
822
824
826
828
R/W50'R/W50'HADLEY
553+50
808
810
812
814
816
818
820
822
824
826
828
808
810
812
814
816
818
820
822
824
826
828
R/W50'R/W50'HADLEY
554+00
808
810
812
814
816
818
820
822
824
826
828
808
810
812
814
816
818
820
822
824
826
828
R/W50'R/W50'HADLEY
554+50
808
810
812
814
816
818
820
822
824
826
828
808
810
812
814
816
818
820
822
824
826
828
R/W50'R/W50'-18.5, 816.4-20.7, 816.8-40.2, 817.1-48.2, 817.2-53.9, 816.018.5, 816.420.7, 816.840.0, 817.148.0, 817.257.1, 814.9-2.00%1.36%1.50%
-33.3%1:3 -2.00%1.50%1.50%
-33.3%
1:
3-18.5, 816.3-20.7, 816.7-40.0, 817.0-48.0, 817.1-59.4, 814.018.5, 816.320.7, 816.740.0, 817.048.0, 817.154.6, 815.6-2.01%1.40%1.50%
-33.3%1:3
-2.00%1.50%1.50%
-33.3%
1:
3-18.5, 816.1-20.7, 816.5-32.0, 816.6-40.0, 816.8-50.4, 814.0-2.00%1.55%1.50%
-33.3%1:3
-2.00%-18.5, 815.8-20.7, 816.2-27.8, 816.4-35.8, 816.6-38.9, 816.2-1.98%3.06%1.50%
-33.3%1:3 -2.00%-18.5, 815.6-20.7, 816.0-28.6, 816.7-36.6, 816.8-40.0, 817.318.5, 815.720.7, 816.150.9, 815.858.9, 815.9-2.00%
8.27%
1.50%33.3%
1:
3
-1.93%-0.94%1.50%
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
-60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
HADLEY AVENUE S.
138
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:00pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C701.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1082+00
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1082+50
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-15.0, 815.6-43.7, 808.5-68.2, 808.5-76.4, 810.016.9, 815.620.9, 814.678.6, 814.681.6, 814.989.6, 815.0106.7, 814.479.6, 814.8-2.00%-4.00%
-25.0%1:4
18.9%
1:5
-2.00%-4.00%
-25.0%
1:4 1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 R/W105'-18.0, 815.1-44.7, 808.5-68.8, 808.5-76.9, 810.018.0, 815.222.0, 814.276.3, 814.281.1, 814.989.1, 815.0107.3, 814.179.1, 814.9-2.04%-4.00%
-25.0%1:4
18.6%
1:5
-1.96%-4.00%
-25.0%
1:4 1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 R/W104'CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
139
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1083+00
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1083+50
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-18.0, 814.7-42.9, 808.5-71.6, 808.5-77.6, 810.018.0, 814.822.0, 813.873.9, 813.880.5, 814.988.5, 815.0107.0, 814.078.5, 814.9-2.08%-4.00%
-25.0%1:4
25.0%
1:4
-1.93%-4.00%
-25.0%
1:4
1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 R/W103'-18.0, 814.3-40.7, 808.6-73.6, 808.6-79.0, 810.018.0, 814.322.0, 813.372.5, 813.379.0, 814.587.0, 814.6104.4, 814.077.0, 814.5-2.08%-4.00%
-25.0%1:4
25.0%
1:4
-1.93%-4.00%
-25.0%
1:4
1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 R/W102'CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
140
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1084+00
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1084+50
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-18.0, 813.9-38.5, 808.8-75.6, 808.8-80.5, 810.018.0, 813.922.0, 812.971.1, 812.977.6, 814.185.6, 814.2101.7, 814.075.6, 814.1-2.08%-4.00%
-25.0%1:4
25.0%
1:4
-1.94%-4.00%
-25.0%
1:4
1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 R/W101'-18.0, 813.5-36.3, 808.9-77.6, 808.9-81.9, 810.018.0, 813.522.0, 812.569.6, 812.576.1, 813.784.1, 813.899.3, 814.074.1, 813.7-2.07%-4.00%
-25.0%1:4
25.0%
1:4
-1.95%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 R/W99'CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
141
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1085+00
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
798
800
802
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1085+50
800
802
804
806
808
810
812
814
816
818
820
822
824
826
800
802
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1086+00
800
802
804
806
808
810
812
814
816
818
820
822
824
826
800
802
804
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-18.0, 813.1-34.1, 809.1-79.7, 809.1-83.4, 810.018.0, 813.122.0, 812.168.1, 812.174.6, 813.382.6, 813.499.0, 814.072.6, 813.2-2.07%-4.00%
-25.0%1:4
25.0%
1:4
-1.95%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 R/W98'-18.0, 812.7-32.0, 809.2-81.7, 809.2-84.9, 810.018.0, 812.722.0, 811.766.6, 811.773.1, 812.981.1, 813.098.7, 814.071.1, 812.8-2.07%-4.00%
-25.0%1:4
25.0%
1:4
-1.96%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 R/W96'-18.0, 812.3-29.8, 809.3-83.8, 809.3-86.5, 810.018.0, 812.322.0, 811.365.1, 811.371.6, 812.579.6, 812.698.4, 814.069.6, 812.4-2.07%-4.00%
-25.0%1:4
25.0%
1:4
-1.96%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 R/W95'CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
142
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1086+50
800
802
804
806
808
810
812
814
816
818
820
822
824
826
800
802
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1087+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1087+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-18.0, 811.9-27.5, 809.5-86.0, 809.5-88.0, 810.018.0, 811.922.0, 810.960.6, 810.970.1, 812.878.1, 812.995.9, 814.068.1, 812.8-2.06%-4.00%
-25.0%1:4
25.0%
1:4
-1.97%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
24.9%1:4 R/W93'-18.0, 811.5-23.3, 810.2-85.4, 810.2-90.2, 810.9-98.2, 811.0-100.2, 811.1-102.0, 810.5-88.2, 810.918.0, 811.568.5, 813.176.5, 813.2111.7, 813.9-2.06%-4.00%
-25.0%1:41.50%1.0%1:100
-33.3%1:3 1.0%1:100
25.0%
1:4
-1.95%-4.00%
3.08%
1.50%2.11%R/W92'-18.0, 811.4-22.0, 810.4-81.6, 810.4-89.8, 812.0-97.8, 812.1-99.8, 812.1-105.1, 813.9-87.8, 812.018.0, 811.422.0, 810.454.8, 810.467.0, 813.075.0, 813.191.8, 813.965.0, 813.0-2.03%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-1.92%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 R/W90'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
143
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1088+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1088+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1089+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-18.0, 811.6-21.8, 810.6-76.5, 810.6-84.2, 812.1-92.2, 812.2-94.2, 812.2-104.9, 815.8-82.2, 812.118.0, 811.622.8, 810.453.6, 810.465.4, 812.973.4, 813.090.8, 813.963.4, 812.8-2.03%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-1.92%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 R/W88'-18.0, 811.8-21.8, 810.9-68.9, 810.9-76.2, 812.2-84.2, 812.3-86.2, 812.3-86.8, 812.1-74.2, 812.218.0, 811.824.0, 810.352.4, 810.363.9, 812.771.9, 812.987.7, 813.361.9, 812.7-2.16%-4.00%
-25.0%1:4
1.50%1.0%1:100
-33.3%1:3 1.0%1:100
25.0%
1:4
-2.01%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 R/W87'TE108'R/W93'-18.3, 812.0-22.2, 811.1-64.9, 811.1-71.7, 812.3-79.7, 812.4-81.7, 812.4-84.4, 813.3-69.7, 812.318.0, 812.125.1, 810.349.9, 810.362.4, 812.670.4, 812.787.1, 813.460.4, 812.6-2.24%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-2.09%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
21.7%1:5 R/W85'TE110'R/W95'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
144
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:02pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1089+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1090+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1090+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-19.5, 812.3-23.4, 811.3-66.3, 811.3-73.2, 812.5-81.2, 812.7-83.2, 812.7-84.9, 813.2-71.2, 812.518.0, 812.326.2, 810.350.1, 810.360.8, 812.568.8, 812.685.5, 813.358.8, 812.4-2.20%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-2.17%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 TE99'R/W84'TE111'R/W96'-20.7, 812.5-24.7, 811.5-67.7, 811.5-74.7, 812.8-82.7, 812.9-84.7, 812.9-85.1, 813.1-72.7, 812.818.0, 812.527.4, 810.247.5, 810.259.3, 812.767.3, 812.884.6, 813.757.3, 812.7-2.16%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3 1.0%1:100
25.0%
1:4
-2.25%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 TE97'R/W82'TE113'R/W98'-21.9, 812.7-25.9, 811.7-69.1, 811.7-76.2, 813.0-84.2, 813.2-86.2, 813.2-86.4, 813.2-74.2, 813.018.0, 812.828.5, 810.245.5, 810.257.9, 812.865.9, 812.981.0, 813.155.9, 812.8-2.12%-4.00%
-25.0%1:4
1.50%1.0%1:10033.3%
1:
3 1.0%1:100
25.0%
1:4
-2.33%-4.00%
-25.0%
1:4
1.50%1.0%1:100
33.3%1:3
25.0%1:4 TE96'R/W81'TE114'R/W99'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
145
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1091+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1091+50
804
806
808
810
812
814
816
818
820
822
824
826
828
804
806
808
810
812
814
816
818
820
822
824
826
828
100TH-103RD
1092+00
804
806
808
810
812
814
816
818
820
822
824
826
828
804
806
808
810
812
814
816
818
820
822
824
826
828
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-23.1, 813.0-30.2, 811.2-67.8, 811.2-77.7, 813.2-85.7, 813.3-87.7, 813.3-87.9, 813.4-75.7, 813.218.0, 813.029.6, 810.143.0, 810.156.4, 813.064.4, 813.181.1, 812.754.4, 813.0-2.09%-4.00%
-25.0%1:4
1.50%1.0%1:10033.3%
1:
3 1.0%1:100
25.0%
1:4
-2.42%-4.00%
-25.0%
1:4
1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 TE94'R/W79'TE116'R/W101'-24.3, 813.2-34.6, 810.6-66.4, 810.6-79.1, 813.3-87.1, 813.4-89.1, 813.5-89.1, 813.5-77.1, 813.318.0, 813.330.7, 810.140.4, 810.155.0, 813.363.0, 813.482.3, 812.153.0, 813.2-2.06%-4.00%
-25.0%1:4
1.50%1.0%1:10033.3%
1:
3 1.0%1:100
25.0%
1:4
-2.50%-4.00%
-25.0%
1:4
1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 TE93'R/W78'TE117'R/W102'-25.5, 813.4-39.0, 810.1-65.0, 810.1-80.5, 813.5-88.5, 813.6-90.5, 813.6-90.7, 813.5-78.5, 813.418.0, 813.531.9, 810.037.8, 810.053.6, 813.561.6, 813.680.9, 812.351.6, 813.5-2.04%-4.00%
-25.0%1:4
1.50%1.0%1:100-33.3%1:3 1.0%1:100
25.0%
1:4
-2.58%-4.00%
-25.0%
1:4
1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 TE92'R/W77'TE118'R/W103'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
146
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1092+50
804
806
808
810
812
814
816
818
820
822
824
826
828
804
806
808
810
812
814
816
818
820
822
824
826
828
100TH-103RD
1093+00
804
806
808
810
812
814
816
818
820
822
824
826
828
804
806
808
810
812
814
816
818
820
822
824
826
828
100TH-103RD
1093+50
804
806
808
810
812
814
816
818
820
822
824
826
828
804
806
808
810
812
814
816
818
820
822
824
826
828
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-26.8, 813.7-42.9, 809.6-64.0, 809.6-81.8, 813.6-89.8, 813.7-91.8, 813.7-92.2, 813.6-79.8, 813.620.9, 813.735.0, 810.236.2, 810.252.2, 813.860.2, 813.978.1, 813.150.2, 813.7-2.02%-4.00%
-25.0%1:4
1.50%1.0%1:100
-33.3%1:3 1.0%1:100
25.0%
1:4
-2.20%-4.00%
-25.0%
1:4
1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 TE90'R/W75'TE120'R/W105'-28.0, 813.9-45.2, 809.6-64.2, 809.6-82.8, 813.7-90.8, 813.9-92.8, 813.9-93.0, 813.8-80.8, 813.724.4, 814.035.6, 811.238.0, 811.251.2, 814.059.2, 814.175.3, 813.949.2, 814.0-2.01%-4.00%
-25.0%1:4
1.50%1.0%1:100-33.3%1:3 1.0%1:100
25.0%
1:4
-1.98%-4.00%
-25.0%
1:4
1.50%1.0%1:100
-33.3%
1:
3
25.0%1:4 TE89'R/W74'R/W106'-29.2, 814.0-47.2, 809.5-62.6, 809.5-82.0, 813.9-90.0, 814.0-92.0, 814.0-92.1, 814.0-80.0, 813.927.9, 814.135.6, 812.142.1, 812.152.1, 814.260.1, 814.375.2, 814.450.1, 814.1-1.97%-4.00%
-25.0%1:4
1.50%1.0%1:100-33.3%1:3 1.0%1:100
25.0%
1:4
-1.92%-4.00%
-25.0%
1:4
1.50%1.0%1:100 -33.3%
1:
3
25.0%1:4 TE90'R/W75'TE120'R/W105'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
147
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1094+00
804
806
808
810
812
814
816
818
820
822
824
826
828
804
806
808
810
812
814
816
818
820
822
824
826
828
100TH-103RD
1094+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1095+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-26.7, 814.6-28.7, 814.6-49.1, 809.5-60.7, 809.5-80.9, 814.0-88.9, 814.2-90.9, 814.2-91.2, 814.3-78.9, 814.026.7, 814.628.7, 814.634.8, 813.146.6, 813.153.2, 814.361.2, 814.451.2, 814.276.6, 814.7-2.05%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3 1.0%1:100
25.0%
1:4
-2.00%
-25.0%
1:4
1.50%1.0%1:100
24.9%1:4
33.3%1:3 TE91'R/W76'TE119'R/W104'-26.7, 814.6-28.7, 814.5-48.7, 809.5-54.1, 809.5-75.1, 814.2-83.1, 814.3-85.1, 814.3-85.3, 814.3-73.1, 814.226.7, 814.628.7, 814.530.6, 814.043.5, 814.054.3, 814.362.3, 814.452.3, 814.378.3, 814.9-2.04%
-25.0%1:4
1.50%1.0%1:100-33.3%1:3 1.0%1:100
24.5%
1:4
-2.05%
-25.0%
1:4 1.50%1.0%1:1002.8%1:36
33.3%1:3 TE92'R/W77'TE118'R/W103'-26.7, 814.4-28.7, 814.3-38.4, 811.9-48.4, 811.9-65.0, 814.2-73.0, 814.3-75.0, 814.3-75.7, 814.1-63.0, 814.226.7, 814.453.0, 814.761.0, 814.978.4, 815.0-2.01%
-25.0%1:4
1.50%1.0%1:100
-33.3%1:3 1.0%1:100
15.6%
1:6
-1.99%1.4%1:70
1.50%1.0%1:100
-33.3%
1:
3
1.4%1:70 TE93'R/W78'TE117'R/W102'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
148
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1095+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1096+30
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1097+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-26.7, 814.1-56.7, 814.2-64.7, 814.3-67.3, 814.126.7, 814.144.7, 814.452.7, 814.580.4, 815.1-2.00%0.2%1:443
1.50%
-33.3%1:3 -2.02%1.5%1:67
1.50%1.0%1:100
33.3%1:3
1.5%1:67 TE95'R/W79'TE116'R/W101'-2.00%-2.00%-38.7, 813.1-56.7, 813.4-64.7, 813.5-67.8, 813.914.7, 813.544.7, 813.852.7, 814.082.9, 814.2-2.00%1.6%1:62
1.50%33.3%
1:
3
-2.04%1.0%1:100
1.50%1.0%1:100
-33.3%
1:
3
1.0%1:100 TE98'R/W83'TE112'R/W97'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
149
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1097+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1098+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1098+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
-120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-38.7, 812.8-40.7, 812.8-45.8, 811.5-48.6, 811.5-56.7, 813.0-64.7, 813.1-66.7, 813.2-69.3, 812.3-54.7, 813.014.0, 812.820.0, 812.644.7, 813.252.7, 813.324.4, 811.554.7, 813.342.7, 813.236.1, 811.562.8, 811.364.8, 811.372.8, 813.383.9, 813.485.6, 814.0-1.98%
-25.0%1:4
1.50%1.0%1:100
-33.3%1:3 1.0%1:100
25.0%
1:4
-2.00%-4.00%
1.50%
-25.0%
1:4 -25.0%
1:4
25.0%1:4
1.0%1:100
33.3%1:3
25.0%1:4 TE99'R/W84'TE111'R/W96'-36.8, 812.6-38.8, 812.5-44.5, 811.1-48.3, 811.1-56.6, 812.7-64.6, 812.8-66.6, 812.8-68.3, 812.2-54.6, 812.714.0, 812.620.0, 812.344.4, 812.652.4, 812.727.2, 810.554.4, 812.742.4, 812.534.4, 810.561.7, 810.962.2, 810.970.2, 812.985.1, 813.186.1, 813.4-2.02%
-25.0%1:4
1.50%1.0%1:100
-33.3%1:3 1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
33.3%1:3
25.0%1:4 TE100'R/W85'R/W95'-36.8, 812.3-38.8, 812.3-45.1, 810.7-47.9, 810.7-56.3, 812.3-64.3, 812.4-66.3, 812.5-67.4, 812.1-54.3, 812.314.0, 812.320.0, 812.144.1, 812.352.1, 812.527.6, 810.254.1, 812.542.1, 812.333.5, 810.262.0, 810.563.7, 810.571.7, 812.586.4, 812.787.6, 813.1-2.02%
-25.0%1:4
1.50%1.0%1:100
-33.3%1:3 1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
33.3%1:3
25.0%1:4 TE101'R/W86'R/W94'CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
150
PBW
MAF
MAF
DRS
JDP
193806597 158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:03pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1099+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1099+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1100+00
802
804
806
808
810
812
814
816
818
820
822
824
826
802
804
806
808
810
812
814
816
818
820
822
824
826
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-40.4, 811.5-45.0, 810.3-47.4, 810.3-56.0, 812.0-64.0, 812.1-66.0, 812.1-66.7, 811.9-54.0, 812.014.0, 812.020.0, 811.843.8, 812.151.8, 812.228.1, 809.853.8, 812.241.8, 812.132.7, 809.862.2, 810.165.2, 810.173.2, 812.187.9, 812.388.8, 812.5-1.93%-4.00%
-25.0%1:4
1.50%1.0%1:100
-33.3%1:3 1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
33.3%1:3
25.0%1:4 TE103'R/W88'R/W92'-35.2, 811.3-40.6, 809.9-46.4, 809.9-55.5, 811.7-63.5, 811.9-65.5, 811.9-65.9, 812.0-53.5, 811.714.0, 811.820.0, 811.543.5, 811.851.5, 811.928.5, 809.453.5, 812.041.5, 811.832.0, 809.462.5, 809.766.8, 809.774.8, 811.789.6, 811.990.5, 811.6-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3 1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.0%1:4 TE105'R/W90'R/W90'-29.9, 811.1-36.3, 809.5-45.1, 809.5-55.0, 811.5-63.0, 811.7-65.0, 811.7-67.1, 812.4-53.0, 811.514.0, 811.520.0, 811.343.2, 811.651.2, 811.728.9, 809.053.2, 811.741.2, 811.531.3, 809.066.5, 808.468.4, 808.476.4, 810.491.5, 810.595.0, 811.7-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
33.3%1:3
25.0%1:4 TE107'R/W92'R/W89'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
151
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1100+50
802
804
806
808
810
812
814
816
818
820
822
824
826
802
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1101+00
802
804
806
808
810
812
814
816
818
820
822
824
826
802
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1101+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-24.7, 811.0-32.0, 809.1-43.5, 809.1-54.4, 811.4-62.4, 811.5-64.4, 811.5-66.8, 812.3-52.4, 811.414.0, 811.320.0, 811.042.9, 811.050.9, 811.129.5, 808.752.9, 811.240.9, 811.030.2, 808.765.7, 808.070.1, 808.078.1, 810.093.6, 810.197.3, 811.4-1.94%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-1.86%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
33.3%1:3
21.7%1:5 TE109'R/W94'R/W87'-19.5, 811.0-28.5, 808.8-42.0, 808.8-53.6, 811.2-61.6, 811.3-63.6, 811.3-66.6, 812.3-51.6, 811.214.0, 811.220.0, 811.042.7, 810.550.7, 810.630.6, 808.352.7, 810.740.7, 810.532.1, 808.362.4, 808.271.9, 808.279.9, 810.295.8, 810.498.3, 811.2-1.87%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-1.87%-4.00%
1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
33.3%1:3
25.0%1:4 TE111'R/W96'TE99'R/W84'-18.0, 811.2-26.5, 809.1-41.6, 809.1-52.8, 811.4-60.8, 811.5-62.8, 811.5-65.0, 812.3-50.8, 811.414.0, 811.420.0, 811.142.5, 811.150.5, 811.228.3, 809.052.5, 811.340.5, 811.132.4, 809.062.8, 808.773.7, 808.781.7, 810.798.1, 810.9100.0, 811.5-1.88%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-1.94%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
33.3%1:3
25.2%1:4 TE113'R/W98'TE97'R/W82'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
152
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1102+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1102+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1103+00
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-18.0, 811.5-26.6, 809.4-40.4, 809.4-51.9, 811.8-59.9, 811.9-61.9, 811.9-63.2, 812.4-49.9, 811.814.0, 811.720.0, 811.542.3, 811.750.3, 811.926.8, 809.852.3, 811.940.3, 811.732.5, 809.863.2, 809.275.5, 809.283.5, 811.2100.6, 811.4102.6, 812.0-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
33.3%1:3
25.0%1:4 TE116'R/W101'TE95'R/W80'-18.1, 811.9-26.9, 809.7-39.3, 809.7-50.9, 812.1-58.9, 812.3-60.9, 812.3-61.0, 812.3-48.9, 812.114.0, 812.120.0, 811.842.2, 812.150.2, 812.226.8, 810.152.2, 812.340.2, 812.132.4, 810.162.6, 809.777.4, 809.785.4, 811.7103.3, 811.8103.8, 811.7-2.02%-4.00%
-25.0%1:4
1.50%1.0%1:10033.3%
1:
3 1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100 -33.3%
1:
3
25.0%1:4 TE118'R/W103'R/W77'-19.3, 812.2-28.2, 810.0-38.2, 810.0-49.8, 812.5-57.8, 812.6-59.8, 812.6-47.8, 812.514.0, 812.420.0, 812.242.1, 812.550.1, 812.626.8, 810.552.1, 812.640.1, 812.432.3, 810.562.0, 810.179.3, 810.187.3, 812.1106.0, 812.3107.6, 811.8-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:100 1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.0%1:4 R/W106'R/W74'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
153
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1103+50
804
806
808
810
812
814
816
818
820
822
824
826
804
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1104+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1104+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-20.6, 812.6-29.5, 810.4-38.0, 810.4-48.7, 812.5-56.7, 812.7-58.7, 812.7-64.7, 814.7-46.7, 812.514.0, 812.820.0, 812.642.0, 812.850.0, 813.026.8, 810.952.0, 813.040.0, 812.832.2, 810.961.5, 810.681.2, 810.689.2, 812.6108.9, 812.8111.3, 812.0-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.0%1:4 R/W109'R/W71'-21.8, 812.9-30.8, 810.7-36.6, 810.7-47.5, 812.9-55.5, 813.0-57.5, 813.0-61.5, 814.4-45.5, 812.914.0, 813.220.0, 812.941.9, 813.249.9, 813.326.8, 811.251.9, 813.339.9, 813.232.1, 811.261.0, 811.183.1, 811.191.1, 813.1111.8, 813.3115.9, 811.9-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.0%1:4 TE127'R/W112'R/W69'-23.1, 813.2-31.8, 811.0-35.4, 811.0-46.2, 813.2-54.2, 813.3-56.2, 813.4-57.8, 813.9-44.2, 813.214.0, 813.420.0, 813.241.9, 813.249.9, 813.427.1, 811.451.9, 813.439.9, 813.232.7, 811.459.7, 811.485.0, 811.493.0, 813.4114.9, 813.7120.6, 811.8-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:100
33.3%
1:
3
1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.0%1:4 TE130'R/W115'R/W66'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
154
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1105+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1105+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1106+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-24.4, 813.3-32.3, 811.3-33.7, 811.3-44.8, 813.6-52.8, 813.7-54.8, 813.8-55.2, 813.6-42.8, 813.614.0, 813.620.0, 813.341.9, 813.349.9, 813.426.9, 811.651.9, 813.539.9, 813.333.3, 811.659.3, 811.687.0, 811.695.0, 813.6118.0, 813.8124.1, 811.8-2.02%-4.00%
-25.0%1:4
1.50%1.0%1:100-33.3%1:3 1.0%1:100
25.0%
1:4
-2.02%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.0%1:4 TE133'R/W118'R/W62'-25.7, 813.2-32.1, 811.6-33.0, 811.6-43.4, 813.7-51.4, 813.9-53.4, 813.9-54.0, 813.7-41.4, 813.714.0, 813.620.0, 813.341.9, 813.349.9, 813.426.4, 811.751.9, 813.539.9, 813.333.6, 811.759.3, 811.688.9, 811.696.9, 813.6121.1, 813.8127.3, 811.8-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:100
-33.3%1:3 1.0%1:100
25.0%
1:4
-2.01%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.0%1:4 TE136'R/W121'R/W59'-27.0, 813.0-32.0, 811.8-32.4, 811.8-42.0, 813.7-50.0, 813.8-52.0, 813.8-52.1, 813.9-40.0, 813.714.0, 813.420.0, 813.141.9, 813.349.9, 813.425.3, 811.851.9, 813.539.9, 813.334.0, 811.859.9, 811.590.8, 811.598.8, 813.5124.3, 813.7128.2, 812.4-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:10033.3%
1:
3 1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.0%1:4R/W56'PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
155
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1106+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1107+00
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
100TH-103RD
1107+50
806
808
810
812
814
816
818
820
822
824
826
806
808
810
812
814
816
818
820
822
824
826
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-28.2, 812.8-31.7, 811.9-32.6, 811.9-40.7, 813.4-48.7, 813.5-50.7, 813.6-50.7, 813.6-38.7, 813.414.0, 813.120.0, 812.942.0, 813.350.0, 813.523.9, 811.952.0, 813.540.0, 813.334.4, 811.956.6, 812.392.2, 812.3100.2, 814.3125.5, 814.6133.0, 812.1-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:10033.3%
1:
3 1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.0%1:4-29.2, 812.5-31.2, 812.0-34.0, 812.0-40.7, 813.2-48.7, 813.3-50.7, 813.3-50.7, 813.4-38.7, 813.214.1, 812.920.1, 812.642.0, 813.150.0, 813.225.3, 811.352.0, 813.240.0, 813.034.0, 811.356.7, 812.092.1, 812.0100.1, 814.0125.2, 814.3133.7, 811.5-2.00%-4.00%
-25.0%1:4
1.50%1.0%1:10033.3%
1:
3 1.0%1:100
25.0%
1:4
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
28.5%1:4-26.6, 812.8-40.7, 813.0-48.7, 813.1-50.7, 813.114.1, 812.620.1, 812.442.0, 812.850.0, 812.926.2, 810.952.0, 812.940.0, 812.733.7, 810.956.7, 811.792.0, 811.7100.0, 813.7124.8, 814.0133.8, 811.0-2.00%1.0%1:102
1.50%33.3%
1:
3
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
29.6%1:3
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
156
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:04pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1108+00
806
808
810
812
814
816
818
820
822
824
806
808
810
812
814
816
818
820
822
824
100TH-103RD
1108+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
100TH-103RD
1109+00
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
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-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140
-26.6, 812.6-40.7, 812.7-48.7, 812.9-50.7, 812.914.1, 812.420.1, 812.142.0, 812.550.0, 812.626.1, 810.652.0, 812.640.0, 812.533.3, 810.656.8, 811.591.9, 811.599.9, 813.5124.5, 813.7133.7, 810.6-2.00%1.1%1:87
1.50%33.3%
1:
3
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
27.4%1:4-26.6, 812.3-40.7, 812.5-48.7, 812.6-50.7, 812.714.1, 812.120.1, 811.942.0, 812.250.0, 812.326.7, 810.252.0, 812.440.0, 812.233.0, 810.256.9, 811.292.3, 811.2100.3, 813.2124.1, 813.4132.5, 810.6-2.00%1.3%1:78
1.50%33.3%
1:
3
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
27.9%1:4-26.7, 812.1-40.7, 812.3-48.7, 812.4-50.7, 812.414.1, 811.920.1, 811.642.0, 812.050.0, 812.126.6, 810.052.0, 812.140.0, 811.932.6, 810.057.0, 810.992.7, 810.9100.7, 812.9123.8, 813.1131.3, 810.6-2.00%1.3%1:78
1.50%33.3%
1:
3
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4
25.0%1:4
1.0%1:100
-33.3%
1:
3
25.9%1:4
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
157
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:05pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
100TH-103RD
1109+50
804
806
808
810
812
814
816
818
820
822
824
804
806
808
810
812
814
816
818
820
822
824
-100 -90 -80 -70 -60 -50 -40 -30 -20 -10 ℄+10 +20 +30 +40 +50 +60 +70 +80 +90 +100 +110 +120 +130 +140-28.3, 811.8-40.7, 812.0-48.7, 812.1-55.4, 810.614.1, 811.720.1, 811.442.0, 811.850.0, 811.925.9, 810.052.0, 811.940.0, 811.732.2, 810.057.5, 810.693.2, 810.6101.2, 812.6123.5, 812.8130.3, 810.5-2.16%1.4%1:69
1.50%
-33.3%1:3
-2.00%-4.00%1.50%
-25.0%
1:4
-25.0%
1:4 25.0%1:4
1.0%1:100
-33.3%
1:
3
22.7%1:4
PBW
MAF
MAF
DRS
JDP
193806597 158
CROSS SECTIONS
100TH STREET S. / 103RD STREET S.
158
SHEET
OF
DATENO SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.
REVISION
CHECKED
Plot Date: 01/10/2024 - 3:05pmDrawing name: U:\193806597\CAD\Dwg\Plansheets\193806597_C702.dwgXrefs:, 193806597_BORDERTHE 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 - PHASE 2
1
City Council Action Request
7.K.
Meeting Date 1/17/2024
Department Finance
Agenda Category Action Item
Title Call for the sale of the 2024A Bonds
Staff Recommendation Adopt Resolution 2024-12, Calling for the sale of the $18,205,000
General Obligation Bonds, Series, 2024A.
Budget Implication N/A
Attachments 1. CC Memo Call for Sale of 2024A Bonds
2. Resolution 2024-12 Calling for sale of 2024A Bonds
3. PreSaleReport.Cottage Grove.2024A
To:Mayor and City Council Members
Jennifer Levitt, City Administrator
From:Brenda Malinowski, Finance Director
Date:January 17, 2024
Subject:Call for Sale of the $18,205,000 General Obligation Bonds, Series 2024A
INTRODUCTION
Funding in the form of bonds is necessary to finance construction for the Utilities Building, 2024
Pavement Management project, Jamaica Avenue project, East Point Douglas project, and
equipment. This funding was identified in both the 2024-2028 Capital Improvement Plan and the
Financial Management Plan.
DISCUSSION
The bonds will be repaid with utility revenues (utilities building) special assessments (pavement
management project), and future property tax levies (roads and equipment).
A pre-sale report from Ehlers includes a timeline for the bond sale as well as other estimates
and general information.
A workshop was held on January 3rd regarding projects in the 2024 bond issuance. The bond
size has been reduced from the $18.5M discussed in workshop to $18.2M after reviewing the
construction costs and funds needed for the projects. The $18.2M includes the bonding costs
(approximately $532,000) and the $18.5M that was discussed in workshop did not include these
bonding costs.
The annual debt service payments identified in the pre-sale report for the utilities building are
below the debt service amounts included in the 5-year utility rate study for the water and sewer
utilities. In addition, the future property tax levy identified in the pre-sale report that will be needed
to fund the road and equipment portion of this bond issue are below the debt service amounts
included in the Financial Management Plan (FMP). Therefore, the annual debt service payments
based on the pre-sale report are below the amounts identified in the utility rate studies and the
FMP.
ACTION REQUESTED
Review the attached Pre-Sale report from Ehlers. Adopt Resolution 2024-12, Calling for the
sale of the $18,205,000 General Obligation Bonds, Series 2024A.
130557631v1
EXTRACT OF MINUTES OF A MEETING OF THE
CITY COUNCIL OF THE CITY OF COTTAGE GROVE, MINNESOTA
HELD: JANUARY 17, 2024
Pursuant to due call and notice thereof, a regular or special meeting of the City Council
of the City of Cottage Grove, Washington County, Minnesota, was duly held at City Hall on
January 17, 2024, at 7:00 P.M., for the purpose, in part, of authorizing the competitive negotiated
sale of $18,205,000 General Obligation Bonds, Series 2024A.
The following members were present:
and the following were absent:
Member ________________ introduced the following resolution and moved its adoption:
RESOLUTION NO. 2024-12
RESOLUTION PROVIDING FOR THE SALE OF $18,205,000 GENERAL OBLIGATION
BONDS, SERIES 2024A
A. WHEREAS, the City Council of the City of Cottage Grove, Minnesota (the
"City") has heretofore determined that it is necessary and expedient to issue the City's
$18,205,000 General Obligation Bonds, Series 2024A (the "Bonds"), to finance street
improvement and street reconstruction projects, purchase of equipment and construction of a
building to be used by water, sanitary sewer and stormwater utilities; and
B. WHEREAS, the City has retained Ehlers & Associates, Inc., in Roseville,
Minnesota ("Ehlers"), as its independent municipal advisor for the Bonds in accordance with
Minnesota Statutes, Section 475.60, Subdivision 2(9).
NOW, THEREFORE, BE IT RESOLVED by the City of Cottage Grove, Minnesota, as
follows:
1. Authorization. The City Council hereby authorizes Ehlers to assist the City for the
sale of the Bonds.
2. Meeting; Proposal Opening. The City Council shall meet at 7:00 P.M. on
February 21, 2024, for the purpose of considering proposals for and awarding the sale of the
Bonds.
3. Official Statement. In connection with said sale, the officers or employees of the
City are hereby authorized to cooperate with Ehlers and participate in the preparation of an
official statement for the Bonds and to execute and deliver it on behalf of the City upon its
completion.
130557631v1
2
The motion for the adoption of the foregoing resolution was duly seconded by Council
Member _______________________ and, after full discussion thereof and upon a vote being
taken thereon, the following Council Members voted in favor thereof:
and the following voted against the same:
Whereupon said resolution was declared duly passed and adopted.
130557631v1
3
STATE OF MINNESOTA
WASHINGTON COUNTY
CITY OF COTTAGE GROVE
I, the undersigned, being the duly qualified and acting Clerk of the City of Cottage
Grove, Minnesota, DO HEREBY CERTIFY that I have compared the attached and foregoing
extract of minutes with the original thereof on file in my office, and that the same is a full, true
and complete transcript of the minutes of a meeting of the City Council, duly called and held on
the date therein indicated, insofar as the minutes relate to providing for the issuance and sale of
$18,205,000 General Obligation Bonds, Series 2024A.
WITNESS my hand on January 17, 2024.
__________________________________________
Clerk
•
•
•
•
•
•
•
•
•
•
•
City of Cottage Grove, Minnesota
$18,205,000 General Obligation Bonds, Series 2024A
Issue Summary
Assumes Current Market Non-BQ AAA Rates +75bps
Total Issue Sources And Uses
Dated 03/12/2024 | Delivered 03/12/2024
Improvements
Street
Reconstruction Utility Equipment
Issue
Summary
Sources Of Funds
Par Amount of Bonds $1,080,000.00 $4,995,000.00 $11,605,000.00 $525,000.00 $18,205,000.00
Utility Funds/Other Revenues 53,800.00 265,800.00 1,400,000.00 -1,719,600.00
Prepaid Assessments 78,000.00 ---78,000.00
Total Sources $1,211,800.00 $5,260,800.00 $13,005,000.00 $525,000.00 $20,002,600.00
Uses Of Funds
Total Underwriter's Discount (1.000%)10,800.00 49,950.00 116,050.00 5,250.00 182,050.00
Costs of Issuance 8,186.77 37,863.77 87,969.79 3,979.67 138,000.00
Deposit to Capitalized Interest (CIF) Fund 34,737.77 161,992.19 -15,819.30 212,549.26
Deposit to Project Construction Fund 1,156,800.00 5,010,800.00 12,800,000.00 500,000.00 19,467,600.00
Rounding Amount 1,275.46 194.04 980.21 (48.97)2,400.74
Total Uses $1,211,800.00 $5,260,800.00 $13,005,000.00 $525,000.00 $20,002,600.00
Series 2024A GO Bonds - P | Issue Summary | 1/10/2024 | 8:38 AM
City of Cottage Grove, Minnesota
$18,205,000 General Obligation Bonds, Series 2024A
Issue Summary
Assumes Current Market Non-BQ AAA Rates +75bps
Debt Service Schedule
Date Principal Coupon Interest Total P+I Fiscal Total
03/12/2024 -----
02/01/2025 --616,983.66 616,983.66 616,983.66
08/01/2025 --348,141.25 348,141.25 -
02/01/2026 775,000.00 3.500%348,141.25 1,123,141.25 1,471,282.50
08/01/2026 --334,578.75 334,578.75 -
02/01/2027 805,000.00 3.400%334,578.75 1,139,578.75 1,474,157.50
08/01/2027 --320,893.75 320,893.75 -
02/01/2028 835,000.00 3.350%320,893.75 1,155,893.75 1,476,787.50
08/01/2028 --306,907.50 306,907.50 -
02/01/2029 860,000.00 3.350%306,907.50 1,166,907.50 1,473,815.00
08/01/2029 --292,502.50 292,502.50 -
02/01/2030 880,000.00 3.350%292,502.50 1,172,502.50 1,465,005.00
08/01/2030 --277,762.50 277,762.50 -
02/01/2031 910,000.00 3.350%277,762.50 1,187,762.50 1,465,525.00
08/01/2031 --262,520.00 262,520.00 -
02/01/2032 935,000.00 3.400%262,520.00 1,197,520.00 1,460,040.00
08/01/2032 --246,625.00 246,625.00 -
02/01/2033 970,000.00 3.400%246,625.00 1,216,625.00 1,463,250.00
08/01/2033 --230,135.00 230,135.00 -
02/01/2034 1,000,000.00 3.400%230,135.00 1,230,135.00 1,460,270.00
08/01/2034 --213,135.00 213,135.00 -
02/01/2035 1,035,000.00 3.500%213,135.00 1,248,135.00 1,461,270.00
08/01/2035 --195,022.50 195,022.50 -
02/01/2036 1,010,000.00 3.650%195,022.50 1,205,022.50 1,400,045.00
08/01/2036 --176,590.00 176,590.00 -
02/01/2037 1,040,000.00 4.000%176,590.00 1,216,590.00 1,393,180.00
08/01/2037 --155,790.00 155,790.00 -
02/01/2038 1,075,000.00 4.100%155,790.00 1,230,790.00 1,386,580.00
08/01/2038 --133,752.50 133,752.50 -
02/01/2039 1,115,000.00 4.200%133,752.50 1,248,752.50 1,382,505.00
08/01/2039 --110,337.50 110,337.50 -
02/01/2040 1,170,000.00 4.300%110,337.50 1,280,337.50 1,390,675.00
08/01/2040 --85,182.50 85,182.50 -
02/01/2041 695,000.00 4.350%85,182.50 780,182.50 865,365.00
08/01/2041 --70,066.25 70,066.25 -
02/01/2042 725,000.00 4.450%70,066.25 795,066.25 865,132.50
08/01/2042 --53,935.00 53,935.00 -
02/01/2043 755,000.00 4.500%53,935.00 808,935.00 862,870.00
08/01/2043 --36,947.50 36,947.50 -
02/01/2044 790,000.00 4.550%36,947.50 826,947.50 863,895.00
08/01/2044 --18,975.00 18,975.00 -
02/01/2045 825,000.00 4.600%18,975.00 843,975.00 862,950.00
Total $18,205,000.00 -$8,356,583.66 $26,561,583.66 -
Yield Statistics
Bond Year Dollars $207,246.65
Average Life 11.384 Years
Average Coupon 4.0321923%
Net Interest Cost (NIC)4.1200345%
True Interest Cost (TIC)4.1054929%
Bond Yield for Arbitrage Purposes 3.9908100%
All Inclusive Cost (AIC)4.1935347%
IRS Form 8038
Net Interest Cost 4.0321923%
Weighted Average Maturity 11.384 Years
Series 2024A GO Bonds - P | Issue Summary | 1/10/2024 | 8:38 AM
City of Cottage Grove, Minnesota
$18,205,000 General Obligation Bonds, Series 2024A
Issue Summary
Assumes Current Market Non-BQ AAA Rates +75bps
Debt Service Schedule
Date Principal Coupon Interest Total P+I CIF Net New D/S 105% of Total Assessments Utility Revenue Levy/ (Surplus)
02/01/2025 --616,983.66 616,983.66 (212,549.26)404,434.40 424,656.12 -424,656.12 -
02/01/2026 775,000.00 3.500%696,282.50 1,471,282.50 -1,471,282.50 1,544,846.63 53,957.80 904,485.75 586,403.08
02/01/2027 805,000.00 3.400%669,157.50 1,474,157.50 -1,474,157.50 1,547,865.38 52,348.00 905,352.00 590,165.38
02/01/2028 835,000.00 3.350%641,787.50 1,476,787.50 -1,476,787.50 1,550,626.88 50,738.22 906,108.00 593,780.66
02/01/2029 860,000.00 3.350%613,815.00 1,473,815.00 -1,473,815.00 1,547,505.75 49,128.42 906,556.88 591,820.46
02/01/2030 880,000.00 3.350%585,005.00 1,465,005.00 -1,465,005.00 1,538,255.25 47,518.64 906,478.13 584,258.49
02/01/2031 910,000.00 3.350%555,525.00 1,465,525.00 -1,465,525.00 1,538,801.25 45,908.83 905,871.75 587,020.67
02/01/2032 935,000.00 3.400%525,040.00 1,460,040.00 -1,460,040.00 1,533,042.00 44,299.05 904,737.75 584,005.20
02/01/2033 970,000.00 3.400%493,250.00 1,463,250.00 -1,463,250.00 1,536,412.50 42,689.25 908,066.25 585,657.00
02/01/2034 1,000,000.00 3.400%460,270.00 1,460,270.00 -1,460,270.00 1,533,283.50 41,079.47 905,430.75 586,773.28
02/01/2035 1,035,000.00 3.500%426,270.00 1,461,270.00 -1,461,270.00 1,534,333.50 39,469.67 907,509.75 587,354.08
02/01/2036 1,010,000.00 3.650%390,045.00 1,400,045.00 -1,400,045.00 1,470,047.25 37,859.89 908,297.25 523,890.11
02/01/2037 1,040,000.00 4.000%353,180.00 1,393,180.00 -1,393,180.00 1,462,839.00 36,250.09 907,452.00 519,136.91
02/01/2038 1,075,000.00 4.100%311,580.00 1,386,580.00 -1,386,580.00 1,455,909.00 34,640.31 903,672.00 517,596.69
02/01/2039 1,115,000.00 4.200%267,505.00 1,382,505.00 -1,382,505.00 1,451,630.25 33,030.51 903,661.50 514,938.24
02/01/2040 1,170,000.00 4.300%220,675.00 1,390,675.00 -1,390,675.00 1,460,208.75 31,420.73 907,158.00 521,630.02
02/01/2041 695,000.00 4.350%170,365.00 865,365.00 -865,365.00 908,633.25 -908,633.25 -
02/01/2042 725,000.00 4.450%140,132.50 865,132.50 -865,132.50 908,389.13 -908,389.13 -
02/01/2043 755,000.00 4.500%107,870.00 862,870.00 -862,870.00 906,013.50 -906,013.50 -
02/01/2044 790,000.00 4.550%73,895.00 863,895.00 -863,895.00 907,089.75 -907,089.75 -
02/01/2045 825,000.00 4.600%37,950.00 862,950.00 -862,950.00 906,097.50 -906,097.50 -
Total $18,205,000.00 -$8,356,583.66 $26,561,583.66 (212,549.26)$26,349,034.40 $27,666,486.12 $640,338.88 $18,551,717.00 $8,474,430.25
Significant Dates
Dated 3/12/2024
First Coupon Date 2/01/2025
Yield Statistics
Bond Year Dollars $207,246.65
Average Life 11.384 Years
Average Coupon 4.0321923%
Net Interest Cost (NIC)4.1200345%
True Interest Cost (TIC)4.1054929%
Bond Yield for Arbitrage Purposes 3.9908100%
All Inclusive Cost (AIC)4.1935347%
Series 2024A GO Bonds - P | Issue Summary | 1/10/2024 | 8:38 AM
City of Cottage Grove, Minnesota
$447,164 General Obligation Bonds, Series 2024A
Assessments - 20% Assessed
1.50% over TIC - Equal Prinicpal
Assessments
Date Principal Coupon Interest Total P+I
12/31/2025 29,810.94 5.400%24,146.86 53,957.80
12/31/2026 29,810.94 5.400%22,537.06 52,348.00
12/31/2027 29,810.94 5.400%20,927.28 50,738.22
12/31/2028 29,810.94 5.400%19,317.48 49,128.42
12/31/2029 29,810.94 5.400%17,707.70 47,518.64
12/31/2030 29,810.93 5.400%16,097.90 45,908.83
12/31/2031 29,810.93 5.400%14,488.12 44,299.05
12/31/2032 29,810.93 5.400%12,878.32 42,689.25
12/31/2033 29,810.93 5.400%11,268.54 41,079.47
12/31/2034 29,810.93 5.400%9,658.74 39,469.67
12/31/2035 29,810.93 5.400%8,048.96 37,859.89
12/31/2036 29,810.93 5.400%6,439.16 36,250.09
12/31/2037 29,810.93 5.400%4,829.38 34,640.31
12/31/2038 29,810.93 5.400%3,219.58 33,030.51
12/31/2039 29,810.93 5.400%1,609.80 31,420.73
Total $447,164.00 -$193,174.88 $640,338.88
Significant Dates
Filing Date 1/01/2025
First Payment Date 12/31/2025
Series 2024A GO Bonds - A | SINGLE PURPOSE | 1/10/2024 | 9:20 AM
City of Cottage Grove, Minnesota
$18,205,000 General Obligation Bonds, Series 2024A
Issue Summary
Assumes Current Market Non-BQ AAA Rates +75bps
Detail Costs Of Issuance
Dated 03/12/2024 | Delivered 03/12/2024
COSTS OF ISSUANCE DETAIL
Municipal Advisor $85,000.00
Bond Counsel $26,000.00
Rating Agency Fee $26,000.00
Miscellaneous $1,000.00
TOTAL $138,000.00
Series 2024A GO Bonds - P | Issue Summary | 1/10/2024 | 8:38 AM
1
City Council Action Request
7.L.
Meeting Date 1/17/2024
Department Finance
Agenda Category Action Item
Title Trackless Vehicle Financing with Equipment Certificates
Staff Recommendation Approve the financing of a trackless vehicle through equipment
certificates.
Budget Implication N/A
Attachments 1. 2024 trackless quote (002)
1
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Brenda Malinowski
DATE: January 17, 2024
RE: Trackless Vehicle Financing with Equipment Certificates
Discussion
The trackless vehicle that is included in the 2024 Budget was approved to be purchased
through lease financing. Since the large mower and utility vehicle were already identified to be
financed with equipment certificates, there will be cost savings by also including the trackless
vehicle in the equipment certificates.
The 2024A bonds include the trackless vehicle, large mower, and utility vehicle.
Recommendation
Approve the financing of a trackless vehicle through equipment certificates.
Attachments
1. 2024 trackless quote (002)
SAME AS BELOW 01 - ST PAUL MN
10/02/2023 11:27:37 (O) 1
04
COTTA001 6514582800 Q01971
CITY OF COTTAGE GROVE BU
12800 Ravine Parkway S
Cottage Grove MN 55016
JUDD GENEREAUX 126
Description ** Q U O T E **Amount
2024 TRACKLESS MT 7 172263.00
PRCING BASED OFF MINNESOTA STATE CONTRACT #218334
BASE UNIT $169,129
4.1.9 RIDE CONTROL $2,682
4.1.17 BREAK-IN FILTER KIT $452
PRICE INCLUDES FREIGHT, DELIVERY & TRAINING.
Sale # 01 Subtotal: 172263.00
Total: 172263.00
4.2.9 5-POSITION FOLDING PLOW $7847 7847.00
Sale # 02 Subtotal: 7847.00
Total: 7847.00
4.3.12 SNO-QUIP 51" RIBBON STYLE BLOWER $31,159 31159.00
Sale # 03 Subtotal: 31159.00
Total: 31159.00
4.5.1 60" ANGLING SWEEPER $8625 8625.00
Sale # 04 Subtotal: 8625.00
Total: 8625.00
Subtotal: 219894.00
Authorization: _________________________Quote Total: 219894.00
QUOTED PRICES ARE BASED ON CURRENT COSTS AND THEREFORE SUBJECT TO CHANGE
WITH WRITTEN NOTICE TO ACCOUNT FOR PRICING CHANGES BEYOND SELLER'S CONTROL
1
City Council Action Request
8.A.
Meeting Date 1/17/2024
Department Finance
Agenda Category Action Item
Title Approve Disbursements
Staff Recommendation Approve payments for the period of 12/28/23 through 01/10/24 in
the amount of $1,893,148.43.
Budget Implication
Attachments 1. Expense Approval Report 01-17-2024 Council Meeting
2. Payroll Check Register 01-17-2024 Council Meeting
1
City Council Action Request
9.A.
Meeting Date 1/17/2024
Department Community Development
Agenda Category Action Item
Title Roers Companies Cottage Grove Multi-Family Development
Staff Recommendation 1) Adopt Resolution 2024-005 approving the purchase agreement
for Outlots A, C, and D to Roers Cottage Grove Apartments
LLC. 2) Adopt Resolution 2024-006 approving the preliminary plat
and final plat for Camel’s Hump Addition. 3) Adopt Resolution
2024-007 approving the planned unit development and site plan
review for a 144-unit, six-story mixed-income multi-family apartment
building located at 6850 East Point Douglas Road South. 4) Hold
the public hearing for modification to Development Program for
Development District No. 1 to include the establishment of Tax
Increment Financing District No. 1-21 (Roers). 5) Adopt Resolution
2024-013 approving a modification to the Development program for
Development District No. 1 and adopting a Tax Increment Financing
Plan for Tax Increment Financing District No. 1-21
(Roers). 6) Authorize the contract for private development by and
between the Cottage Grove Economic Development Authority and
Roers Cottage Grove Apartments, LLC.
Budget Implication N/A
Attachments 1. Roers Apartments CC Memo
2. Roers Apartments Attachment A - Civil Plans
3. Roers Apartments Attachment B - Architecture Plans
4. Roers Apartments Attachment C - Final Plat
5. Roers Apartments Attachment D - Roers Trip Generation Review
6. Roers Apartments Attachment E - B&M Traffic Addendum
7. Roers Apartments Attachment F - Engineering Review Memorandum
8. Attachment G - Purchase Agreement (Kori)
9. Resolution approving Roers Purchase Agreement
10. Roers Apartments Resolution - PP & FP
11. Roers Apartments Resolution - PUD & SP
12. 01. CC 1-17 TIF Creation Memo
13. 02. Resolution CC TIF 1-21 Creation 1-17-2024 Meeting
14. Roers Apartments TIF Plan
15. Roers Apartments TIF Development Agreement
2
TO: Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM: Mike Mrosla, Senior Planner
DATE: January 17, 2024
RE: Roers Companies Cottage Grove Multi-Family - Site Plan Review, Planned Unit
Development, Preliminary and Final Plat
Proposal
Roers Companies has submitted planning applications for a Preliminary Plat, Site Plan Review,
and Planned Unit Development (PUD), for a proposed 144-unit mixed-income apartment building
to be located at 6850 East Point Douglas Road.
Location Map
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 2 of 14
Review Schedule
Application Received: November 16, 2023
Application Accepted: November 16, 2023
Planning Commission Meeting: December 18, 2023
City Council Meeting: January 17, 2024
120-Day Review Deadline: March 15, 2024
Background
The subject site consists of two remaining vacant parcels and three outlots from the Frattalone’s
Southpoint Ridge plat that was approved in 2007. The site was previously zoned B -1 and was
included in the Southpoint Ridge Planned Development Overlay Distri ct (PDO). However, this
zoning was inconsistent with the land use plan in the City’s 2040 Comprehensive Plan and as
part of the 2022 Zoning Code update, the PDO/PUD overlay districts were removed from the
code, and the site was rezoned to Mixed Use. The site has had previous development proposals
over the years; however, given the challenges to the site, none of them have come to fruition.
Site Conditions
The site is generally flat through the middle but increases in elevation on the northern sections of
the site towards Camel’s Hump Park. Outlots C and D are currently owned by the City and contain
an existing stormwater pond that was constructed for future development of the subject parcels
(Lots 3 and 4). Outlot A is a wooded hillside that wa s deeded to the city as undevelopable land.
The developer, at the time of platting and deeding of the outlot, did not receive any credit for park
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 3 of 14
land dedication for Outlot A. As part of the approval process in 2006, a trail easement was estab -
lished on the southeastern border of the property to provide access from East Point Douglas Road
to Camel’s Hump Park. Since that time, the City has installed a gravel walking surface that leads
from East Point Douglas Road to a natural trail through Outlot A that proceeds up the hillside to
the Camel’s Hump Park overlook.
The subject site is significantly encumbered by a Flint Hills Resources oil pipeline easement that
runs through its middle. Flint Hills Resources limits what kind of construction and grading can
occur within their easement; therefore, the Applicant has been working with the pipeline owner to
ensure compliance with their standards and regulations. As a condition of appr oval, the Applicant
shall provide written approvals from the pipeline owner permitting grading and construction within
the easement.
Planning Considerations
Use
The Applicant is proposing a mixed -income apartment building consisting of 144 units. The pro -
posed apartment will include 20 percent, or 29 units, being reserved for persons with incomes at
50 percent of the area median income (AMI) and eight (8) units at 60 percent AMI. The project
will also include some naturally occuring affordable housing at 70 to 80 percent AMI . The
Department of Housing and Urban Development (HUD) sets income limits that determine eligibility
for assisted housing programs. The remainder of the units would be set at or near market rate.
2023 Income limits by household size: Washington County
AMI 1 Persons Family (4 Persons)
50% $43,500 $62,100
60% $52,200 $74,940
80% $66,300 $94,650
AMI $87,000 $124,900
2023 HUD maximum gross rents by bedroom size: Washington County
AMI 1 Bedroom 3 Bedroom
50% $1,087 $1,615
60% $1,398 $1,938
80% $1,864 $2,584
There is a high demand for the proposed affordable housing provided by the project due to a
limited availability of deep affordability in the area. The unit types proposed include studios to
three bedrooms. The location is ideally situated for the planned affordable project given its prox -
imity to the following:
• Gateway North Shopping Center (grocery, restaurant, services, etc.)
• Park Grove Library
• Camels Hump Park
• Access to transit options
The proposed amenities include a fitness center, game room, community room, heated garage,
and bike repair station, and all units will include market rate finishes. The proposed development
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 4 of 14
will also include a large outdoor amenity courtyard with a patio, grilling stations, firepit lounge, dog
run/wash station, playground/tot lot, and open outdoor lawn for activities.
Exterior Amenities
Comprehensive Plan
As part of the comprehensive planning process, state law requires cities in the seven -county
metropolitan area to include standards, plans, and programs for providing adequate housing op -
portunities to meet existing and projected local and regional housing needs. One of the primary
goals in the Cottage Grove 2040 Comprehensive Plan is to provide a diverse mix of housi ng types
that are needed to serve all income levels and stages in the life cycle. The proposed development
fulfils this goal as it provides a deeply affordable housing option for the community. The proposed
project also meets the following additional goals and policies found in the Comprehensive Plan.
• The proposed development provides residential housing near economic centers.
• The proposed development provides opportunities for alternative housing types that
increase density and is responsive to the site and surrounding areas.
• Encourage the infilling of housing in urban areas that make more efficient use of existing
infrastructure.
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 5 of 14
• Provide opportunities for alternative housing types and patterns, such as planned unit
developments, mixed-uses, and other techniques that reduce development costs, increase
density, and achieve projects that are flexible and responsive to the site and surroundings.
• The proposed project assists the city in meeting its Metropolitan Council goal of providing
221 new affordable units at 50 percent AMI.
Land Use and Zoning
The 2040 Comprehensive Plan Land Use Plan guides the subject site as Mixed Use. The permit -
ted density in this district is 20 to 40 units per acre. The proposed density of the project is in
conformance with the district standard with 37 units per acre. The subject site is zoned Mixed
Use, and apartment buildings are permitted uses in the district.
Preliminary and Final Plat
The submitted preliminary plat proposes two lots and three outlots totaling 3.88 acres. The City is
proposing to deed the stormwater pond in Outlots C and D to the Applicant as they were con -
structed to support stormwater management at time of development of the subject site. Outlot A
was deeded to the City as an unbuildable outlot and was not credited as parkland dedication. The
Applicant is proposing to acquire Outlot A from the City due to lot constraints previously men -
tioned. The additional land allows the Applicant to take advantage of the increased elevation by
constructing the building into the hillside as shown below. Staff is agreeable to the land sale pro -
vided the Applicant preserves a significant number of trees located on the outlot and that th e
existing trail easement and associated natural trail corridor remain while a portion of the existing
trail segment along the eastern property line is upgraded to a concrete sidewalk. A portion of the
existing natural trail corridor must be rerouted by the Applicant around the proposed
improvements.
Preliminary Plat
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 6 of 14
Planned Unit Development
The Planned Unit Development (PUD) is a zoning tool that provides additional flexibility for devel -
opment that an underlying zoning district would not otherwise allow. For example, a PUD may
make exceptions to setbacks, parking requirements, building materials, etc. Due to site con-
straints, including the pipeline easement and topography, the Applicant is proposing building
height, architectural materials, parking ratio, and landscaping flexibility. In return for the flexibility,
the Applicant will use a significant amount of stone, a Class I material, on the most visible sections
of the building, upgrading the natural trail section along the eastern property line to a concrete
sidewalk and will be preserving a substantial number of existing qualifying trees. Additionally, the
use of a PUD allows the Applicant the opportunity to provide deeply affordable housing units for
the community. The proposed development meets or exceeds all other zoning code requirements.
Site Plan Review
The Applicant is proposing to construct a six (6) story apartment building that meets the majority
of the minimum zoning district standards as shown below:
Lot Development Performance Standards
Parking and Site Access
The Applicant is proposing two accesses to the site from the cul-de-sac on East Point Douglas
Road. The proposed eastern access will provide access to the underground parking and the west -
ern access provides access to surface and additional underground parking. City Code requires a
minimum of 1.6 spaces per unit for apartment buildings or a total of 230 parking spaces for the
proposed 144 dwelling units. The Applicant is requesting flexibility to reduce the number of parking
stalls onsite to 1.5 spaces per unit or 216 stalls via the PUD, a reduction of 14 pa rking stalls from
the required parking. The submitted site plan shows 82 surface parking stalls and 134 garage
parking stalls. The Applicant owns and manages several other apartment complexes with parking
at 1.5 stalls per unit and has not received any parking concerns or complaints. The proposed
reduction in the required parking ratio is similar to the Legends of Cottage Grove.
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 7 of 14
Traffic
With all the recent developments occurring along Hardwood Avenue (Aurilla Apartments, The
View Apartments, Pizza Ranch, Chase Bank, and O2B Kids Daycare), concerns regarding traffic
impacts along the corridor have been raised. The Applicant hired a consultant to review the pro-
posed project and provide data regarding the proposed trip generation from the 144 -unit apart-
ment project (Attachment C). Within the analysis, based on the ITE Trip Generation Manual, 11th
Edition, it is estimated that this proposed project would generate around 654 daily trips. The city’s
engineering consultant, Bolton & Menk, also reviewed the proposed traffic impacts from the pro -
ject and provided an addendum to a previously completed traffic study. The traffic study originated
from earlier development along the Hardwood Avenue corridor and took into account development
along East Point Douglas Road. As the proposed development does include more units than orig -
inally anticipated, the addendum reviews and updates the forecasted traf fic and contemplates
potential improvements in the surrounding area (Attachment D).
The addendum reviewed the capacity of both East Point Douglas Road and Hardwood Avenue
and found both roadways have sufficient capacity to handle the additional trips proposed. The
amendment shows the current daily traffic volume on East Point Douglas Road is approximately
1,100 vehicles per day, and is anticipated to increase to 1,750 vehicles per day with the proposed
development. The current design capacity of East Point Douglas Road in this area is approxi -
mately 2,000 to 5,000 per day; therefore, no additional improvements to East Point Douglas Road
are warranted with this proposed development project. Additionally, the study looked at the inter -
section of Hardwood Avenue and East Point Douglas Road and upon review, the additional trips
generated by the proposed 144-unit building do not meet the warrants for an all-way stop control
at this intersection at this time. The intersection could experience additional queuing during peak
hours; however, the roadway is currently designed to accommodate the additional queuing.
As with all areas of the community experiencing additional growth, staff continues to evaluate and
analyze intersections and roadway corridors to ensure any required upgrades or improvements
are being programmed into the City’s 5-year Capital Improvement Plan (CIP) for implementation
as necessary.
Site Lighting
The Applicant has submitted a lighting plan that identifies pole heights and lumen levels through -
out the site. The submitted photometric plan proposes five parking lot lights that are LED and 20
feet in height and ten bollard lights that are 5 feet in height. Per City Code, any lighting shall be
directed away from any adjoining residential property or from the public streets and be compatible
with adjacent lighting in adjoining districts. The Applicant has submitted a photometric plan that is
consistent with City Code. The Applicant is proposing zero-foot candles along the shared property
line with White Pines Senior Living Development.
Tree Preservation and Mitigation
City code requires mitigation if more than 40 percent of the existing qualifying trees onsite are
removed as part of the development process. The majority of the trees being removed are volun -
teer trees that have grown onsite since the site was graded for development in 2007. In addition,
the Applicant has agreed to preserve 440.5 caliper inches of qualifying trees in the northwest
section of Outlot A and shown in green below. A deed restriction will be required over this portion
of the site so it can preserved and maintained in its current natural state, without development.
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 8 of 14
Tree Removal and Preservation
Landscaping
The Applicant has submitted a detailed landscaping plan. The City’s Zoning Code requires that a
minimum number of trees and shrubs be provided based on the gross square footage of the
subject property. The minimum landscaping requirements are shown in the table below.
Landscaping Plan
City Code requires the Applicant to plant 44 overtory trees, 41 coniferous trees , and 94 shrubs.
Due to site constraints including the topography and size of the buildable area of the site , the
Applicant is proposing to plant 22 overstory trees and 15 coniferous trees which fit more practically
on the site without overcrowding. The Applicant is also proposing 26 ornamental trees given their
smaller size which counts toward the overstory trees given City Code states that every two
ornamental trees equals one overstory tree. The Applicant is proposing to plant over 400 shrubs,
which is significantly more than the City Code requirement of 94 plantings. The majority of shrub
plantings are shown in the parking lot islands and along the building perimeter satisfying additional
landscape ordinance requirements. The proposed parking lot exceeds the required 8 percent
landscaped islands. The Applicant's landscape architect is reviewing the plans to see if additional
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 9 of 14
trees can be practically added to the site. As a condition of approval, planning staff shall review
and approve a final landscaping plan prior to the issuance of a building permit.
Architecture
The subject site is highly visible from Highway 61; therefore, the Applicant is committed to creating
an architecturally prominent building since the site is located at the gateway into the community.
The Applicant has provided architectural plans showing columns of stone accents to create a
visually attractive building and gateway feel as you enter the community. The Applicant is also
proposing to use additional high quality, durable materials such as architectural block and cement
lap siding.
Northwest Rendering
Southeast Rendering
The City’s Zoning Code requires an apartment to utilize three Class I materials as outlined in the
City Code and be composed of at least 65 percent Class 1 or 2 materials. Class 1 and 2 materials
include the following:
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 10 of 14
Class 1
• Fired clay face brick.
• Natural stone, synthetic or cultured stone.
• Transparent glass, opaque or mirror window panels.
Class 2
• Concrete brick
• Masonry stucco/synthetic stucco.
• Specialty concrete block such as textured, burnished block or rock faced block.
• Tile
The Applicant is requesting to use 61 percent class one and two materials. The remainder of the
building includes 39 percent class three materials. The Applicant has proposed exterior materials
that align with previously approved and constructed apartment projects in the community.
Class 1 Proposal
Legends of
Cottage
Grove
Stone 18% 12%
Glass 29% 22%
Class 2
Specialty Block 14% 2%
Class 3
Fiber Cement Side 39% 64%
City Code Section 11-1-3 defines building height as “The vertical distance from the average
elevation of the adjoining ground level, or the established grade adjacent to the building, which -
ever is lower, to the top of the roof.” The maximum permitted height in the Mixed-Use District is
55 feet. The proposed building has an average height of 67 feet largely due to the western eleva -
tion of the building adjacent to Highway 61 as shown below and the construction of the building
into the existing hillside.
Western Elevation
The proposed height of the building would generally be similar to the west side of the Legends of
Cottage Grove adjacent to Highway 61, which is 73 feet in height to the top of the gabled roof.
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 11 of 14
Legends of Cottage Grove – West Elevation Heights
The proposed building is shaped like a horseshoe and the inside area is where the outdoor amen -
ities are located (patio, playground and dog run). This design choice was made intentionally to be
cognizant of the assisted living facility located adjacent to the site, keeping the activity areas
screened by the building to reduce impacts to the surrounding uses.
Courtyard Rendering
Sidewalk and Trails
An existing unpaved natural trail runs the length of the east side of the parcel to Camels Hump
Park. The Applicant, as part of the development project, will be constructing a six -foot wide con-
crete sidewalk along the eastern side of the property until edge of woods where it will turn into a
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 12 of 14
natural trail up to Camels Hump Park. The Applicant, on the final plat, shall place an easement
over the trail corridor and enter into a Stormwater and Trail Maintenance Agreement with the City
since the Applicant will own the land and the City will maintain the trail. The agreement will state
that the City will maintain the sidewalk itself; however, the property owner will be responsible for
maintaining the sod to the edge of the sidewalk until it transistions into a natural trail. The
submitted plans show an internal sidewalk system that connects to the existing sidewalk on East
Point Douglas Road.
Pedestrian Plan
Park Land and Open Space
A minimum of 10 percent of the developable land area shall be required to provide residents with
public recreation facilities, including parks and open spaces, as a part of development projects
per City Code Title 10-4-3. The City’s Comprehensive Plan does not guide a portion of this project
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 13 of 14
area for future park and open space; therefore, no park dedication land is required. The Applicant
would be required to pay a park dedication fee in lieu of dedicated lands for open space prior to
the issuance of a building permit.
Utilities
The subject property is located within the Metropolitan Urban Service Area (MUSA). The devel -
opment is planned to connect to available sanitary sewer and watermain stubs located within East
Point Douglas Road.
Grading and Stormwater
The site grading for the project is proposed to meet the requirements established by the State,
Watershed District, and the City’s Surface Water Management Plan. The development’s storm -
water management plan calls for the construction of private storm sewer and a pond with a filtra-
tion bench to meet all stormwater rules. The pond and filtration bench will be privately owned and
maintained; therefore, a private maintenance agreement will be required to be executed and
recorded with the property. Stormwater runoff from the site will discharge into MnDOT right-of-
way, on the northwest section of the site, and the rest will flow into an existing city storm sewer in
southwest area of the site.
Area Charges
Area charges and other connection fees were paid at the time of platting of Frattalone’s Southpoint
Ridge in 2007. No additional area charges are required to be paid.
Neighborhood Meeting
On November 14, 2023, Roers Companies held a neighborhood meeting at the Legends of
Cottage Grove with 33 residents in attendance. Residents asked general questions about the
Roers’ site selection process, construction timing, anticipated rents, and traffic noise; however,
the primary concerns were related to anticipated increase in traffic on East Point Dougl as Road
and Hardwood Avenue. In discussion following the neighborhood meeting, the Applicant has in -
dicated that they will work with the adjacent property owners to hold informational meetings during
the construction process with the residents of the Legen ds of Cottage Grove and/or White Pines
Assisted Living to provide them with construction process updates.
Public Hearing Notices
Notices announcing this public hearing were published in the St. Paul Pioneer Press and mailed
to four property owners within 500 feet of the proposed development property on December 6,
2023. Staff have not received any inquiries prior to writing this report.
Planning Commission Meeting
The City’s Planning Commission reviewed and held a public hearing for the request at their
December 18, 2023, meeting. There were no residents that participated in the public hearing. The
Planning Commission asked questions about construction within the pipeline easement, traffic
parking and landscaping. They then voted unanimously (7-to-0) to approve the request.
Recommendations
The City Council is recommended to take the following actions:
Honorable Mayor, City Council, and Jennifer Levitt
Roers Companies Cottage Grove Multi-family – SP/PUD/PP/FP 2023-020
January 17, 2024
Page 14 of 14
1. Adopt Resolution 2024-005 approving the purchase agreement for Outlots A, C, and D to the
Applicant.
2. Adopt Resolution 2024-006 approving the preliminary plat and final plat for Camel’s Hump
Addition.
3. Adopt Resolution 2024-007 approving the planned unit development and site plan review for
a 144-unit, six-story mixed-income multi-family apartment building located at 6850 East Point
Douglas Road South.
Attachments
A. Civil Plans
B. Architectural Plans
C. Final Plat
D. Applicants Traffic Study Memo dated October 30, 2023
E. Bolton & Menk Traffic Study Amendment Summary dated December 6, 2023
F. Engineering Review Memorandum dated December 8, 2023
G. Purchase Agreement for Outlots A, C and D
H. Resolutions 2024-005, 2024-006, and 2024-007
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LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C1-1 EXISTING CONDITIONSPlotted: 11 /15 / 2023 10:49 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM A BOUNDARY &
TOPOGRAPHIC SURVEY PROVIDED BY
LOUCKS, DATED JULY, 2023.
PARKING STALL COUNT
DISABLED PARKING STALL
MAPLE
TREE (GEN)
ASH
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SET 1/2 INCH X 14 INCH IRON
MONUMENT, MARKED "LS 48988"
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
EXISTING BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
CONIFEROUS TREE
TREE LINE
PINE
DECIDUOUS TREE
GUY WIRE
1 SCHEDULE B II ITEM
ELECTRIC TRANSFORMER
HAND HOLE
FOUND 1/2 INCH OPEN IRON
MONUMENT UNLESS
SHOWN OTHERWISE
ROOF DRAIN
TIE DISTANCES ARE SHOWN ON
SIDE WITH FEATURE MEASURED
TO PROPERTY LINE
1.MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER "GOPHER STATE ONE CALL" PRIOR TO
COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK.
2.THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND
TOPOGRAPHIC FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE
PLANS.
3.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO
ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS PROJECT. THE CONTRACTOR
WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING
THE CONSTRUCTION PHASE OF THIS PROJECT.
4.THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL
DEVICES TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. ALL TRAFFIC CONTROL
SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS
OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPLICABLE
GOVERNING AGENCIES. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER
PRIOR TO PLACEMENT. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES UNLESS
APPROVED BY THE GOVERNING AGENCY.
5.IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR
WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS
REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
6.THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE
CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTORS SAFETY MEASURES IN, OR NEAR THE CONSTRUCTION SITE.
7.BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR SHALL INSTALL EROSION AND
SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS,
BEST MANAGEMENT PRACTICES, STATE AND LOCAL REQUIREMENTS AND THE ASSOCIATED
PROJECT PLANS AND DETAILS.
8.ALL CONSTRUCTION PERMITS, APPLICATIONS, BONDS, AND FEES ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
9.ALL ENTRANCES, CONNECTIONS TO CITY STREETS, SIDEWALKS, CURBS AND RAMPS IN THE
RIGHT-OF-WAY SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE STATE AND LOCAL
JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATIONS
AS REQUIRED.
10.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES
WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS.
STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC
LOADING.
GENERAL NOTES
EXISTING
CONDITIONS
C1-1
REMOVE EXISTING
TREES-TYP.
REMOVE EXISTING
TREES-TYP.
REMOVE WALL-TYP.
REMOVE SIGN
REMOVE STORM SEWER STRUCTURE-TYP.
REMOVE STORM SEWER PIPE-TYP.
REMOVE STORM SEWER PIPE-TYP.
REMOVE STORM SEWER STRUCTURE-TYP.
REMOVE STORM SEWER STRUCTURE-TYP.
PROTECT EXISTING GAS LINES,
ASSOCIATED INFRASTRUCTURE,
& FENCE ENCLOSURES
REMOVE RIPRAP
REMOVE CONCRETE PAVEMENT-TYP.
REMOVE BITUMINOUS PAVEMENT-TYP.
REMOVE CURB & GUTTER-TYP.
REMOVE EXISTING GRAVEL TRAIL
REMOVE EXISTING STORM SEWER-TYP.
ABANDON EXISTING
STORM SEWER
REMOVE STORM SEWER STRUCTURE-TYP.
REMOVE SIGN
REMOVE
EXISTING
STORM
SEWER-TYP.
REPAIR OPENING IN STORM MANHOLE
FROM REMOVED STORM SEWER
SAWCUT, REMOVE &
REPLACE BITUMINOUS
PAVEMENT AS NEEDED FOR
REMOVING EXISTING
STORM PIPE & INSTALLING
NEW STORM PIPE
(SEE UTILITY PLAN)
10.0'
10.0'
10.0
SAWCUT, REMOVE &
REPLACE CONCRETE
SIDEWALK AS NEEDED FOR
REMOVING EXISTING
STORM PIPE & INSTALLING
NEW STORM PIPE
(SEE UTILITY PLAN)
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LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C1-2 DEMOLITION PLANPlotted: 11 /15 / 2023 10:50 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM A BOUNDARY &
TOPOGRAPHIC SURVEY PROVIDED BY
LOUCKS, DATED JULY, 2023.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
NATURAL TRAIL
1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH
UTILITY COMPANIES & OWNER.
2.CLEAR AND GRUB AND REMOVE ALL TREES NOTED FOR REMOVAL, VEGETATION AND SITE DEBRIS WITHIN CONSTRUCTION LIMITS PRIOR TO
GRADING. STRIP TOP SOIL AND STOCKPILE ON-SITE. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND
GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY
ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) / GRADING & EROSION CONTROL PLAN.
3.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. CONTRACTOR TO NOTIFY ENGINEER WITH
ANY CONFLICTS OR PLAN DISCREPANCIES.
4.CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING(S) WITH UTILITY OWNER(S) TO DISCUSS DISCONNECTIONS AND/OR RELOCATIONS.
5.REFER TO TREE INVENTORY, TREE PRESERVATION, AND TREE REPLACEMENT PLAN FOR REMOVAL AND REPLACEMENT OF ON SITE TREES.
6.CONTRACTOR TO VERIFY LOCATION OF SEPTIC FIELD(S) & WELL(S) ON SITE. COORDINATE REMOVALS AND/OR ABANDONMENT WITH THE
APPLICABLE GOVERNING AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. WELLS ON THE PROPERTY
SHALL BE SEALED BY A MINNESOTA DEPARTMENT OF HEALTH (MDH) LICENSED CONTRACTOR.
7.BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE.
8.CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED TO AN EXISTING EXPANSION
OR CONTRACTION JOINT. SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL.
9.ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED OR
REPLACED TO ORIGINAL CONDITION WITH NO ADDITIONAL COMPENSATION.
10.CONTRACTOR SHALL COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WITH THE APPLICABLE GOVERNING AGENCIES. ALL WORK
SHALL BE PERFORMED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING AGENCIES.
11.CONTRACTOR TO COORDINATE ALL WORK WITHIN THE ADJACENT PROPERTIES WITH THE OWNER AND ADJACENT PROPERTY OWNER.
12.CONTRACTOR TO COORDINATE DEMOLITION PHASING WITH ALL DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL,
STRUCTURAL, ELECTRICAL, MECHANICAL, & OWNER.
13.REFER TO THE GEOTECHNICAL REPORT PREPARED BY BRAUN INTERTEC DATED SEPTEMBER 7, 2023 FOR INFORMATION INCLUDING BUT NOT
LIMITED TO GROUNDWATER CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.
14.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ANY REPAIRS TO THE IRRIGATION SYSTEM THAT IS AFFECTED DURING
CONSTRUCTION.
15.CONTRACTOR TO COORDINATE ALL WORK ADJACENT TO AND WITHIN THE PETROLEUM PIPELINE EASEMENT WITH THE PIPELINE OWNER. THIS
INCLUDES BUT IS NOT LIMITED TO ALL NECESSARY ON-SITE INSPECTION BY THE PIPELINE OWNER.
SITE DEMOLITION NOTES
DEMOLITION
PLAN
C1-2
REMOVE EXISTING CURB & GUTTER,
RETAINING WALLS, FENCE, ETC.
REMOVE EXISTING MANHOLES, POWER
POLES, LIGHT POLES, BOLLARDS, PARKING
METERS, SIGNS, ETC.
REMOVE EXISTING CONCRETE PAVING,
SIDEWALKS, ETC.
REMOVE EXISTING TREES
REMOVE EXISTING UTILITIES
REMOVE EXISTING BITUMINOUS PAVING
DEMOLITION LEGEND:
REMOVE EXISTING GRAVEL PAVEMENT
ABANDON EXISTING UTILITIES IN PLACE
PROPOSED
BUILDING
FFE=807.00
GFE=796.33
(COORDINATE WITH
ARCHITECTURAL)
BASIN 1P
NWL=793.00
HWL=797.98
12
8
13
2
4
10
9
3 3
3
4
9
2
3'R
3'R
3'R3'R
3'R
3'R
3'R
3'R
3'R
3'R
3'R
3'R 3'R
3'R3'R
3'R3'R
3'R
3'R
3'R
3'R 3'R
3'R
20'R
20'R
20'R
20'R
15'R
39'R
15'R
10'R10'R
10'R 10'R
3'R5'R
5'R
44'R
24.
0
'18.0'TYP.24.0'TYP.18.0'TYP.24.0'TYP.24.0'TYP.10.0'10.
0
'10.0'25.0'20.0'25.0'6.
0
'7.7'7.0'EXISTING RIGHT OF WAY
CONCRETE
PAVEMENT-TYP.
(SEE DETAIL)
BITUMINOUS
PAVEMENT-TYP.
(SEE DETAIL)
BITUMINOUS
PAVEMENT-TYP.
(SEE DETAIL)
BITUMINOUS
PAVEMENT-TYP.
(SEE DETAIL)
BITUMINOUS
PAVEMENT-TYP.
(SEE DETAIL)BITUMINOUS
PAVEMENT-TYP.
(SEE DETAIL)
CONCRETE
PAVEMENT-TYP.
(SEE DETAIL)
CONCRETE
PAVEMENT-TYP.
(SEE DETAIL)
ADA PARKING
SIGN/BOLLARD
COMBO-TYP.
(SEE DETAIL)
ADA ACCESS AISLE
STRIPING-TYP.
(SEE DETAIL)
ADA PARKING STALL
STRIPING-TYP.
(SEE DETAIL)
CONCRETE
SIDEWALK-TYP.
(SEE DETAIL)
CONCRETE
SIDEWALK-TYP.
(SEE DETAIL)
CONCRETE APRON -TYP.
(SEE DETAIL)
CONCRETE APRON -TYP.
(SEE DETAIL)
MATCH EXISTING
BITUMINOUS PAVEMENT
MATCH EXISTING
CURB & GUTTER
MATCH EXISTING
BITUMINOUS PAVEMENT
MATCH EXISTING
CURB & GUTTER
CONCRETE
SIDEWALK-TYP.
(SEE DETAIL)
B612 CURB &
GUTTER-TYP.
(SEE DETAIL)
B612 CURB &
GUTTER-TYP.
(SEE DETAIL)
B612 CURB &
GUTTER-TYP.
(SEE DETAIL)
B612 CURB &
GUTTER-TYP.
(SEE DETAIL)
B612 CURB &
GUTTER-TYP.
(SEE DETAIL)
CONCRETE STOOP
(SEE ARCHITECTURE
& STRUCTURAL)
CONCRETE STOOP
(SEE ARCHITECTURE
& STRUCTURAL)
10' PARKING SETBACK
10' BUILDING & PARKING SETBACK
10' BUILDING & PARKING SETBACK
25' BUILDING SETBACK
10' PARKING SETBACK
25' BUILDING SETBACK
LARGE BLOCK
RETAINING
WALL-TYP.
(SEE DETAIL)
LARGE BLOCK
RETAINING
WALL-TYP.
(SEE DETAIL)
LARGE BLOCK
RETAINING WALL-TYP.
(SEE DETAIL)
LARGE BLOCK
RETAINING WALL -TYP.
(SEE DETAIL)
TRASH
STAGING AREA
(SEE DETAIL)
CONCRETE STAIRS &
RAILINGS
(SEE GRADING PLAN,
ARCHITECTURE &
STRUCTURAL)
CONCRETE STAIRS &
RAILINGS
(SEE GRADING PLAN,
ARCHITECTURE &
STRUCTURAL)
PROPOSED
REALIGNMENT OF
NATURAL TRAIL
(FIELD VERIFY &
COORDINATE W/
CITY)
APPROXIMATE
ALIGNMENT OF EXISTING
NATURAL TRAIL
(FIELD VERIFY)
FENCED IN DOG RUN
(SEE LANDSCAPE)
COLORED CONCRETE SIDEWALK
(SEE DETAIL & LANDSCAPE)
LARGE BLOCK
RETAINING WALL-TYP.
(SEE DETAIL)
FLAT CURB-TYP.
W/ 9' (E) & 9' (W)
TAPERS
(SEE DETAIL)
CONCRETE STAIRS &
RAILINGS
(SEE GRADING PLAN,
ARCHITECTURE &
STRUCTURAL)
CONCRETE STOOP
(SEE ARCHITECTURE
& STRUCTURAL)
APPROXIMATE
CONNECTION POINT TO
EXISTING NATURAL TRAIL
(FIELD VERIFY &
COORDINATE W/ CITY)
LARGE BLOCK
RETAINING WALL-TYP.
(SEE DETAIL)18.0'TYP.9.0'
TYP.
18.0'
TYP.9.0'TYP.24.0'
TYP.7
.
0
'
T
Y
P
.
20.0'20.0'9.0'TYP.9
.
0
'
T
Y
P
.
FLAT CURB-TYP.
W/ 9' (W) & 9' (E)
TAPERS
(SEE DETAIL)
STOP (R1-1) SIGN-TYP.
(SEE DETAIL)
STOP (R1-1) SIGN-TYP.
(SEE DETAIL)
BOLLARD WITH
LIGHT-TYP.
(SEE ELECTRICAL)
PARKING LOT LIGHT
POLE-TYP.
(SEE ELECTRICAL)
HEAVY-DUTY
BITUMINOUS
PAVEMENT-TYP.
(SEE DETAIL)
HEAVY-DUTY
BITUMINOUS
PAVEMENT-TYP.
(SEE DETAIL)
ADA PEDESTRIAN
RAMP-TYP.
(SEE DETAIL)
ADA PEDESTRIAN
RAMP-TYP.
(SEE DETAIL)
FLAT CURB-TYP.
W/ 3' (N) & 3' (S)
TAPERS
(SEE DETAIL)
CONCRETE STOOP
(SEE ARCHITECTURE
& STRUCTURAL)
CONCRETE STOOP
(SEE ARCHITECTURE
& STRUCTURAL)
FLAT CURB-TYP.
W/ 3' (NW) & 4'
(SE) TAPERS
(SEE DETAIL)
BITUMINOUS
PAVEMENT-TYP.
(SEE DETAIL)
FLAT CURB-TYP.
W/ 3' (E) & 3' (W)
TAPERS
(SEE DETAIL)
CONCRETE
SIDEWALK-TYP.
(SEE DETAIL)5.0'TYP.HEAVY-DUTY
BITUMINOUS
PAVEMENT-TYP.
(SEE DETAIL)
LARGE BLOCK
RETAINING WALL-TYP.
(SEE DETAIL)
FLAT CURB-TYP.
W/ 3' (N) & 4' (S)
TAPERS
(SEE DETAIL)
SNOW STORAGE AREA
SNOW STORAGE AREA
PLAYGROUND
(SEE LANDSCAPE)
LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C2-1 SITE PLANPlotted: 11 /15 / 2023 10:51 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM A BOUNDARY &
TOPOGRAPHIC SURVEY PROVIDED BY
LOUCKS, DATED JULY, 2023.
SITE PLAN
C2-1
BUILDING HEIGHT:55 FT MAXIMUM
YARD (BUILDING) SETBACKS:
FRONT 25 FT MINIMUM
SIDE 10 FT MINIMUM
REAR 10 FT MINIMUM
OFF-STREET PARKING SETBACKS:
FRONT 20 FT MINIMUM
SIDE 10 FT MINIMUM
REAR 10 FT MINIMUM
MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN):
PARKING SPACE WIDTH = 9 FT
PARKING SPACE LENGTH = 20 FT*
DRIVE LANE WIDTH = 24 FT
*MINIMUM PARKING SPACE LENGTH MAY BE DECREASED BY UP TO 2' FOR SPACES WHICH
ALLOW FOR BUMPER OVERHANG
PARKING LOT ISLAND/PENINSULA REQUIREMENTS:
PARKING LOTS WITH MORE THAN TWENTY-FIVE (25) PARKING STALLS SHALL CONTAIN
INTERIOR LANDSCAPED ISLANDS OR OTHER LANDSCAPED TRAFFIC CONTROL OR NATURAL
STORMWATER MANAGEMENT FEATURES MAKING UP AT LEAST EIGHT PERCENT (8%) OF THE
PARKING LOT AREA IN SIZE MEETING THE FOLLOWING SPECIFICATIONS:
1.ISLANDS ADJACENT TO SINGLE VEHICLE PERPENDICULAR PARKING ROWS MUST BE A
MINIMUM OF FIVE FEET (5') WIDE AND SIXTEEN FEET (16') IN LENGTH; ISLANDS ADJACENT
TO DOUBLE VEHICLE PERPENDICULAR PARKING ROWS MUST BE A MINIMUM OF FIVE FEET
(5') WIDE AND THIRTY-TWO FEET (32') IN LENGTH.
2.ISLANDS MUST BE DEFINED BY CONCRETE CURBING.
3.SEE LANDSCAPE FOR PLANTINGS WITHIN ISLANDS/PENINSULAS.
EXISTING PARKING = 0 STALLS
PARKING REMOVED =-0 STALLS
PROPOSED SURFACE PARKING = 82 STALLS
PROPOSED GARAGE PARKING = 134 STALLS
TOTAL PARKING PROVIDED = 216 STALLS
EXISTING ACCESSIBLE PARKING:0 STALLS
REMOVED ACCESSIBLE PARKING: -0 STALLS
PROPOSED SURFACE ACCESSIBLE PARKING:4 STALLS
PROPOSED GARAGE ACCESSIBLE PARKING: 7 STALLS
TOTAL 11 STALLS
REQUIRED ACCESSIBLE PARKING:7 STALLS**
**REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES FOR 201 TO 300 STALLS
DEVELOPMENT AND DESIGN STANDARDS
OFF-STREET PARKING CALCULATIONS
ACCESSIBLE PARKING N
SCALE IN FEET
0 20 40
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
NATURAL TRAIL
1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED
IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND APPLICABLE
GOVERNING AGENCY REQUIREMENTS.
2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA
STANDARDS AND APPLICABLE GOVERNING AGENCY REQUIREMENTS.
3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED.
5.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE
ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND
SIDEWALKS.
6.SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING.
7.REFER TO THE GEOTECHNICAL REPORT B2306640 PREPARED BY BRAUN INTERTEC, DATED
SEPTEMBER 7TH, 2023 FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND
CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO PAVEMENTS AND
EXTERIOR SLABS.
SITE NOTES
1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON
THIS PLAN.
2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING
AISLES WITH WHITE OR YELLOW PAVEMENT MARKING PAINT, 4" IN WIDTH.
3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE
OR YELLOW PAINT.
4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE
REQUIRED.
5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS
TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO
DETAIL(S).
6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT
THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP
BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB.
7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
SIGNAGE AND STRIPING NOTES
CURRENT ZONING: MIXED-USED BUSINESS DISTRICT (M-U)
PROPOSED ZONING: MIXED-USED BUSINESS DISTRICT (M-U)
PROPERTY AREA (GROSS): 3.88 ± AC
GROSS SITE DENSITY: 37.1 UNITS/AC.
DISTURBED AREA: 3.23 ± AC
EXISTING IMPERVIOUS AREA: 0.00 ± AC (0.0%)*
MAXIMUM ALLOWED IMPERVIOUS AREA 2.72 ± AC (70%)
PONDING AREA 0.18 ± AC (5.6%)
PROPOSED IMPERVIOUS AREA: 1.99 ± AC (51.3%)*
*IMPERVIOUS AREAS BASED ON PROPERTY AREA
SITE DATA
PAVEMENT LEGEND
BITUMINOUS PAVEMENT
CONCRETE PAVEMENT
HEAVY DUTY BITUMINOUS PAVEMENT
CONCRETE SIDEWALK
SNOW STORAGE AREA
PROPOSED
BUILDING
FFE=807.00
GFE=796.33
(COORDINATE WITH
ARCHITECTURAL)
BASIN 1P
NWL=793.00
HWL=797.98
SEE ARCHITECTURAL
FOR CONTINUATION
SEE ARCHITECTURAL
FOR CONTINUATION
SEE ARCHITECTURAL
FOR CONTINUATION
LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C2-2 ACCESSIBLE ROUTEPlotted: 11 /15 / 2023 10:52 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM A BOUNDARY &
TOPOGRAPHIC SURVEY PROVIDED BY
LOUCKS, DATED JULY, 2023.
ACCESSIBLE
ROUTE
C2-2
N
SCALE IN FEET
0 20 40
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
NATURAL TRAIL
ACCESSIBILITY LEGEND
ACCESSIBLE ROUTE
5' ACCESSIBLE TURNING RADIUS
Rear-L
o
a
d
G
a
r
b
a
g
e
T
r
u
c
k
Rear-L
o
a
d
G
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b
a
g
e
T
r
u
c
kRear-Load Garbage TruckRear-Load Garbage TruckRear-Load Garbage Tr
u
c
kRear-Load Garbage TruckRear-Load Garbage TruckRear-Load Garbage TruckR
e
a
r
-
L
o
a
d
G
a
r
b
a
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e
T
r
u
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Rear-Lo
a
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G
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a
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e
T
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u
c
k
Cottage
G
r
o
v
e
L
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r
Cot
t
a
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e
G
r
o
v
e
L
a
d
d
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rCottage Grove LadderCottage Grove LadderCottag
e
G
r
o
v
e
L
a
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d
e
r
Cottage Grove LadderCottage Grove LadderCottag
e
G
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L
a
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LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C2-3 TURNING MOVEMENTSPlotted: 11 /15 / 2023 10:53 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
TURNING
MOVEMENTS
C2-3
COTTAGE GROVE FIRE TRUCK
GARBAGE TRUCK
SCALE IN FEET
0 50 100
SCALE IN FEET
0 50 100
N
N
46.75
8.625 20.417 4.333
Cottage Grove Ladder
Overall Length 46.750ft
Overall Width 8.417ft
Overall Body Height 10.656ft
Min Body Ground Clearance 1.087ft
Max Track Width 9.777ft
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 36.530ft
35
4.5 20
Rear-Load Garbage Truck
Overall Length 35.000ft
Overall Width 8.375ft
Overall Body Height 10.546ft
Min Body Ground Clearance 1.000ft
Track Width 8.375ft
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 29.300ft
8844TW=5.13
TW=5.50
TW=98.00
TW=12.55
TW=3.44
TW=99.00
BW=5.13
BW=97.00
BW=98.00
BW=98.00
BW=98.50
BW=99.00
7
8
5 7857
9
0
7907
9
5
7958008057
8
6
7867
8
7
7877
8
8
7887
8
9
7897
9
1
7917
9
2
7927
9
3
7937
9
4
7947
9
6
7967
9
7
7977
9
8
798
799801802803804785
790
795
786
787
788
789
791
792
793
794
796
797
7
9
7
7
9
8
1.31 ±EX.
1.52 ±EX.
1.74 ±EX.
1.78 ±EX.
1.63 ±EX.
1.56 ±EX.
1.34 ±EX.
0.95 ±EX.
1.66
1.85
97.18
96.44
95.83
95.8396.33
96.33
7.00
7.00
7.00
7.00
6.58
7.00
7.00
7.00
7.00
7.00
7.00
7.00
7.00
6.95
7.00
9.64
17.00
16.00
16.00
17.00
16.42
15.00
16.00 EOF
15.00
16.00 EOF
17.00
16.16
17.00
2.0%5.0%5.9%2.0%2.8%
1
.
6%0.8%1.7%1.5%
7.81
7.76
7.72
7.307.00
7.07
7.11
7.26
7.21 7.86
7.38
6.73
2.
1
%6.6%2.
1
%6.6%2.
1
%5.5%5.5%7.2%12.0%2.0%5.4%2.1%2.2%
16.00
17.00
0.
0
%
1
.
7%
2
.
0%
2.84
2.80
2.69
3.03
4.10
4.48
4.92
4.90
4.99
4.93
5.05
3
.
7%
1
.
5%
7.08
7.17
7.19
8.95
9.04
9.07
8.28
8.25
8.34
7.93
7.90
7.98
8.32
8.36
8.42
7.26
8.43
5.1%
4.0%
8.52
8.37
8.32
8.68
8.48
8.83
6.50
6.50
9.58
9.67
9.76
9.22
9.40
10.21
1.6%
1.1%
1.83 ±EX.
1.68 ±EX.
5.00 ±EX.
10.00 ±EX.
15.00 ±EX.
20.00 ±EX.
25.00 ±EX.
30.00 ±EX.
33.67 ±EX.
PROPOSED
BUILDING
FFE=807.00
GFE=796.33
(COORDINATE WITH
ARCHITECTURAL)1.3%1.0%
6.36
6.65
6.50
5.83 EOF
7.88
1.88
1.83
5.16
1.0%
1.0%1.0%3.0%3.0%1.0%9.40
8.95
8.86
8.77
9.14
2.0%3.0%2.0%
8.27
8.36
0.9%
8.55
8.643.5%3.3%9.07 9.47
1.5
%
6.73
7.80
8.96
7.287.00
7.62
7.72
7.79
7.85
7.78
7.83
7.16
7.00
7.61
2.1
%
4.28
6.79
6.82
6.85
35.00 ±EX.
37.00 ±EX.
37.00 ±EX.
35.00 ±EX.
30.00 ±EX.
25.00 ±EX.
20.00 ±EX.
18.00 ±EX.
20.00 ±EX.
25.00 ±EX.
28.84 ±EX.
25.06 ±EX.
21.00 ±EX.
23.00 ±EX.
TS=8.79
BS=7.79
3.1%0.4%97.30 EOF
6.83
6.76
6.73
6.59
6.44
6.60
6.23
6.49
6.40
7.77
6.41
6.32
6.35
6.71
6.18
BW=2.20
TW=2.07
BW=97.70
TW=8.55
BW(E)=10.79
TW=16.19
BW=15.00
TW=33.02
BW=15.50
TW=34.90
BW=16.50
TW=34.70
BW=15.50
TW=25.00
BW=16.50
TW=17.86
2.0%
3
.
2%2.2%1.0%
0
.
9%1.4%
2.18
2.24
2.19
1.73
5.59
5.62
5.60
5.48
5.55
5.57
20.00 ±EX.15.00 ±EX.
100.00 ±EX.2.3%2.10
10.00 ±EX.
5.00 ±EX.
98.00 ±EX.
98.05 ±EX.
98.00 ±EX.
98.00 ±EX.
98.05 ±EX.
98.05 ±EX.
0.00 ±EX.
TW=27.93
TW=20.31
TW=21.79
TW=14.42
BW=13.85
BW=12.14
BW=10.90
BW=13.00
6.70
5.97
5.69
6.41
6.36
5.55
5.73
4.65
4.56
4.90
2.81
2.75
2.51
2.60
2.51
2.42
5.76
5.81
TS=6.82
BS=2.82
3
.
1%
2
.
4%1.0%4
.
6%
1
.
4%2.8%
4
.
1%0.0%3.4%BW=3.05
BW=3.86
BW=5.91BW=4.49
TW=5.55 TW=6.93
TW=7.01
TW=6.78
5.43
4.72
5.03
5.29
5.32
5.36
5.37
5.39
5.42
5.415.50
0.5%2.8%2.1%
5.90 EOF
7.87
4.8%
6.09
6.20
5.64
6.01
6.05
5.67
5.83
5.07
5.25
5.22
5.40
6.03
5.57 888888888888888888888888888888888888888888888888888882.64
2.70
BASIN 1P
NWL=793.00
HWL=797.98
7.55
9.12 BS=9.40
TS=12.90
BS=13.00
TS=16.50
4.8%
4.8%1.5%1.5%1.5%1.5%4.0%
15.62
2.
1
%
5.86
0
.
8%
4.372.3%BW=99.18
BW=98.53
BW=97.49
BW=96.15
TW=99.48
TW=6.00
TW=5.35
TW=2.50
TW=7.50
TW=7.35
BW=99.83
BW=98.00
7.93
BW=97.05
TW=16.58
8
0
0
8
0
1
8
0
2805805 802
803
804
806
807
808
809
807808807808810
8
0
8
809
811
812
810815
811812813
814
8
1
6
8
1
6
816800
796
796
797
798
799
801800 7
9
7
7
9
8
7998018028038044.5%0
.
8%
6.471.0%1.2%1.2%2.7%1.0%
0.0%
1.0%1.0%
6.76
1.6%1.4%
0.9%0.9%2.3%5.12
2.2%2.1%
1.
5
%
3.
7
%3.2%
5.00
4.944.96
BW=99.95
TW=5.31
1.3%
BW(W)=97.31
BW=14.95
TW=17.00
2.1%2.1%25.0%6.18
6.28
6.18
7.72
1.5%88881.
6
%
7.68
6.28
TW=21.25
BW=16.07
6.91
6.91
1.63 ±EX.
1.51 ±EX.
1.70
1.61
3
.
5%
6.18
6.266.20
6.41
6.44
6.59
6.28 2.1%1.5%1.5%6.76
6.54
6.54
6.54
1.5%1.5%N
SCALE IN FEET
0 20 40
LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C3-1 GRADING PLANPlotted: 11 /15 / 2023 10:54 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM A BOUNDARY &
TOPOGRAPHIC SURVEY PROVIDED BY
LOUCKS, DATED JULY, 2023.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE
OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT
EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.
3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT
EXCEED 2% IN ANY DIRECTION FOR AN AREA 60" IN DIAMETER.
4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT
EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%.
5.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL
CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN
ON PLANS DO NOT REFLECT SUMPED ELEVATIONS.
6.REFER TO GEOTECHNICAL EVALUATION REPORT (REPORT B2306640), DATED
SEPTEMBER 7, 2023 AS PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE
SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS INCLUDING
BUT NOT LIMITED TO:
A.REUSE OF ON-SITE SOILS
B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.
C.SITE GRADING AND SUBGRADE PREPARATION.
D.PAVEMENTS AND EXTERIOR SLABS.
E.TRENCH EXCAVATION AND BACKFILL.
F.EXTERIOR UTILITY SUPPORTS.
G.FROST PROTECTION.
7.EXISTING SOILS ARE ASSUMED TO BE COARSE-GRAINED SOILS (GW, GP, GM, GC, SW,
SP, SM, SC) PER THE UNIFIED SOIL CLASSIFICATION. CONTRACTOR TO NOTIFY
ENGINEER IF EXISTING CONDITIONS DIFFER FROM ASSUMED SOIL CONDITIONS.
8.GRADING, INCLUDING BUT NOT LIMITED TO EXCAVATION AND BACKFILL, OF THE
INFILTRATION AREA(S) SHALL BE ACCOMPLISHED USING LOW-IMPACT
EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS.
SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED.
NO WHEELED MACHINES SHALL BE USED.
9.SOIL BENEATH THE INFILTRATION AREA(S) SHALL BE RIPPED WITH A TOOTHED
BUCKET TO REMOVE SOIL INTERFACE PRIOR TO BACKFILL.
10.A FLOOD TEST OR DOUBLE RING INFILTROMETER TEST SHALL BE COMPLETED FOR
THE INFILTRATION SYSTEM TO VERIFY INFILTRATION RATES ARE WITHIN THE
ACCEPTABLE RANGE OF X.X IN/HR TO X.X IN/HR.
11.CITY AND WATERSHED SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
CONSTRUCTION OF STORMWATER BMPS.
12.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP
SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY
THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. REFER TO THE LANDSCAPE
PLANS, DETAILS AND SPECIFICATIONS FOR FINAL SITE STABILIZATION.
13.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL
(NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION,
AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF
BURIED WALL COURSES).
14.FOR SITE STAIRS, "TS" EQUALS SURFACE ELEVATION AT TOP OF STAIRS AND "BS"
EQUALS SURFACE ELEVATION AT BOTTOM OF STAIRS. REFER TO SITE PLAN FOR
NUMBER OF RISERS AND RISER HEIGHT.
15.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS
OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A
REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED.
16.DUST MUST BE ADEQUATELY CONTROLLED.
17.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS.
18.SEE UTILITY PLAN FOR WATERMAIN, STORM SEWER, AND SANITARY SEWER
INFORMATION.
19.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS.
20.REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR BUILDING
ELEVATIONS.
21.THE CONTRACTOR ALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY
PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY
PERMITS AND THE NPDES PERMIT.
22.INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING
SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND
TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC
AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND
REMOVE WHEN TURF HAS BEEN ESTABLISHED.
23.PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL
SYSTEM (NPDES/SDS) REQUIREMENTS, THE WASHOUT AND CLEANOUT OF STUCCO,
PAINT, CONCRETE, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER
CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND DISPOSED OF.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING APPROVED
METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS,
CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE
CLEANOUT, ETC.
24.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF GRADING ACTIVITIES AS
NEEDED PER APPLICABLE PERMIT REQUIREMENTS AND/OR DEVELOPMENT
AGREEMENTS.
GRADING, DRAINAGE & EROSION CONTROL NOTES
GRADING
PLAN
C3-1
GRADATIONS ARE TO BE SUBMITTED FOR APPROVAL PRIOR TO IMPORT.
CONSTRUCTION SCHEDULE SHALL BE COMMUNICATED 14 DAYS PRIOR TO
CONSTRUCTION OF ITEMS BELOW.
1.CLAY GRADATION FOR LINER SHALL BE VERIFIED BEFORE IMPORTING TO THE SITE.
CLAY SHALL HAVE A PLASTICITY INDEX (PI) OF 12. MINIMUM FINES OF 60% AND
HYDRAULIC CONDUCTIVITY OF 1X10^-6 CM/SEC.
2.GRANULAR FILTRATION MATERIAL GRADATION SHALL BE VERIFIED BEFORE
IMPORTING TO THE SITE.
CONTRACTOR TO ENSURE AS-BUILT INFORMATION FOR THE FOLLOWING ITEMS IS
OBTAINED DURING CONSTRUCTION:
3.POND SUB-CUT ELEVATION & VOLUME PRIOR TO INSTALLATION OF CLAY LINER.
4.POND ELEVATION & VOLUME AFTER INSTALLATION OF CLAY LINER.
5.DRAINTILE INVERT IN FILTRATION BENCH.
6.DRAINTILE INVERT IN OUTLET CONTROL STRUCTURE.
7.OUTLET CONTROL STRUCTURE INVERTS AND WEIR WALL ELEVATON.
8.FILTRATION BENCH TOP OF GRANULAR MATERIAL ELEVATION AFTER
INSTALLATION.
AS-BUILT NOTES
88447
8
5 7857
9
0
7907
9
5
7958008057
8
6
7867
8
7
7877
8
8
7887
8
9
7897
9
1
7917
9
2
7927
9
3
7937
9
4
7947
9
6
7967
9
7
7977
9
8
798
799801802803804785
790
795
786
787
788
789
791
792
793
794
796
797
7
9
7
7982.0%5.0%5.9%2.0%2.8%
1
.
6%0.8%1.7%1.5%
2.
1
%6.6%2.
1
%6.6%2.
1
%5.5%5.5%7.2%12.0%2.0%5.4%2.1%2.2%
0.
0
%
1
.
7%
2
.
0%
3
.
7%
1
.
5%
5.1%
4.0%
1.6%
1.1%
PROPOSED
BUILDING
FFE=807.00
GFE=796.33
(COORDINATE WITH
ARCHITECTURAL)1.3%1.0%
1.0%
1.0%1.0%3.0%3.0%1.0%
2.0%3.0%2.0%
0.9%3.5%3.3%1.5
%
2.1
%3.1%0.4%2.0%
3
.
2%2.2%1.0%
0
.
9%1.4%2.3%
3
.
1%
2
.
4%1.0%4
.
6%
1
.
4%2.8%
4
.
1%0.0%3.4%0.5%2.8%2.1%
4.8%88888888888888888888888888888888888888888888888888888BASIN 1P
NWL=793.00
HWL=797.98
4.8%
4.8%1.5%1.5%1.5%1.5%4.0%
2.
1
%
0
.
8%2.3%8
0
0
8
0
1
8
0
2805805 802
803
804
806
807
808
809
807808807808810
8
0
8
809
811
812
810815
811812813814
8
1
6
8
1
6
816800
796
796
797
798
799
801800 7
9
7
7
9
8
7998018028038044.5%0.
8%1.0%1.2%1.2%2.7%1.0%
0.0%
1.0%1.0%
1.6%1.4%
0.9%0.9%2.3%2.2%2.1%
1.
5
%
3.
7
%3.2%1.3%2.1%2.1%25.0%1.5%88881.
6
%
3
.
5%
2.1%1.5%1.5%1.5%1.5%ROCK CONSTRUCTION
ENTRANCE-TYP.
(SEE DETAIL)
INLET
PROTECTION
(SEE DETAIL)
INLET
PROTECTION
(SEE DETAIL)
INLET
PROTECTION
(SEE DETAIL)
SILT FENCE-TYP.
(SEE DETAIL)
SILT FENCE-TYP.
(SEE DETAIL)
TRENCH DRAIN INLET
PROTECTION
TYP-SEE DETAIL
TRENCH DRAIN
INLET PROTECTION
(SEE DETAIL)
EROSION
CONTROL
BLANKET-TYP.
(SEE DETAIL)
SILT FENCE AROUND POND
IMMEDIATELY AFTER CONSTRUCTION
TO PROTECT POND-TYP.
(SEE DETAIL)
N
SCALE IN FEET
0 20 40
LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C3-2 SWPPP PLANPlotted: 11 /15 / 2023 10:56 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM A BOUNDARY &
TOPOGRAPHIC SURVEY PROVIDED BY
LOUCKS, DATED JULY, 2023.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
SEE SHEET C3-3 FOR SWPPP NOTES AND DETAILS.
GENERAL NOTES
SWPPP LEGEND
INLET PROTECTION
SILT FENCE
EXISTING DRAINAGE PATTERN
PROPOSED DRAINAGE PATTERN
BIO ROLLS
EROSION CONTROL BLANKET
EROSION CONTROL BLANKET
SWPPP
C3-2
1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A PROPOSED APARTMENT BUILDING,
SURFACE PAVEMENTS, UTILITIES, AND STORMWATER MANAGEMENT SYSTEMS.
2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS:
A.INSTALL VEHICLE TRACKING BMP (DATE)
B.INSTALL INLET PROTECTION (DATE)
C.INSTALL SILT FENCE AROUND SITE (DATE)
D.CLEAR AND GRUB SITE (DATE)
E.STRIP AND STOCKPILE TOPSOIL (DATE)
F.REMOVE PAVEMENTS AND UTILITIES (DATE)
G.ROUGH GRADE SITE (DATE)
H.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE (DATE)
I.INSTALL UTILITIES (DATE)
J.INSTALL BUILDING FOUNDATIONS (DATE)
K.INSTALL CURB AND GUTTER (DATE)
L.INSTALL PAVEMENTS AND WALKS (DATE)
M.FINAL GRADE SITE (DATE)
N.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS (DATE)
O.SEED AND MULCH (DATE)
P.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT
FENCE, INLET PROTECTION, AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.
3.SITE DATA:
DISTURBED AREA: 3.33 AC
PRE-CONSTRUCTION IMPERVIOUS AREA:0.00 AC
POST-CONSTRUCTION IMPERVIOUS AREA:1.99 AC
GENERAL SOIL TYPE: SEE GEOTECHNICAL EVALUATION REPORT BY BRAUN INTERTEC
HYDROLOGY INFORMATION: SEE HYDROLOGY REPORT PREPARED BY LOUCKS
4.EROSION AND SEDIMENT CONTROLS WERE DESIGNED TO EFFECTIVELY CONTROL STORMWATER RUNOFF
WITHIN THE PROJECT AREAS. EROSION AND SEDIMENT CONTROL HAVE BEEN PROPOSED TO MINIMIZE
CHANNEL EROSION AND SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS. FACTORS THAT
WERE CONSIDERED INCLUDE PROPOSED IMPERVIOUS AREAS, SLOPE OF IMPERVIOUS SURFACES,
STORMWATER INFRASTRUCTURE DISCHARGE POINTS, AND ANNUAL AVERAGE PRECIPITATION DATA FOR
THE PROJECT AREA.
5.WASHINGTON COUNTY RECEIVES AN AVERAGE OF 32 INCHES OF PRECIPITATION PER YEAR. THE
FOLLOWING WASHINGTON COUNTY 24-HOUR STORM EVENTS ARE BASED ON ATLAS 14 RAINFALL DATA:
2-YR 2.80 INCHES
10-YR 4.16 INCHES
100-YR 7.40 INCHES*
*(ADJUSTED PER CITY OF COTTAGE GROVE SURFACE WATER MANAGEMENT PLAN)
6.SEE "EXHIBIT: PROPOSED DRAINAGE AREAS" FOR SITE MAP WITH DRAINAGE AREA BOUNDARIES.
7.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT
FENCE, ETC. BEFORE CONSTRUCTION BEGINS.
8.CONTRACTOR SHALL INSTALL RAIN GAUGE ON SITE.
9.GROUNDWATER & DEWATERING
A.REFER TO THE GEOTECHNICAL REPORT PREPARED B2306640 BY BRAUN INTERTEC DATED
SEPTEMBER 7TH, 2023 FOR INFORMATION INCLUDING BUT NOT LIMITED TO GROUNDWATER
CONDITIONS AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.
B.FOLLOW LOCAL, STATE, AND FEDERAL REGULATIONS FOR GROUNDWATER PUMPING AND
OBTAIN ALL NECESSARY PERMITS. A WATER USE PERMIT FROM THE DNR IS REQUIRED WHEN
WITHDRAWING MORE THAN 10,000 GALLONS OF WATER PER DAY OR 1 MILLION GALLONS PER
YEAR.
C.DISPERSE DISCHARGE USING APPROPRIATE ENERGY DISSIPATION MEASURES.
D.BMPS SHALL BE USED TO PREVENT TURBID OR SEDIMENT LADEN WATERS FROM LEAVING SITE.
E.DEWATERING SHALL NOT CAUSE NUISANCE CONDITIONS INCLUDING BUT NOT LIMITED TO
EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF
WETLANDS THAT CAUSES SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND.
10.REFER TO THE GEOTECHNICAL REPORT B2306640 PREPARED BY BRUAN INTERTEC DATED SEPTEMBER 7TH,
2023 FOR INFORMATION AND RECOMMENDATIONS RELATED TO SOIL CONTAMINATION.
11.ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY
SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR
OTHER EQUIVALENT CONTROL MEASURE.
12.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE
LENGTHS CAN NOT BE GREATER THAN 75 FEET.
13.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE
ARE STABILIZED.
14.SOIL COMPACTION SHALL BE MINIMIZED DURING CONSTRUCTION.
15.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN
SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT
SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE
STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES.
16.SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED ON ALL DOWNGRADIENT PERIMETERS AND
UPGRADIENT OF ANY BUFFER ZONES.
17.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF
NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S.
18.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL
REQUIREMENTS.
19.NO VEHICLE WASHING ALLOWED ON SITE.
20.NO ENGINE DEGREASING IS ALLOWED ON SITE.
21.THE OWNER IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE
OPERATOR IS RESPONSIBLE FOR COMPLIANCE WITH SECTIONS 3, 4, 6-22, 24 AND APPLICABLE
REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23.
22.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE
OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER
THE FOLLOWING CONDITIONS HAVE BEEN MET:
A.PERMIT TERMINATION CONDITIONS, PER NPDES PERMIT SECTION 13.1 HAVE BEEN ACHIEVED ON
ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE.
A.A.PERMANENT UNIFORM PERENNIAL VEGETATIVE COVER MUST BE ESTABLISHED AT 70%
DENSITY OF ITS EXPECTED FINAL GROWTH.
A.B.THE PERMANENT STORMWATER TREATMENT SYSTEM IS CONSTRUCTED, MEETS ALL
REQUIREMENTS, AND IS OPERATING AS DESIGNED.
A.C.ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE
REMOVED.
A.D.CLEAN OUT SEDIMENT FROM CONVEYANCE SYSTEMS AND PERMANENT STORMWATER
TREATMENT SYSTEMS (RETURN TO DESIGN CAPACITY).
23. INSPECTIONS
A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS
REQUIRED.
B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24
HOUR RAIN EVENT.
C.STABILIZED AREAS: ONCE EVERY 30 DAYS
D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING
CONSTRUCTION.
E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE
NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S)
CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE
ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR
PERIOD.
F.OBSERVE ANY DISCHARGE OCCURRING ONSITE AND DOCUMENT CORRECTIVE ACTIONS TAKEN.
DISCHARGE SHOULD BE DESCRIBED AND PHOTOGRAPHED.
24. MINIMUM MAINTENANCE
A.ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH
FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR AS SOON AS
FIELD CONDITIONS ALLOW.
B.REPAIR, REPLACE, OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME
NONFUNCTIONAL OR THE SEDIMENT REACHES 1
2 THE HEIGHT OF THE DEVICE.
C.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME.
D.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN CALENDAR DAYS OF DISCOVERY.
E.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITHIN (1)ONE CALENDAR
DAY.
F.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER
THAN 12" IN 24 HOURS.
25.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE
KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL
CONTROL OF THE SITE.
26.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL
INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND
REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS.
THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION.
27.SWPPP MUST BE AMENDED WHEN:
A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL
CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE
B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING
WATER QUALITY STANDARDS.
C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT
CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT.
28.CONCRETE WASHOUT AREA
A.THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, CONCRETE, FORM RELEASE OILS, CURING
COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS SHALL BE PROPERLY CONTAINED AND
DISPOSED OF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND USING
APPROVED METHODS OF CONTAINMENT SUCH AS PRE-FABRICATED WASHOUT CONTAINERS,
CONCRETE WASHOUT TOTE, READY MIX TRUCKS WITH SELF-CONTAINED CHUTE CLEANOUT, ETC.
B.ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY.
22.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE
CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER.
23.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24
HOURS AFTER CONNECTION TO A SURFACE WATER.
24.FINAL STABILIZATION
FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND
THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF
THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL
TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED
FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO
DESIGN CAPACITY.
25.RESPONSIBILITIES
A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND
THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE:
CONTACT:XXX
COMPANY:XXX
PHONE: XXX
B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM
OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM:
CONTACT:XXX
COMPANY: XXX
PHONE: XXX
33.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT
DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS.
34.EROSION CONTROL DEVICES CANNOT BE REMOVED UNTIL THE WATERSHED DISTRICT HAS DETERMINED
THE SITE HAS BEEN PERMANENTLY RESTABALIZED AND SHALL BE REMOVED WITHIN 30 DAYS
THEREAFTER.
PROJECT SITE
*
PROJECT SITE
*
SWPPP NOTES CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP
SITE VICINITY MAP
DESCRIPTION UNIT
TEMPORARY ROCK CONSTRUCTION ENTRANCE EA
PREFABRICATED CONCRETE WASHOUT EA
SILT FENCE (STANDARD)LF
EROSION CONTROL BLANKET SY
INLET PROTECTION EA
QUANTITY
2
NOT ALLOWED
1,207±
1,519±
13
ESTIMATED QUANTITIES
BIOROLL LF N/A
*
PROJECT SITE
1 MILE BUFFER
*
PROJECT SITE
LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C3-2 SWPPP PLANPlotted: 11 /15 / 2023 10:56 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
SWPPP NOTES
C3-3
TRENCH DRAIN INLET PROTECTION EA 2
8844PROPOSED
BUILDING
FFE=807.00
GFE=796.33
(COORDINATE WITH
ARCHITECTURAL)88888888888888888888888888888888888888888888888888888BASIN 1P
NWL=793.00
HWL=797.98
88888" SANITARY
SEWER SERVICE
INV=795.05-SW
(VERIFY LOCATION
& INV. W/MECHANICAL)
7 LF 8" SANITARY
@ 2.00%
58 LF 8" SANITARY
@ 2.00%
CBMH 8
RIM=815.00
INV(NW)=810.00
CBMH 7
RIM=815.00
INV(SE)=809.05
INV(NW)=804.39
CBMH 5
RIM=812.90
INV(SE)=803.00
INV(W)=797.03
5.97' DROP
CBMH 4
RIM=807.55
SUMP=791.87
INV(E)=796.27
INV(W)=795.87
10" ROOF DRAIN STUB
INV(SW)=801.11
(VERIFY SIZE, LOCATION,
& INV. W/ MECHANICAL)
JELLYFISH 10
RIM=806.76
INV(S)=793.92
INV(W)=793.42
(SEE DETAIL)
TRENCH DRAIN 15
RIM=806.50
INV(N)=805.50
INV(S)=804.50
INV(OUTLET)=803.50
(SEE DETAIL)
CBMH 14
RIM=804.39
INV(N)=801.04
INV(NE)=800.32
INV(SW)=800.12
10" ROOF DRAIN STUB
INV(NW)=799.73
(VERIFY SIZE, LOCATION,
& INV. W/ MECHANICAL)
CBMH 13
RIM=805.12
INV(SE)=799.52
INV(NE)=799.12
INV(SW)=798.92
CBMH 11
RIM=806.02
SUMP=790.20
INV(S)=794.60
INV(N)=794.20
CBMH 12
RIM=804.72
INV(NE)=796.87
INV(SE)=796.07
INV(N)=795.67
CBMH 16
RIM=801.84
INV(E)=797.40
INV(NW)=797.40
TRENCH DRAIN 19
RIM=795.83
INV(E/W)=794.83
INV(C)=794.33
INV(OUTLET)=793.83
(SEE DETAIL)
OCS 2
RIM=796.00
INV(SW)=793.00
INV(DTILE)=793.00
(SEE DETAIL)
FES 3 W/ RIPRAP
INV= 793.00
FES 9 W/ RIPRAP
INV= 793.00
FES 1 W/ RIPRAP
INV= 792.20
45 LF 21" RCP
@ 1.80%
95 LF 18" RCP
@ 1.00%
47 LF 21" RCP
@ 1.50%
74 LF 6" PVC
@ 3.33%
47 LF 12" PVC
@ 2.14%
102 LF 15" RCP
@ 2.00%
133 LF 18" RCP
@ 0.80%
190 LF 12" RCP
@ 0.70%
51 LF 21" RCP
@ 1.50%
52 LF 10" PVC
@ 1.50%
10 LF 10" PVC
@ 2.00%
191 LF 27" RCP
@ 1.50%
27 LF 24" RCP
@ 1.00%
36 LF 24" RCP
@ 1.18%
144 LF 12" PVC
@ 2.50%
6" CLEANOUT-TYP.
RIM=795.50
6" CLEANOUT-TYP.
RIM=795.50
FILTRATION BENCH ABOVE NWL
FROM 793.00 TO 796.00
TO BE CONSTRUCTED OF
GRANULAR MATERIAL W/
A MINIMUM INFILTRATION
RATE OF 0.80 INCHES/HOUR
20' WIDE POND MAINTENANCE
ACCESS ROUTE
20.0'
10:1 MAX SLOPE MAINTENANCE BENCH
10:1 MAX SLOPE AQUATIC
BENCH
10.0'10.0'12 LF CASING FOR STORM SEWER
UNDER RETAINING WALL
12 LF CASING FOR STORM SEWER
UNDER RETAINING WALL
27 LF CASING FOR
STORM SEWER
UNDER RETAINING WALL
BUILD SAN MH 100
OVER EXISTING
SANITARY SEWER LINE(S)
RIM= 802.77±
INV(N)= 793.67±
INV(SE)=793.57±
(FIELD VERIFY EX.
LOCATION, SIZE, & INV.)
SAN MH 101
RIM= 804.73
INV(NE)= 794.92
INV(S)=794.82
6" PERFORATED PVC
135 LF @ 0.00%
INV=793.00
6" PERFORATED PVC
43 LF @ 0.00%
INV=793.00
COMBINED 6" DOMESTIC & FIRE
PROTECTION WATER SERVICE STUB
(COORDINATE W/ MECHANICAL)
(VERIFY SIZE, INVERT, & LOCATION W/
MECHANICAL)
6" 45 DEG. BEND
CONNECT TO EX. 6" DIP
WATERMAIN
(FIELD VERIFY EXISTING
LOCATION, SIZE, & MATERIAL)
6" 22.5 DEG. BEND
12 LF-6" DIP WATER SERVICE
12 LF-6" DIP WATER SERVICE
48 LF-6" DIP WATER SERVICE10.0'POND TO BE CLAY LINED
EXTENDING TO TOP OF
FILTRATION BENCH
ELEVATION=796.00
30 LF 12" RCP
@ 1.54%
CB 17
RIM=801.93
INV(NE)=797.86
INV(W)=797.86
24 LF 12" RCP
@ 1.00%
CB 18
RIM=802.10
INV(SW)=798.10
6:1 MAX. SLOPE
POND MAINTENANCE ACCESS
45 LF 21" RCP
@ 1.50%CBMH 6
RIM=815.62
INV(SE)=803.68
INV(NW)=803.68
CONNECT TO EXISTING STORM
SEWER STRUCTURE @
INV=790.22
(FIELD VERIFY LOCATION & INVERT)
4" CLEANOUT-TTYP.
(RIM TO BE PLACED BELOW MEDIA)
70 LF 4" PERIMETER DRAINTILE
59 LF 4" PERIMETER DRAINTILE
52 LF 4" PERIMETER DRAINTILE
N
SCALE IN FEET
0 20 40
LOUCKS
W:\2023\23258A\CADD DATA\CIVIL\_dwg Sheet Files\C4-1 UTILITY PLANPlotted: 11 /15 / 2023 1:7 PM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM A BOUNDARY &
TOPOGRAPHIC SURVEY PROVIDED BY
LOUCKS, DATED JULY, 2023.
PARKING STALL COUNT
ACCESSIBLE PARKING STALL
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
WATER MANHOLE / WELL
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
TREE LINE
EXISTING PROPOSED
972
DRAINTILE
FORCEMAIN 373PARKING SETBACK LINE
BUILDING SETBACK LINE
2
FENCE
FLARED END SECTION
POST INDICATOR VALVE
BENCHMARK
SOIL BORING
3DIRECTION OF FLOW 1.0%
972.5
SANITARY SEWER & WATERMAIN NOTES
1.ALL SANITARY SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE
REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL
GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION.
2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL
COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND
THE GEOTECHNICAL REPORT.
3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE
STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING
INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48
HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC
UTILITIES.
4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS
OTHERWISE NOTED. THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL
CONTRACTOR, MECHANICAL CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE
RESPONSIBILITY OF BRINGING THE SERVICE(S) INTO THE BUILDING, INSPECTIONS AND TESTING PER
APPLICABLE GOVERNING AGENCIES.
5.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH
MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM
SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH
SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATERMAIN AND
SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE
ATTAINED.
6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES
OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM
WATERMAIN TO ANY MANHOLE, SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF
CONTAMINATION, MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE
CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN.
7.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SANITARY STRUCTURE(S) AND UNDERGROUND
SYSTEM(S) FOR ENGINEER'S REVIEW.
8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
9.HYDRANT USE: CONTRACTOR IS RESPONSIBLE TO NOTIFY PUBLIC UTILITIES DEPARTMENT WHEN
THEY NEED TO USE A HYDRANT; ONLY PRE-AUTHORIZED HYDRANTS WILL BE USED. HYDRANTS TO
BE OPERATED ONLY WITH PROPER EQUIPMENT SUCH AS A HYDRANT NUT WRENCH, NOT A PIPE
WRENCH, HYDRANT METER IS AVAILABLE FROM PUBLIC UTILITIES DEPARTMENT. ANY TRUCK, ETC.
FILLED FROM A HYDRANT MUST BE METERED, MUST HAVE PHYSICAL BREAK OR BACK-FLOW
PREVENTER APPROVED BY PUBLIC UTILITIES DEPARTMENT. ALSO APPLIES TO SUBCONTRACTORS.
10.OPERATING VALVES FOR TURNING WATER MAIN ON/OFF: PUBLIC UTILITIES DEPARTMENT WILL
OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL GIVE
AT LEAST 24 HOURS NOTICE TO HAVE WATER SHUT OFF AND SHALL NOTIFY IN WRITING, ALL
AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH TO DOOR,
ETC., NOT IN MAILBOXES.
11.TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT
BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES
DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK
FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND
BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN
SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES
DEPARTMENT SHUTTING OFF ANY WATER MAINS.
12.REFER TO GEOTECHNICAL EVALUATION REPORT (REPORT B2306640), DATED SEPTEMBER 7, 2023 AS
PREPARED BY BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND
CONSTRUCTION RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:
A.REUSE OF ON-SITE SOILS
B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.
C.SITE GRADING AND SUBGRADE PREPARATION.
D.PAVEMENTS AND EXTERIOR SLABS.
E.TRENCH EXCAVATION AND BACKFILL.
F.EXTERIOR UTILITY SUPPORTS.
G.FROST PROTECTION.
13.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED UTILITIES
(RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT REQUIREMENTS AND/OR
DEVELOPMENT AGREEMENTS.
14.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE
GOVERNING AGENCIES.
15.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE
APPLICABLE GOVERNING AGENCIES.
STORM SEWER NOTES
1.ALL STORM SEWER SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE
MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT, AND THE STANDARD UTILITIES SPECIFICATION OF
THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CURRENT EDITION.
2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL
BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT.
3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND
LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND
THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC
RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES.
4.ALL SITE UTILITY SERVICES SHALL TERMINATE 5' FROM THE EXTERIOR BUILDING WALL UNLESS OTHERWISE NOTED.
THE SITE UTILITY CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, MECHANICAL
CONTRACTOR AND MECHANICAL ENGINEER TO DETERMINE THE RESPONSIBILITY OF BRINGING THE SERVICE(S)
INTO THE BUILDING, INSPECTIONS AND TESTING PER APPLICABLE GOVERNING AGENCIES.
6.PER MINNESOTA DEPARTMENT OF LABOR & INDUSTRY REQUIREMENTS, A MINIMUM OF 18 INCHES OF VERTICAL
SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FROM WATERMAIN TO ANY MANHOLE,
SEPTIC SYSTEM, CATCH BASIN, SEWER PIPE, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM THE
OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE UNLESS OTHERWISE SHOWN.
7.ALL STORM SEWER DOWNSPOUT COLLECTION PIPES AND WYES SHALL BE PVC (SCHEDULE 40).
8.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF STORM STRUCTURE(S) AND UNDERGROUND SYSTEM(S) FOR
ENGINEER'S REVIEW.
9.CONTRACTOR TO VERIFY UNDERLYING SOILS BENEATH ALL STORMWATER FACILITIES, AND PROVIDE
DOCUMENTATION TO THE ENGINEER, PRIOR TO CONSTRUCTION OF THE FACILITIES.
10.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE
BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4714.
11.REFER TO GEOTECHNICAL EVALUATION REPORT (REPORT B2306640), DATED SEPTEMBER 7, 2023 AS PREPARED BY
BRAUN INTERTEC, FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION
RECOMMENDATIONS INCLUDING BUT NOT LIMITED TO:
A.REUSE OF ON-SITE SOILS
B.GROUNDWATER AND RECOMMENDATIONS FOR EXCAVATION DEWATERING.
C.SITE GRADING AND SUBGRADE PREPARATION.
D.PAVEMENTS AND EXTERIOR SLABS.
E.TRENCH EXCAVATION AND BACKFILL.
F.EXTERIOR UTILITY SUPPORTS.
G.FROST PROTECTION.
12.CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION OF CONSTRUCTED STORMWATER MANAGEMENT SYSTEMS
& ASSOCIATED INFRASTRUCTURE (RECOMMENDED PRIOR TO BACKFILLING) PER APPLICABLE PERMIT
REQUIREMENTS AND/OR DEVELOPMENT AGREEMENTS.
13.ALL UNUSED UTILITY SERVICES SHALL BE ABANDONED PER THE REQUIREMENTS OF THE APPLICABLE GOVERNING
AGENCIES.
14.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY PERMITS FROM THE APPLICABLE
GOVERNING AGENCIES.
UTILITY PLAN
C4-1
GRADATIONS ARE TO BE SUBMITTED FOR APPROVAL PRIOR TO IMPORT.
CONSTRUCTION SCHEDULE SHALL BE COMMUNICATED 14 DAYS PRIOR TO
CONSTRUCTION OF ITEMS BELOW.
1.CLAY GRADATION FOR LINER SHALL BE VERIFIED BEFORE IMPORTING TO THE SITE.
CLAY SHALL HAVE A PLASTICITY INDEX (PI) OF 12. MINIMUM FINES OF 60% AND
HYDRAULIC CONDUCTIVITY OF 1X10^-6 CM/SEC.
2.GRANULAR FILTRATION MATERIAL GRADATION SHALL BE VERIFIED BEFORE
IMPORTING TO THE SITE.
CONTRACTOR TO ENSURE AS-BUILT INFORMATION FOR THE FOLLOWING ITEMS IS
OBTAINED DURING CONSTRUCTION:
3.POND SUB-CUT ELEVATION & VOLUME PRIOR TO INSTALLATION OF CLAY LINER.
4.POND ELEVATION & VOLUME AFTER INSTALLATION OF CLAY LINER.
5.DRAINTILE INVERT IN FILTRATION BENCH.
6.DRAINTILE INVERT IN OUTLET CONTROL STRUCTURE.
7.OUTLET CONTROL STRUCTURE INVERTS AND WEIR WALL ELEVATON.
8.FILTRATION BENCH TOP OF GRANULAR MATERIAL ELEVATION AFTER
INSTALLATION.
AS-BUILT NOTES
LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C8-1 DETAILSPlotted: 11 /15 / 2023 10:57 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
CIVIL DETAILS
C8-1
1 2 3 4 5
6 7 8 9 10
11 12 13 14 15
LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C8-1 DETAILSPlotted: 11 /15 / 2023 10:58 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
CIVL DETAILS
C8-2
FLAT CURB AND
GUTTER (12")
DRAWN 2/2016
LOUCKS PLATE NO.
2012LOUCKS
SLOPE GUTTER TO MATCH
PARKING LOT DRAINAGE
TIP GUTTER OUT AS REQ'D
PAVEMENT SECTION VARIES
MIN. OF 4"
3/8 " LIP
AGG. BASE UNDER
CURB (IF TOTAL
THICKNESS OF
SECTION ALLOWS)
7"
12"8"
AGG. BASE
VARIES
1/2" RAD.
20"
SPECIFICATION NOTES:
1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
MEMBRANE CURING COMPOUND PER MNDOT 3754.
2.EXPANSION JOINTS AT MAX. SPACING OF 200'.
3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
CONCRETE SIDEWALK-
WIDTH & SECTION VARY
REFER TO SITE PLAN
2" BIT. WEAR COURSE,
MN/DOT 2360 SPWEA340C
TACK COAT, MN/DOT 2357
2" BIT. NON-WEAR COURSE,
MN/DOT 2360 SPNWB330C
10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
HEAVY DUTY BITUMINOUS
PAVEMENT SECTION
PAVEMENT SECTION BASED ON
GEOTECHNICAL REPORT BY BRAUN
INTERTEC, DATED SEPTEMBER 7, 2023
GEOTEXTILE FILTER FABRIC TYPE V,
MN/DOT 3733.2
DRAWN 01/2022
LOUCKS PLATE NO.
2032LOUCKS
1.5" BIT. WEAR COURSE,
MN/DOT 2360 SPWEA240C
TACK COAT, MN/DOT 2357
2" BIT. NON-WEAR COURSE,
MN/DOT 2360 SPNWB230C
8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
STANDARD BITUMINOUS
PAVEMENT SECTION
PAVEMENT SECTION BASED ON
GEOTECHNICAL REPORT BY BRAUN
INTERTEC, DATED SEPTEMBER 7,2023
GEOTEXTILE FILTER FABRIC TYPE V,
MN/DOT 3733.2
DRAWN 12/2016
LOUCKS PLATE NO.
2031LOUCKS
6" COMPACTED AGGREGATE BASE CL. 5 OR 6
MN/DOT 3138
APPROVED SUBGRADE
FINISHED GRADE
6" CONCRETE MN/DOT 2301
CONCRETE PAVEMENT
SECTION
NOTES:
1.CONCRETE SHALL BE REINFORCED WITH ONE OF THE FOLLOWING:
1.1.6X6 W2.9 X W2.9 EPOXY COATED WELDED WIRE FABRIC AT MIDPOINT
OF SLAB
1.2.3# PCY SYNTHETIC MACRO FIBERS
1.3.OR APPROVED EQUAL
2.CONTRACTION JOINTS SHALL BE SAWED TO A DEPTH OF 1/4 TO 1/3 OF
SLAB THICKNESS.
3.PROVIDE EXPANSION JOINTS IN ACCORDANCE WITH MNDOT 3702 AND
2301.
4.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR
REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED
AND/OR COLD JOINTS.
DRAWN 12/2016
LOUCKS PLATE NO.
2033LOUCKS
PAVEMENT SECTION BASED ON
GEOTECHNICAL REPORT BY BRAUN
INTERTEC, DATED SEPTEMBER 7,2023
STANDARD GUTTER
8"12"
6"
13.5"
1
2" RAD.
MIN. OF 4" AGG. BASE
UNDER CURB (IF TOTAL
THICKNESS OF
SECTION ALLOWS)
3/8 " LIP
3" RAD.
1
3
3" RAD.
AGG. BASE
VARIES
SLOPE GUTTER TO
MATCH PARKING LOT
DRAINAGE
(3/4" PER FT. TYP.) TIP
GUTTER OUT AS REQ'D
B6-12 STYLE
CONCRETE CURB
AND GUTTER
MINIMUM 1'
BEHIND BACK
OF CURB
7"
SPECIFICATION NOTES:
1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
MEMBRANE CURING COMPOUND PER MNDOT 3754.
2.EXPANSION JOINTS AT MAX. SPACING OF 200'.
3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
DRAWN 2/2016
LOUCKS PLATE NO.
2009
TRAFFIC SIGN
3#/FT.
3#/FT.
TRAFFIC SIGN SPECIFICATIONS
STOP SIGN SHALL BE R1-1, 30"X30" OR AS
DIRECTED BY ENGINEER.
MATERIAL
ALUMINUM SHALL BE 5052-H38 OR 6061-T6
ALLOY.
GAUGE SHALL BE 0.080 ON THE LONGEST
SIDE UP TO 30", 0.100 ON THE LONGEST SIDE
OVER 30".
CHANNEL POST SPECIFICATIONS
STEEL CHANNEL POSTS SHALL WEIGH 3LB.
/FT.
POSTS SHALL BE OF THE 4-RIB DESIGN,
GALVANIZED AND PUNCHED ON 1" CENTERS.3'-0"7'-0"IF INSTALLED IN PAVEMENT, INSTALL
V-LOC ANCHOR OR APPROVED EQUAL.
DRAWN 12/2016
LOUCKS PLATE NO.
2041LOUCKS
1 2 3
4
5
6
7 8 9 10
11 12 13 14TYPICAL ADA PARKING
STALL STRIPING
DRAWN 03/2017
LOUCKS PLATE NO.
2037LOUCKS
LCC
4" WIDE PAINTED
LINES, TRAFFIC
WHITE
4" WIDE PAINTED LINES,
18" O.C., @ 45 DEG. TRAFFIC WHITE
(AISLE TO CONTAIN THE DESIGNATION
"NO PARKING" COMPLYING WITH
MSBC 1341.0502 IF ACCESS AISLE
SIGNS ARE NOT SHOWN
REFER TO SITE PLAN FOR ADA
PARKING SIGN LOCATION. NO SIGNS TO BE LOCATED
WITHIN ACCESSIBLE ROUTE.
REFER TO SITE PLAN FOR
ACCESS AISLE SIGN LOCATION
(AISLE TO CONTAIN THE DESIGNATION
"NO PARKING" COMPLYING WITH
MSBC 134.0502 IF ACCESS AISLE
SIGNS ARE NOT SHOWN). NO SIGNS TO BE
LOCATED WITHIN ACCESSIBLE ROUTE
REFER TO SITE PLAN
FOR STALL DIMENSIONS
40"PROVIDE PAINTED
INTERNATIONAL SYMBOL OF
ACCESSIBILITY AT EACH
DESIGNATED HANDICAP
PARKING STALL. CENTER
SYMBOL IN STALL.
HC SIGNAGE PER MINNESOTA
RULES 1341.0502
ALL LINES 4" WIDE
8" DIAMETER
NOT TO SCALE
67.5°
5°
36"
CONCRETE PAVEMENT
REFER TO SITE PLAN AND
SECTION DETAIL
VAN
ACCESSIBLE
60"48"18" DIA.36"TYPICAL ADA PARKING
SIGN / BOLLARD COMBO
12"x18" STANDARD HANDICAP PARKING
SIGN WITH SEPARATE 'VAN ACCESSIBLE'
PANEL. GREEN LETTERING AND BORDER
ON WHITE BACKGROUND. SYMBOL OF
ACCESSIBILITY SHALL BE 4"x4" AND BE
WHITE ON A BLUE BACKGROUND. USE
HARDWARE PER SIGN SUPPLIER'S
RECOMMENDATIONS.
HC SIGNAGE PER MINNESOTA
RULES 1341.0502
12"x6" STANDARD 'VAN
ACCESSIBLE' PANEL. GREEN
LETTERING AND BORDER ON
WHITE BACKGROUND.
2" DIA. 6' LONG MIN.
GALVANIZED SCHEDULE 40
STEEL PIPE. EMBED IN
CONCRETE FILLED BOLLARD
6" DIA. SCHEDULE 40
GALVANIZED STEEL PIPE
6' LONG MINIMUM
HEAVY DUTY HDPE DOME TOP
DECORATIVE SLEEVE BLUE OR YELLOW
IN COLOR. AVAILABLE FROM
BOLLARDSNSLEEVES.COM OR EQUAL.
COMPACTED OR
UNDISTURBED SUBGRADE.
NOTES:
1.BOLLARDS TO BE PLACED 12" BEHIND
BACK OF CURB OR SIDEWALK (REFER
TO SITE PLAN.)
2.MAINTAIN PLUMB UNTIL CONCRETE IS
SUFFICIENTLY CURED.
3.HOLD CONCRETE FOOTING BELOW
GRADE OF FINISHED CONCRETE TO
CREATE FINAL PAVING PATTERN AS
SHOWN ON PLANS.
4.SIGN CENTERED AT HEAD OF PARKING
SPACE - MAXIMUM OF 96" FROM
HEAD OF PARKING SPACE.
5.PROVIDE (1) SIGN PER STALL
6.HC SIGNAGE PER MINNESOTA RULES
1341.0502
DRAWN 03/2017
LOUCKS PLATE NO.
2038ALOUCKS6"18"6"VIOLATORS ARE SUBJECT
TO A FINE OF UP TO
$ 200.00
PARKINGRESERVED
LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C8-1 DETAILSPlotted: 11 /15 / 2023 10:58 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
CIVIL DETAILS
C8-3
TRIM AS NEEDED TO
CRADDLE CARRIER
PIPE AND TO REST ON
CASING PIPE.
1/2"-26 GA. STEEL
BAND (2 THUS).
CARRIER PIPE
AND JOINTS
TO BE RATED
FOR 150 psi.
WELDED STEEL CASING
PIPE.
MIN. DIAMETER SHALL BE
4" GREATER THAN THE
O.D. OF THE CARRIER PIPE.
1” GROUT PIPE TACK
WELDED TO THE FRONT
EDGE OF THE CASING PIPE.
4"x4"x4' TREATED
LUMBER W/NOTCHES
FOR STEEL BAND (6 PER
PIPE LENGTH).
FILL ANNULAR SPACES
COMPLETELY W/PRESSURE
BLOWN SAND. BUTTRESS
BOTH ENDS.
0.344"
0.312"
0.282"
0.188"
0.500"
0.469"
0.438"
0.406"
0.375"
REQUIRED THICKNESS
18"
20"
22"
24"
32"
26"
UNDER 14"
14",16"
28",30"
WELDED STEEL CASING DIAMETER
NOTE:
1.BLOCKING & STRAPPING MATERIALS SHALL BE APPROVED BY ENGINEER PRIOR TO
USE 2 SETS OF WOOD BLOCKING ARE REQUIRED FOR EACH SECTION OF PIPE.
2.CONTRACTOR MAY UTILIZE SPACER BANDS IN PLACE OF GROUT. MUST BE
APPROVED BY THE ENGINEER.
STEEL CASING
FOR JACKING
DRAWN 2/2016
LOUCKS PLATE NO.
4009LOUCKS
3:1 MAX
SLOPE
BOTTOM
CLAY LINER
NWL
CLAY LINER TO EXTEND
TO 1' ABOVE NWL
4:1 SLOPE
6" PERFORATED PVC
DRAINTILE WITH
INVERT @ NWL
GRANULAR MATERIAL
10:1 AQUATIC
BENCH
10:1 MAINTENANCE
BENCH
POND P1 CLAY
LINER DETAIL
DRAWN 10/2023
LOUCKS PLATE NO.
CUSTOM
1.0'
APPROVED FILL
LOUCKS
SLOPE VARIES
4:1 MAX.
10.0'
10.0'
NOTE:
CONTRACTOR TO PROVIDE RETAINING WALL
DESIGN/SHOP DRAWINGS SIGNED BY A
PROFESSIONAL ENGINEER FOR APPROVAL
PRIOR TO CONSTRUCTION.
RETAINING WALL INFORMATION:
CMU MANUFACTURER: RECON
TYPE: OLD WORLD
COLOR: XXX
PROVIDE CAP TO MATCH
DRAWN 2/2016
LOUCKS PLATE NO.
CUSTOM
LARGE BLOCK RETAINING
WALL / GUARD RAIL / 6-FT
FENCE
LOUCKS
UNDISTURBED SOIL
OR COMPACTED FILL
CRUSHED OR
COMPACTED ROCK
(NO CARBONATES)
4" PERFORATED PIPE
(NO SOCK)
6" CLASS 5,
COMPACTED TO 95%
STANDARD PROCTOR22"RETAINING WALL
MODULAR BLOCK UNIT
RETAINING WALL
CAP UNIT
TYPICAL GUARD
RAIL BARRIER
8"x6" WOOD POST
8"x6" WOOD BLOCK
1 x 6 CEDAR WOOD PICKET (TYP.)
ATTACH EACH 1 x 6 WOOD PICKET
TO THE 2 x 6 CROSS BRACE
WITH 3 GALVANIZED NAILS (TYP.)
4 x 4 TREATED WOOD POST (TYP.)
ATTACH EACH 4 x 4 WOOD POST
TO THE GUARDRAIL POST
2 x 6 TREATED WOOD CROSS BRACE (TYP.)
ATTACH EACH 2 x 6 CROSS BRACE TO
THE 4 x 4 TREATED WOOD POST WITH
2-3" x 1/4" GALVANIZED LAG BOLTS
WITH WASHERS (TYP.)
INV=
FLOW
OUTLET PIPE
OPEN GRATE
3/4" NOMINAL
ANNULAR
SPACE 14"
8" PVC
12"
1-1/2"
NEENAH TRENCH GRATE R-4990-DX
OR EQUAL
TRENCH DRAIN /
OUTLET DETAIL
GROUTED
CONNECTION
8"-90° BEND
BLISTER
CONCRETE
AROUND
CASTING, TO
PROVIDE 0.2'
SUMP FOR
SEDIMENT
STORAGE.
DRAWN 2/2016
LOUCKS PLATE NO.
4319LOUCKS
1.70
20.90
100
9/1
54"
1 2 3 4
5
6
7
LOUCKS
W:\2023\23258A\cadd Data\CIVIL\_dwg Sheet Files\C8-1 DETAILSPlotted: 10 /23 / 2023 11:6 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
APARTMENTS
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
PRELIMINARY SITE 10/XX/2023
PLAN APPLICATION
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-4 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
XX/XX/XXXX
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
DETAILS
C8-4
1.70
20.90
100
9/1
54"
OR APPROVED EQUAL
REMOVE EXISTING
TREES-TYP.
REMOVE EXISTING
TREES-TYP.
TREE FENCING, SEE DETAIL
TREE FENCING, SEE DETAIL
N
SCALE IN FEET
0 ####
LOUCKS
W:\2023\23258A\cadd Data\LANDSCAPE\_dwg Sheet Files\L0-1 TREE PRESERVATION PLANPlotted: 11 /15 / 2023 10:58 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
TOLL FREE: 1-800-252-1166
TWIN CITY AREA: 651-454-0002
Gopher State One Call
CALL BEFORE YOU DIG!
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL
EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN
MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT
LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,
CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED
DURING CONSTRUCTION AT NO COST TO THE OWNER.
NOTE:
EXISTING CONDITIONS INFORMATION
SHOWN IS FROM A BOUNDARY &
TOPOGRAPHIC SURVEY PROVIDED BY
LOUCKS, DATED JULY, 2022.
TREE
PRESERVATION
PLAN
L0-1
PARKING STALL COUNT
DISABLED PARKING STALL
MAPLE
TREE (GEN)
ASH
2
LEGEND
CATCH BASIN
STORM SEWER
SANITARY SEWER
WATERMAIN
STORM MANHOLE
SANITARY MANHOLE
HYDRANT
GATE VALVE
SET 1/2 INCH X 14 INCH IRON
MONUMENT, MARKED "LS 48988"
SPOT ELEVATION
SIGN
LIGHT POLE
POWER POLE
CONTOUR
CONCRETE CURB
UNDERGROUND ELECTRIC
CONCRETE
TELEPHONE PEDESTAL
UNDERGROUND TELEPHONE
UNDERGROUND GAS
OVERHEAD UTILITY
CHAIN LINK FENCE
EXISTING BUILDING
RETAINING WALL
NO PARKING
UNDERGROUND FIBER OPTIC
SANITARY SEWER SERVICE
WATER SERVICE
ELECTRIC METER
GAS METER
CONIFEROUS TREE
TREE LINE
PINE
DECIDUOUS TREE
GUY WIRE
1 SCHEDULE B II ITEM
ELECTRIC TRANSFORMER
HAND HOLE
FOUND 1/2 INCH OPEN IRON
MONUMENT UNLESS
SHOWN OTHERWISE
ROOF DRAIN
TIE DISTANCES ARE SHOWN ON
SIDE WITH FEATURE MEASURED
TO PROPERTY LINE4'-0"EXISTING GRADE
TREE PROTECTION NOTE:
INSTALL SNOW FENCE AROUND EACH TREE TO BE PROTECTED PRIOR TO GRADING. FENCE SHALL
BE PLACED AT THE DRIP EDGE OR CRITICAL ROOT ZONES OF THE TREES. FENCING SHALL BE NO
CLOSER THAN 6' TO THE TRUNK OF ANY TREE TO BE PROTECTED. THE PERIMETERS FOR TREES
BEING PROTECTED SHALL BE DESIGNATED AT ALL TIMES DURING CONSTRUCTION ACTIVITY AND
SIGNAGE SHALL BE INSTALLED AT ALL TREE PROTECTION AREAS THAT INSTRUCTS WORKERS TO
STAY OUT. CONTRACTOR SHALL AVOID ALL AREAS WITHIN TREE PROTECTION FENCE. SOIL
SHOULD BE PROTECTED FROM EROSION AND CHANGES IN CHEMISTRY FROM CONCRETE OR
TOXIC MATERIALS SUCH AS FUELS AND PAINTS.
THE CONTRACTOR SHALL HAVE "TREE PAINT" ON SITE AT ALL TIMES. IF AN OAK IS WOUNDED
DURING CONSTRUCTION, THE CONTRACTOR MUST IMMEDIATELY APPLY PAINT TO THE WOUND IN
ORDER TO PREVENT OAK WILT. ALL DAMAGE TO TREES TO BE PROTECTED SHALL BE BROUGHT TO
THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT.DRIP EDGE OF TREE2" X 4" WOOD STAKE,
POSITIONED AS NOTED.
STRING 4' HIGH,
ORANGE POLYETHYLENE
LAMINAR SAFETY
NETTING BETWEEN
WOOD STAKES PLACED
5' ON CENTER AND
PLACED BETWEEN TREE
PROTECTION AND
DISTURBED AREAS.DRIP EDGE OF TREEEXISTING TREE
TO REMAIN
TREE PROTECTION FENCING
1/4" = 1'-0"PROJ-23258A-08
1
SEE L0-2 TREE INVENTORY FOR TABLE
TREE CALIPER CALCULATIONS
TOTAL TREES (in)1233
TOTAL QUALIFYING TREES (in)733
TOTAL QUALIFYING TREES PRESERVED (in)523.5
TOTAL QUALIFYING TREES REMOVED (in)209.5
TREE REMOVAL PERMITTED THRESHOLD (40%)29%
LOUCKS
W:\2023\23258A\cadd Data\LANDSCAPE\_dwg Sheet Files\L0-1 TREE PRESERVATION PLANPlotted: 11 /15 / 2023 10:58 AM7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
CADD files prepared by the Consultant for this project are
instruments of the Consultant professional services for use solely
with respect to this project. These CADD files shall not be used
on other projects, for additions to this project, or for completion
of this project by others without written approval by the
Consultant. With the Consultant's approval, others may be
permitted to obtain copies of the CADD drawing files for
information and reference only. All intentional or unintentional
revisions, additions, or deletions to these CADD files shall be
made at the full risk of that party making such revisions, additions
or deletions and that party shall hold harmless and indemnify the
Consultant from any & all responsibilities, claims, and liabilities.
SUBMITTAL/REVISIONS
PROFESSIONAL SIGNATURE
QUALITY CONTROL
CADD QUALIFICATION
COTTAGE
GROVE
MULTI-FAMILY
6850 E POINT DOUGLAS RD S,
COTTAGE GROVE, MN 55016
ROERS COMPANIES
2 CARLSON PKWY #400,
PLYMOUTH, MN 55447
CITY SUBMITTAL 11/15/2023
C1-1 EXISTING CONDITIONS
C1-2 DEMOLITION PLAN
C2-1 SITE PLAN
C2-2 ACCESSIBLE ROUTE
C2-3 TURNING MOVEMENTS
C3-1 GRADING PLAN
C3-2 SWPPP
C3-3 SWPPP NOTES
C4-1 UTILITY PLAN
C8-1 - C8-3 CIVIL DETAILS
L0-1 TREE PRESERVATION PLAN
L0-2 TREE INVENTORY SCHEDULE
L1-1 LANDSCAPE PLAN
Review Date
SHEET INDEX
License No.
Date
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.
Project Lead
Drawn By
Checked By
Loucks Project No.
Samuel R. Trebesch - PE
56088
023528.0A
SRT
LAH/JDL
SRT
11/15/2023
PRELI
MI
N
A
R
Y
L5-1 LANDSCAPE DETAILS
NAME SPECIES DBH INCH CONDITION CLASSICATION TYPE REMOVED REMAIN NAME SPECIES DBH INCH CONDITION CLASSICATION TYPE REMOVED REMAIN
1 Maple, red 8.0 INCH GOOD SIGNIFICANT HARDWOOD 81 Elm, American 8.5 INCH GOOD SOFTWOOD X
2 Elm, Siberian 8.5 INCH GOOD SOFTWOOD x 82 Catalpa 17.5 INCH FAIR SIGNIFICANT SOFTWOOD X
3 Cottonwood 16.0 INCH GOOD SIGNIFICANT SOFTWOOD x 83 Catalpa 13.5 INCH FAIR SIGNIFICANT SOFTWOOD X
4 Elm, Siberian 9.0 INCH GOOD SOFTWOOD x 84 Cherry, black 6.0 INCH FAIR SIGNIFICANT HARDWOOD X
5 Locust, black 20.0 INCH FAIR HARDWOOD x 85 Locust, black 9.0 INCH FAIR HARDWOOD x
6 Locust, black 12.0 INCH GOOD HARDWOOD x 86 Locust, black 7.5 INCH GOOD HARDWOOD x
7 Locust, black 15.5 INCH FAIR HARDWOOD x 87 Locust, black 10.5 INCH GOOD HARDWOOD x
8 Locust, black 16.0 INCH FAIR HARDWOOD x 88 Elm, American 10.0 INCH GOOD SOFTWOOD x
9 Locust, black 7.5 INCH GOOD HARDWOOD x 89 Ash, green 7.0 INCH GOOD HARDWOOD x
10 Locust, black 9.0 INCH GOOD HARDWOOD x 90 Ash, green 6.0 INCH GOOD HARDWOOD x
11 Locust, black 8.0 INCH FAIR HARDWOOD x 91 Ash, green 7.0 INCH GOOD HARDWOOD X
12 Hackberry 13.5 INCH GOOD SIGNIFICANT HARDWOOD x 92 Locust, black 17.0 INCH GOOD HARDWOOD X
13 Hackberry 7.5 INCH GOOD SIGNIFICANT HARDWOOD x 93 Locust, black 15.0 INCH FAIR HARDWOOD X
14 Ash, green 11.0 INCH FAIR HARDWOOD x 94 Locust, black 8.5 INCH GOOD HARDWOOD X
15 Hackberry 9.5 INCH GOOD SIGNIFICANT HARDWOOD X 95 Locust, black 11.0 INCH GOOD HARDWOOD X
16 Hackberry 10.5 INCH GOOD SIGNIFICANT HARDWOOD X 96 Locust, black 9.0 INCH GOOD HARDWOOD X
17 Elm, American 12.0 INCH GOOD SOFTWOOD x 97 Locust, black 8.0 INCH GOOD HARDWOOD X
18 Hackberry 8.0 INCH GOOD SIGNIFICANT HARDWOOD X 98 Locust, black 9.5 INCH GOOD HARDWOOD X
19 Hickory, bitternut 12.5 INCH GOOD SIGNIFICANT HARDWOOD X 99 Locust, black 6.5 INCH GOOD HARDWOOD X
20 Hackberry 24.5 INCH FAIR SIGNIFICANT HARDWOOD X 100 Locust, black 6.5 INCH GOOD HARDWOOD X
21 Hackberry 8.5 INCH GOOD SIGNIFICANT HARDWOOD X 101 Locust, black 9.0 INCH GOOD HARDWOOD X
22 Elm, American 8.0 INCH GOOD SOFTWOOD X 102 Locust, black 7.5 INCH FAIR HARDWOOD X
23 Oak, bur 9.0 INCH FAIR SIGNIFICANT HARDWOOD X 103 Locust, black 9.0 INCH GOOD HARDWOOD X
24 Locust, black 13.0 INCH GOOD HARDWOOD X 104 Locust, black 7.5 INCH GOOD HARDWOOD X
25 Locust, black 14.0 INCH GOOD HARDWOOD X 105 Locust, black 6.5 INCH GOOD HARDWOOD x
26 Locust, black 11.5 INCH GOOD HARDWOOD X 106 Cottonwood 9.0 INCH GOOD SIGNIFICANT SOFTWOOD x
27 Oak, bur 24.0 INCH GOOD SIGNIFICANT HARDWOOD X 107 Cottonwood 8.5 INCH GOOD SIGNIFICANT SOFTWOOD x
28 Hackberry 10.0 INCH GOOD SIGNIFICANT HARDWOOD X 108 Cottonwood 8.0 INCH GOOD SIGNIFICANT SOFTWOOD x
29 Oak, bur 7.5 INCH GOOD SIGNIFICANT HARDWOOD X 109 Cottonwood 10.0 INCH FAIR SIGNIFICANT SOFTWOOD x
30 Oak, bur 11.5 INCH GOOD SIGNIFICANT HARDWOOD X 110 Cottonwood 9.5 INCH GOOD SIGNIFICANT SOFTWOOD x
31 Oak, bur 8.5 INCH GOOD SIGNIFICANT HARDWOOD X 111 Cottonwood 14.0 INCH GOOD SIGNIFICANT SOFTWOOD x
32 Oak, bur 11.5 INCH GOOD SIGNIFICANT HARDWOOD X 112 Cottonwood 8.5 INCH GOOD SIGNIFICANT SOFTWOOD x
33 Oak, red 12.5 INCH GOOD SIGNIFICANT HARDWOOD X 113 Cottonwood 9.0 INCH GOOD SIGNIFICANT SOFTWOOD x
34 Hackberry 9.0 INCH GOOD SIGNIFICANT HARDWOOD X
35 Hackberry 7.0 INCH GOOD SIGNIFICANT HARDWOOD X
36 Locust, black 15.0 INCH FAIR HARDWOOD X
37 Hackberry 7.0 INCH GOOD SIGNIFICANT HARDWOOD X
38 Hickory, bitternut 7.5 INCH GOOD SIGNIFICANT HARDWOOD X
39 Cottonwood 17.5 INCH FAIR SIGNIFICANT SOFTWOOD X
40 Cottonwood 17.0 INCH FAIR SIGNIFICANT SOFTWOOD X
41 Elm, American 9.0 INCH GOOD SOFTWOOD X
42 Hackberry 12.5 INCH GOOD SIGNIFICANT HARDWOOD X
43 Oak, red 15.0 INCH GOOD SIGNIFICANT HARDWOOD X
44 Hackberry 6.5 INCH GOOD SIGNIFICANT HARDWOOD X
45 Cherry, black 7.0 INCH FAIR SIGNIFICANT HARDWOOD X
46 Oak, red 8.0 INCH GOOD SIGNIFICANT HARDWOOD X
47 Oak, red 16.0 INCH GOOD SIGNIFICANT HARDWOOD X
48 Hackberry 15.0 INCH GOOD SIGNIFICANT HARDWOOD X
49 Oak, bur 23.0 INCH FAIR SIGNIFICANT HARDWOOD X
50 Hackberry 8.5 INCH GOOD SIGNIFICANT HARDWOOD X
51 Locust, black 19.0 INCH GOOD HARDWOOD X
52 Hackberry 8.0 INCH GOOD SIGNIFICANT HARDWOOD X
53 Hackberry 8.0 INCH GOOD SIGNIFICANT HARDWOOD X
54 Basswood 15.5 INCH GOOD SIGNIFICANT HARDWOOD X
55 Locust, black 13.0 INCH FAIR HARDWOOD X
56 Elm, American 9.0 INCH FAIR SOFTWOOD X
57 Hackberry 11.5 INCH GOOD SIGNIFICANT HARDWOOD X
58 Hackberry 8.0 INCH GOOD SIGNIFICANT HARDWOOD X
59 Cherry, black 11.0 INCH FAIR SIGNIFICANT HARDWOOD X
60 Hackberry 6.0 INCH GOOD SIGNIFICANT HARDWOOD X
61 Elm, American 8.5 INCH GOOD SOFTWOOD x
62 Oak, bur 23.0 INCH GOOD SIGNIFICANT HARDWOOD X
63 Oak, bur 24.0 INCH FAIR SIGNIFICANT HARDWOOD X
64 Oak, bur 8.5 INCH FAIR SIGNIFICANT HARDWOOD x
65 Elm, American 10.5 INCH GOOD SOFTWOOD x
66 Hickory, bitternut 14.5 INCH GOOD SIGNIFICANT HARDWOOD x
67 Oak, red 9.5 INCH GOOD SIGNIFICANT HARDWOOD x
68 Elm, American 8.5 INCH GOOD SOFTWOOD x
69 Hackberry 7.5 INCH GOOD SIGNIFICANT HARDWOOD x
70 Hackberry 9.0 INCH FAIR SIGNIFICANT HARDWOOD x
71 Hackberry 7.5 INCH GOOD SIGNIFICANT HARDWOOD x
72 Elm, American 17.0 INCH GOOD SOFTWOOD x
73 Cherry, black 9.0 INCH GOOD SIGNIFICANT HARDWOOD x
74 Hackberry 8.5 INCH GOOD SIGNIFICANT HARDWOOD x
75 Cottonwood 14.0 INCH GOOD SIGNIFICANT SOFTWOOD x
76 Locust, black 7.0 INCH FAIR HARDWOOD x
77 Locust, black 12.5 INCH GOOD HARDWOOD x
78 Hackberry 8.0 INCH GOOD SIGNIFICANT HARDWOOD X
79 Cherry, black 7.0 INCH FAIR SIGNIFICANT HARDWOOD X
80 Hackberry 12.0 INCH GOOD SIGNIFICANT HARDWOOD X
TREE
INVENTORY
SCHEDULE
L0-2
x
QUALIFYING TREE: A HEALTHY TREE MEETING ONE (1) OF THE FOLLOWING DEFINITIONS: A HARDWOOD DECIDUOUS TREE AT
LEAST SIX INCHES (6") DBH, A SOFTWOOD DECIDUOUS TREE AT LEAST EIGHT INCHES (8") DBH, OR A CONIFEROUS TREE AT
LEAST TEN FEET (10') IN HEIGHT, BUT NO TREES CONSISTING OF THE FOLLOWING SPECIES: ANY TREE ON THE MINNESOTA
DEPARTMENT OF NATURAL RESOURCES INVASIVE SPECIES LIST, ASH, OR ELM.
ORNAMENTAL TREE26AUTUMN BRILLIANCESERVICEBERRYB & B, 1.5"CALTHORNLESS HAWTHORNB & B, 1.5"CALHARVEST GOLD CRABAPPLEB & B, 1.5"CALJAPANESE TREE LILACB & B, 1.5"CALSHADE TREE22SKYLINE HONEYLOCUSTB & B, 2.5"CALKENTUCKY COFFEETREEB & B, 2.5"CALBOULEVARD LINDENB & B, 2.5"CALSENTRY LINDENB & B, 2.5"CALVALLEY FORGE ELMB & B, 2.5"CALEVERGREEN TREE15BALSAM FIRB & B, 6` HGTEASTERN RED CEDARB & B, 6` HGTNORWAY PINEB & B, 6` HGTDOUGLAS FIRB & B, 6` HGTSHRUB408NATIVE AND NATIVE CULTIVARSPERENNIAL871NATIVE AND NATIVE CULTIVARSTURF60,149 SFSEED AND/OR SODSTORWATER BASIN SEED MIX7,921 SFMNDOT APPROVEDCONCEPT PLANT SCHEDULE8844785785790
790 7957
9
5
8
0
0
805 786786 787787 788788 789789 791791 792792 7937
9
3 7947
9
4 7967
9
6 7977
9
7 7987987
9
9
801
80
2
803
804 785790795786787788789791792793794796797797798PROPOSEDBUILDINGFFE=807.00GFE=796.33(COORDINATE WITHARCHITECTURAL)88888888888888888 8 8 8 8 8
8
8
8
8
8
8
8
8
8
88888888888888 88888888BASIN 1PNWL=793.00HWL=797.98NO PARKINGNO PARKING800801802805
8
0
5
802803804806807808809807
808
8
0
7
808
810808809811812810
815811812813814816816816800796796797798799801800797798799
801
802
803
80488 88CB-01FE-01PS-01SF-01WL-01SS-01SS-02LS-01PE-01PE-02ST-01ST-01DRAINAGE & UTILITY EASEMENT PERFRATTALONE'S SOUTHPOINT RIDGEDRAINAGE & UTILITY EASEMENT OVERALL OF OUTLOT A PER FRATTALONE'SSOUTHPOINT RIDGEACCESS EASEMENT PERDOC. NO. 1181133DRAINAGE & UTILITY EASEMENT PERFRATTALONE'S SOUTHPOINT RIDGETRAIL EASEMENT PER DOC.NO. 1241542DRAINAGE & UTILITYEASEMENT OVER ALL OFOUTLOT C PERFRATTALONE'SSOUTHPOINT RIDGEPI
P
E
L
I
N
E
E
A
S
E
M
E
N
T
P
E
R
D
O
C
.
N
O
.
1
2
6
9
8
8
7 DRAINAGE & UTILITY EASEMENT PERFRATTALONE'S SOUTHPOINT RIDGELM-01LM-01LS-01PE-03CURBINGSYMBOLDESCRIPTIONDETAILSPEC.MATERIALFINISHCOLOREDGER CURB9/L5-132 16 13CONCRETE- CIPSTANDARDSTANDARDFENCE & GUARDRAILSYMBOLDESCRIPTIONDETAILSPEC.MATERIALFINISHCOLORDOG PARK FENCE7/L5-132 31 19ALUMINUMPOWDER COATBLACKLANDSCAPE MATERIALSSYMBOLDESCRIPTIONDETAILSPEC.MATERIALFINISHCOLORTRAP ROCK6/L5-132 19 13STONEWASHEDNATURALLANDSCAPE SURFACINGSYMBOLDESCRIPTIONDETAILSPEC.MATERIALFINISHCOLORDECOMPOSED GRANITE5/L5-132 32 36DECOMPOSED GRANITESTABILIZEDTBDPLAY EQUIPMENTSYMBOLDESCRIPTIONDETAILSPEC.MATERIALMANUFACTURERMODELTABLE TENNISPRECASTQCPQ-PP3CORNHOLE SETPRECASTQCPQ-CHJUNGLE GYM - SMALLSTEELGAMETIMETBDPLAYGROUND SURFACINGSYMBOLDESCRIPTIONDETAILSPEC.MATERIALTHICKNESSCOLORPLAYGROUND SURFACING10/L5-132 18 16POURED IN PLACE RUBBERSEE MANF.TBDSITE FURNITURESYMBOLDESCRIPTIONDETAILSPEC.MATERIALMANUFACTURERMODELGAS FIRE FEATUREMETAL/CONCRETECUSTOMSITE STRUCTURESYMBOLDESCRIPTIONDETAILSPEC.MATERIALFINISHCOLORSHADE STRUCTURE13 31 00ALUMINUM/WOOD COMPOSITEPOWDERCOATTBDBUILT-IN OUTDOOR GRILLMETALSTONE VENEERTBDSTAIRSSYMBOLDESCRIPTIONDETAILSPEC.MATERIALFINISHCOLORSTAIR8/L5-1CONCRETE - CIPTBDTBDWALLSYMBOLDESCRIPTIONDETAILSPEC.MATERIALFINISHCOLORSEAT WALL11/L5-1CONCRETE - PRECASTTBDTBDCB-01FE-01LM-01LS-01PE-01PE-02PE-03PS-01SF-01SS-01SS-02ST-01WL-01MATERIALS LEGENDLOUCKSW:\2023\23258A\CADD DATA\LANDSCAPE\_dwg Sheet Files\L1-1 LANDSCAPE PLANPlotted: 11 /15 / 2023 1:23 PM
7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.SUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD QUALIFICATIONCOTTAGEGROVEMULTI-FAMILY6850 E POINT DOUGLAS RD S,COTTAGE GROVE, MN 55016ROERS COMPANIES2 CARLSON PKWY #400,PLYMOUTH, MN 55447CITY SUBMITTAL11/15/2023C1-1EXISTING CONDITIONSC1-2DEMOLITION PLANC2-1SITE PLANC2-2ACCESSIBLE ROUTEC2-3TURNING MOVEMENTSC3-1GRADING PLANC3-2SWPPP C3-3SWPPP NOTESC4-1UTILITY PLANC8-1 - C8-3CIVIL DETAILSL0-1TREE PRESERVATION PLANL0-2TREE INVENTORY SCHEDULEL1-1LANDSCAPE PLANReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Professional Engineer under thelaws of the State of Minnesota.Project LeadDrawn ByChecked ByLoucks Project No.Samuel R. Trebesch - PE56088023528.0ASRTLAH/JDLSRT11/15/2023PREL
IM
INARYL5-1LANDSCAPE DETAILSNSCALE IN FEET0####TOLL FREE: 1-800-252-1166TWIN CITY AREA: 651-454-0002Gopher State One CallCALL BEFORE YOU DIG!WARNING:THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLEXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES INMAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 ATLEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES,CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFOREDIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.NOTE:EXISTING CONDITIONS INFORMATIONSHOWN IS FROM A BOUNDARY &TOPOGRAPHIC SURVEY PROVIDED BYLOUCKS, DATED JULY, 2023. LANDSCAPEPLANL1-1TREE REQUIREMENTS:1 PER 40 LINEAR FEET OF SITE PERIMETERSITE PERIMETER = 1942 LFREQUIRED TOTAL TREES = 50REQUIRED CONIFEROUS TREE = 15TOTAL TREES PROPOSED = 50.5(SEE SCHEDULE)SHRUB REQUIREMENTS:1 PER 5 LINEAR FEET OF SITE PERIMETERSITE PERIMETER = 1942 LFREQUIRED SHRUBS = 389 SHRUBS
LOUCKSW:\2023\23258A\CADD DATA\LANDSCAPE\_dwg Sheet Files\L5-1 DETAILSPlotted: 11 /15 / 2023 1:8 PM
7200 Hemlock Lane, Suite 300Maple Grove, MN 55369763.424.5505www.loucksinc.comPLANNINGCIVIL ENGINEERINGLAND SURVEYINGLANDSCAPE ARCHITECTUREENVIRONMENTALCADD files prepared by the Consultant for this project areinstruments of the Consultant professional services for use solelywith respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by theConsultant. With the Consultant's approval, others may bepermitted to obtain copies of the CADD drawing files forinformation and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additionsor deletions and that party shall hold harmless and indemnify theConsultant from any & all responsibilities, claims, and liabilities.SUBMITTAL/REVISIONSPROFESSIONAL SIGNATUREQUALITY CONTROLCADD QUALIFICATIONCOTTAGEGROVEMULTI-FAMILY6850 E POINT DOUGLAS RD S,COTTAGE GROVE, MN 55016ROERS COMPANIES2 CARLSON PKWY #400,PLYMOUTH, MN 55447CITY SUBMITTAL11/15/2023C1-1EXISTING CONDITIONSC1-2DEMOLITION PLANC2-1SITE PLANC2-2ACCESSIBLE ROUTEC2-3TURNING MOVEMENTSC3-1GRADING PLANC3-2SWPPP C3-3SWPPP NOTESC4-1UTILITY PLANC8-1 - C8-3CIVIL DETAILSL0-1TREE PRESERVATION PLANL0-2TREE INVENTORY SCHEDULEL1-1LANDSCAPE PLANReview DateSHEET INDEXLicense No.Date I hereby certify that this plan, specification or report wasprepared by me or under my direct supervision and thatI am a duly Licensed Professional Engineer under thelaws of the State of Minnesota.Project LeadDrawn ByChecked ByLoucks Project No.Samuel R. Trebesch - PE56088023528.0ASRTLAH/JDLSRT11/15/2023PREL
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INARYL5-1LANDSCAPE DETAILSLANDSCAPEDETAILSL5-1 2x ROOT BALL WIDTHSET PLANT ON UNDISTRUBED NATIVE SOILSCARIFY BOTTOM AND SIDES OF HOLE PRIORTO PLANTINGEDGE CONDITION VARIESWOOD STAKEBACKFILL WITH IN SITU TOPSOILMULCH - 4" DEEP. NO MULCH IN CONTACT WITHTRUNK - SEE NOTES OR SPECS.ROOT FLARE EVEN WITH OR JUST ABOVE GRADESAFETY FLAGGING - ONE PER WIRETREE WRAP TO FIRST BRANCH16"X2" POLYPROPYLENE OR POLYETHYLENE STRAPNOTES:1.THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING ALL TREES IN A PLUMBPOSITION THROUGH THE WARRANTYPERIOD. STAKING IS SUGGESTED, BUT NOTREQUIRED. ANY STAKING MUST CONFORMWITH PRACTICES AS DEFINED IN A.N.A.GUIDELINES FOR STANDARD PRACTICES.2.PRUNE DAMAGED AND CROSSINGBRANCHES AFTER PLANTING IS COMPLETE.3.CUT BACK WIRE BASKET.4.WATER TREE THOROUGHLY DURINGPLANTING OPERATIONS. PLACE BACKFILL IN8-12" LIFTS AND SATURATE SOIL WITHWATER. DO NOT COMPACT MORE THANNECESSARY TO MAINTAIN PLUMB.5.CONTRACTOR IS RESPONSIBLE FORTESTING PERCOLATION RATES PRIOR TOPLANTING. NOTIFY LANDSCAPE ARCHITECTIMMEDIATELY IF POOR DRAINAGE EXISTS.PLANTING - DECIDUOUS TREE3/4" = 1'-0"CUT ROPES AND EXPOSE TOP 1/3 OF BURLAP BALL.REMOVE NON-BIODEGRADABLE MATERIAL.PROJ-23258A-0312 x ROOT BALL WIDTHNOTES:1.THE CONTRACTOR IS RESPONSIBLE FORMAINTAINING ALL TREES IN A PLUMBPOSITION THROUGH THE WARRANTYPERIOD. STAKING IS SUGGESTED, BUT NOTREQUIRED. ANY STAKING MUST CONFORMWITH PRACTICES AS DEFINED IN A.N.A.GUIDELINES FOR STANDARD PRACTICES.2.PRUNE ANY DAMAGED BRANCHES AFTERPLANTING IS COMPLETE.3.WATER TREE THOROUGHLY DURINGPLANTING OPERATIONS. PLACE BACKFILL IN8-12" LIFTS AND SATURATE SOIL WITHWATER. DO NOT COMPACT MORE THANNECESSARY TO MAINTAIN PLUMB.4.CONTRACTOR IS RESPONSIBLE FORTESTING PERCOLATION RATES PRIOR TOPLANTING. NOTIFY LANDSCAPE ARCHITECTIMMEDIATELY IF POOR DRAINAGE EXISTS.PLANTING - CONIFEROUS TREE3/4" = 1'-0"SET PLANT ON UNDISTRUBED NATIVE SOILSCARIFY BOTTOM AND SIDES OF HOLE PRIORTO PLANTINGEDGE CONDITION VARIESWOOD STAKEBACKFILL WITH IN SITU TOPSOILMULCH - 4" DEEP. NO MULCH IN CONTACT WITHTRUNK - SEE NOTES OR SPECS.SAFETY FLAGGING - ONE PER WIRE16"X2" POLYPROPYLENE OR POLYETHYLENE STRAPCUT ROPES AND EXPOSE TOP 1/3 OF BURLAP BALL.REMOVE NON-BIODEGRADABLE MATERIAL.2PROJ-23258A-10VARIESSEE SCHEDULE FOR SPACINGNOTE:LOOSEN ROOTS OF PLANTMATERIAL PRIOR TO PLANTINGBUILDING WALL (TYP)12" DEPTH (MIN) LOAM PLANTING SOILSEE NOTESEDGE VARIES - REFER TO PLANEDGING MATERIAL - SEE NOTESMULCH - 3" MIN. DEPTH - SEE NOTESPLANTING - PERENNIAL1" = 1'-0"PROJ-23258A-013NOTES:LOOSEN ROOTS OF ALL CONTAINERIZEDPLANTS. SCARIFY BOTTOM AND SIDESOF HOLE PRIOR TO PLANTINGBUILDING WALL (TYP)EDGE VARIES - REFER TO PLANEDGING MATERIAL - SEE NOTES OR SPEC.LANDSCAPE FABRIC - SEE NOTES OR SPEC.MULCH - 3" DEPTH - SEE NOTES OR SPEC.PLANTING SOIL - SEE NOTES OR SPEC.SHRUBS TO BE PLACED SO THAT TOP OFCONTAINER SITS FLUSH WITH PROPOSED GRADEPLANTING - SHRUB1" = 1'-0"REFER TO SCHEDULE18" MIN.PROJ-23258A-024EDGE RESTRAINT W/ OVERLAPPING JOINTS;SEE SCHEDULE2" DECOMPOSED GRANITE - SECOND LIFT2" DECOMPOSED GRANITE - FIRST LIFTFILTER FABRIC, SEE SPECS - WRAP SIDESAND BOTTOM BETWEEN FIRST LIFT ANDCOMPACTED SOIL4"-6" COMPACTED BASE COURSENOTE: EACH LIFT OF DECOMPOSED GRANITESHALL BE DAMPENED, ROLLED, ANDCOMPACTED AS SPECIFIED; DECOMPOSEDGRANITE SHALL BE STABLIZED WITHSTABILIZING BINDER ACCORDING TOMANUFACTURER'S INSTRUCTIONSLS-01 - DECOMPOSED GRANITE 1 1/2" = 1'-0"5PROJ-23258A-11ROCK MULCH AT 4" MIN. DEPTH; EXPOSE NOFABRIC ; SEE SCHEDULE FOR COLORWOVEN GEOTEXTILE FABRIC. OVERLAP 6" MINIMUM;SECURE IN PLACE WITH POLY FABRIC STAPLESPREPARED SUBGRADELM-01 - ROCK MULCH1 1/2" = 1'-0"PROJ-23258A-066ST-01 - STAIR WITH FOOTINGS3/8" = 1'-0"LENGTH VARIES -SEE PLAN1/2" RADIUS BEVEL ON ALL RISERS#4 NOSING, TYP. - 2" MIN CLEARANCE TO ALL EDGESMAINTAIN 2" MIN. CLEARANCE TO ALL EDGESADJACENT PAVING PER PLAN1'-2"1/2",TYP.HEIGHT VARIES;
SEE PLAN
6"
6"
FROST DEPTH
1'-0"1'-0"2'-0"1/2 EXPANSION JOINT, TYP. @ TOP AND BOTTOMOF STAIRSCONCRETE FOOTINGMN DOT CLASS 5 AGGREGATE BASE 6" MIN, TYP.APPROVED SUBGRADE#4 DWL @ 16" O.C.(12" X 36"), TYP.(2) #5 REBAR CONT.,TYP.#4 REBAR @ 18" O.C.3'-0"1'-0"1'-0",TYP.1 TREADVARIES - SEE PLANNOTES:1.SHOP DRAWINGS REQUIRED FOR HANDRAILAND MOUNTING CONNECTIONS.2.DRAWINGS TO BE APPROVED BY LANDSCAPEARCHITECT.3.CONTRACTOR RESPONSIBLE FOR MEETINGHANDRAIL REQUIREMENTS ANDCOORDINATING WITH ASSOCIATED TRADES.4.REFER TO GRADING PLANS FOR ELEVATIONS5.REFER TO PLANS FOR SPECIFIC STAIRCASEDIMENSIONS AND SURROUNDINGCONDITIONSINSET 'A'4"SUBMIT BASE PLATESAMPLE FOR APPROVALCORE DRILL AND EPOXYGROUT RAILING POSTMETAL HANDRAILREFER TO 'INSET' AR1"R1"POST SPACING5' MAXSTAIRFOOTING, SEEDETAIL3/4" X 2" GALVANIZED METAL,EASE CORNERS 1/16" R.3/4" x 2" VERTICALSTEEL BAR POST TOMATCHJOINTS TO OCCURAT ENDS, ANDINSIDE CORNERSOF INTERMEDIATESUPPORT POSTS.8"R1"1'-0",TYP.ADJACENTPAVINGPER PLAN#4 REBAR @ 12" O.C.LAP 18",
TYP.COMPACTED FREE DRAINING AGGREGATE#4 REBAR @ 16" O.C.,TYP.#4 REBAR @ 12" O.C.8PROJ-23258A-076"CB-01 - EDGER CURB1 1/2" = 1'-0"CONCRETE CURB WITH WIRE MESH REINFORCEMENT.COMPACTED OR UNDISTURBED SUBGRADE4" GRANULAR FILL SUBGRADE3"
1'-0"5L5-1LS-01 - DECOMPOSED GRANITE1/2"9PROJ-23258A-09PS-01 - RUBBERIZED SURFACING3/4" = 1'-0"EPDM WEAR SURFACESBR SUBSTRATE4" THICK CONCRETEEXPANSION JOINT; 10' O.C. MAXADJCACENT CONCRETE PAVING PER PLAN6" GRANULAR FILL SUBBASEUNDISTURBED OR COMPACTED SUBBASENOTE:RESILIENT SURFACE THICKNESS VARIESBY CRITICAL FALL HEIGHT OF EQUIPMENT;SEE PLANPROJ-23258A-1210NOTES:VARIES - SEE PLAN5' -0"4'-0"3 3/4"2"3. CONTRACTOR TO VERIFY UTILITY LOCATIONSAND FIELD ALTER POST LOCATIONS AS NEEDED.10"2. COLOR TO BE BLACK 'NO MAR' POLYESTER FINISH1. CONFIRM POST SIZES WITHMANUFACTURER'S WIND LOADING CHARTS1 3/4" FORERUNNER RAIL1" X 14 GA. SQUARE PICKETCONFIRM POST SIZE WITH MNFR.1 3/4" FORERUNNER RAILEXTEND CONCRETE FOOTING TO BELOW FROSTDEPTHFE-01 - DECORATIVE FENCE3/8" = 1'-0"7PROJ-23258A-15WL-1 - PRECAST SEATWALL1" = 1'-0"18"W X 18"H PRECAST BENCH6" STANDARD CONCRETE W/ #4 @ 16" O.C. EAWAY, CENTEREDCOMPACTED AGGREGATE BASE; SEE CIVILSTN. STL DOWELS,(2) PER SECTION. EPOXY SEALEDNOTES:1.COLOR AND FINISH; PER MATERIALSSCHEDULE2.SUBMIT COLOR & FINISH SAMPLESFOR APPROVAL.5L5-11'-5"PROJ-23258A-2111
Page 1 of 1Date:10/16/2023DISCLAIMER: Based on the information provided, all dimensions and luminaire locationsshown represent recommended positions. Actual performance of any manufacturer's luminairesmay vary due to changes in electrical voltage, tolerance in LEDs and othervariable field conditions. Calculations do not include obstructions such as buildings,curbs, landscaping or any other architectural elements unless noted.Fixture nomenclature to be finalized by engineer and/or architect.This drawings is for photometric evaluation purposes only andshould not be used as a construction document or as a final documentfor ordering product.Designed By: K. TomczakCottage Grove ApartmentsChecked By: Rick RoelofsScale: 1" = 30'Luminaire ScheduleSymbolQtyLabelMountingHeightLum. WattsLLFDescriptionCalculation SummaryProject: CalculationsLabelUnitsAvgMaxMinAvg/MinMax/MinParking LotFc1.946.90.53.8813.8010B530.30.900PBL-60-14L-600-NW-G2-3-UNV3P120136.20.900OPF-S-A07-740-T4W1P22090.680.900OPF-S-A04-740-T5W1P32063.590.900OPF-S-A03-740-T3M21281343334910922RIM= ???MH #120RIM= ???MH #121TW=805.13TW=805.50TW=798.00TW=812.55TW=803.44TW=799.00BW=805.13BW=797.00BW=798.00BW=798.00BW=798.50BW=799.00785785790790795795800805786786787787788788789789791791792792793793794794796796797797798798799801802803804806785790795786787788789791792793794796797797798P2P1BBBBBBBBP3P1P1BB0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.80.90.90.90.80.80.80.00.80.00.50.40.30.20.10.10.10.90.10.00.50.30.20.20.20.2 0.70.10.90.00.00.00.00.00.00.00.10.20.10.50.51.60.20.00.00.60.10.20.40.71.01.21.31.21.10.10.50.65.22.68.10.50.10.10.10.30.00.60.60.70.81.01.21.30.20.00.00.00.00.00.00.00.07.00.01.30.00.00.00.00.00.00.00.05.10.00.00.00.00.00.00.01.61.10.02.19.50.30.00.00.10.00.30.00.31.00.60.30.20.10.10.00.00.00.00.00.00.00.00.00.01.40.00.00.10.00.00.00.00.00.0 0.10.00.10.00.00.00.00.00.00.00.01.50.00.40.71.21.61.92.40.12.20.01.00.60.30.10.10.10.12.60.21.51.93.04.24.43.41.80.00.40.30.10.10.10.00.00.0 0.81.30.10.00.00.00.00.00.11.00.50.6 3.61.80.10.10.10.10.20.00.21.70.20.00.10.10.20.40.70.21.52.31.81.61.30.90.60.40.31.20.00.10.00.00.00.00.00.00.10.00.10.00.00.00.00.64.10.50.00.70.00.00.00.00.00.00.00.10.10.013.92.88.22.90.20.10.10.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.10.00.10.01.91.61.20.90.60.3 2.00.11.80.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.02.10.00.00.00.00.00.00.01.21.60.00.00.01.41.00.60.30.20.1 2.60.02.80.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.02.00.30.00.30.00.61.11.61.92.40.01.70.00.40.81.31.51.82.00.02.00.01.20.50.30.20.10.10.02.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.41.11.51.71.92.01.81.60.00.80.00.20.10.10.10.00.00.01.20.00.00.00.00.00.00.00.00.60.00.00.00.00.00.00.00.00.00.00.00.20.02.33.96.06.84.81.7 1.20.30.90.10.10.00.00.00.00.00.71.10.00.00.00.00.00.00.01.62.60.01.40.20.10.20.30.40.51.14.00.30.40.50.60.91.21.50.02.90.04.02.61.20.50.30.10.12.00.00.00.00.00.00.00.00.00.20.00.0 0.00.00.21.60.50.50.20.00.00.00.01.20.70.40.20.10.1 3.80.04.40.00.00.00.00.00.00.00.03.60.00.00.00.00.00.10.22.20.30.00.30.51.01.41.82.74.03.20.05.12.00.70.40.20.10.10.00.03.70.00.00.00.00.00.00.00.115.60.00.00.00.00.00.22.36.62.05.80.80.30.40.71.11.62.20.07.70.10.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.20.00.20.20.30.40.40.20.00.20.00.20.10.10.10.00.00.00.20.10.10.20.10.10.10.10.10.00.10.10.00.00.00.00.00.0 0.10.00.00.00.00.00.00.00.00.10.00.1 0.00.00.00.00.00.00.00.00.00.00.00.01.30.50.20.10.10.0 6.90.06.20.00.00.00.00.00.00.10.00.20.00.00.19.74.50.49.53.90.30.00.30.50.81.21.72.54.32.00.40.01.23.90.35.01.10.1 0.00.20.00.81.11.52.03.13.83.70.10.00.00.00.00.00.00.00.00.30.00.00.00.00.00.00.00.00.00.01.50.00.00.00.00.00.11.5 0.00.70.00.10.10.10.20.40.71.20.40.00.00.00.00.00.00.00.00.00.04.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.60.00.00.00.00.00.00.00.00.40.00.10.06.36.34.21.50.50.20.00.10.0 0.00.00.00.00.00.00.02.40.10.60.00.10.10.10.20.40.5 0.10.80.00.50.50.40.30.20.10.10.70.02.20.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.10.10.00.00.00.00.00.40.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.10.00.30.00.00.00.00.00.00.00.00.90.90.20.50.40.10.10.20.10.60.2 1.11.31.51.31.20.90.50.10.30.10.90.00.00.00.00.00.0 0.00.00.00.10.20.61.00.70.60.20.00.00.00.00.00.00.00.00.00.00.01.10.00.00.00.00.00.00.00.00.00.70.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.41.11.31.51.51.31.11.10.00.60.00.20.10.10.00.00.00.00.90.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.60.00.40.50.60.50.60.60.00.60.00.60.50.50.50.30.20.10.60.70.80.80.81.01.01.00.90.00.80.50.60.40.20.10.10.00.00.80.00.00.00.00.00.00.00.00.60.00.5 0.00.00.00.10.20.40.60.00.00.01.90.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.00.01.00.70.40.30.10.10.00.01.80.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.60.00.40.00.00.00.00.00.00.00.03.92.72.73.12.72.01.71.80.12.80.3 4.64.63.72.51.71.20.81.02.10.11.42.21.81.51.30.90.6 1.90.21.60.10.00.00.00.00.00.00.40.50.10.00.00.00.10.10.22.20.30.01.11.81.10.80.91.21.40.31.70.00.00.30.50.91.52.30.02.40.01.51.51.72.12.93.63.52.90.00.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.0 0.10.00.10.00.00.00.00.00.00.30.00.00.00.00.00.00.00.00.00.10.00.00.00.10.10.10.10.10.10.00.10.00.00.00.00.00.00.0 0.00.10.00.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.40.00.10.10.20.20.30.4 0.00.30.00.40.40.30.30.30.40.30.30.00.10.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.00.00.00.00.00.00.00.00.10.00.00.00.10.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.20.00.00.00.00.00.00.00.00.20.10.00.00.00.00.10.10.20.20.2 0.20.20.20.20.20.20.20.00.10.10.30.00.00.00.00.00.10.00.10.00.10.10.10.21.40.60.00.10.01.80.70.40.20.20.10.10.00.00.60.00.00.00.00.00.00.00.00.00.20.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.30.91.51.82.63.74.73.10.00.72.10.20.10.10.00.00.00.01.40.82.60.30.50.91.21.10.9 0.10.70.11.21.51.81.91.71.20.60.70.00.00.00.00.00.00.00.00.20.00.10.00.00.00.00.00.00.10.03.10.10.10.10.10.10.20.50.34.50.01.20.50.50.81.31.70.11.40.02.50.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.00.70.01.21.72.02.73.95.1 10.81.51.10.30.20.10.10.00.00.03.40.00.10.00.00.00.00.00.02.10.00.00.00.00.00.00.00.10.10.01.90.32.21.51.41.71.92.30.02.80.00.80.40.20.10.10.10.02.70.00.00.00.00.00.00.00.00.20.00.0 0.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.40.00.90.00.00.00.00.00.00.00.01.00.00.10.10.10.10.10.20.20.80.01.62.03.15.16.55.72.30.60.15.36.76.12.50.90.40.20.00.11.70.00.00.00.00.00.00.00.10.00.10.00.00.00.00.00.03.20.02.00.00.10.10.23.61.61.20.00.00.60.40.00.00.00.00.00.0 0.00.00.00.70.80.90.91.11.41.70.00.00.60.20.10.10.00.00.00.00.03.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.10.00.00.00.00.00.00.40.50.00.00.20.83.32.61.91.51.10.80.00.30.00.10.10.00.00.00.00.02.80.50.40.34.34.84.84.12.81.9 2.20.81.80.30.10.10.00.00.00.01.30.50.00.00.00.00.00.00.03.20.00.00.81.21.72.01.91.51.50.02.70.60.81.11.21.21.21.30.02.00.03.84.54.43.62.51.71.21.60.00.70.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.10.01.41.41.10.80.50.2 1.30.11.30.00.00.00.00.00.00.00.10.50.50.00.00.00.00.00.21.40.30.00.60.81.01.01.01.11.20.21.00.90.80.91.01.21.41.60.01.40.80.50.20.10.10.10.00.01.60.00.00.00.00.00.00.00.00.90.00.9 0.00.10.20.20.30.40.60.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.51.01.21.51.61.92.22.20.01.60.01.10.80.50.30.20.10.11.90.00.20.10.10.00.00.00.00.00.01.00.00.00.00.00.00.00.00.01.30.00.30.30.40.50.70.90.41.20.7 1.51.61.71.51.41.41.30.01.1Parking LotIlluminance (Fc)Average = 1.94Maximum = 6.9Minimum = 0.5Avg/Min Ratio = 3.88Max/Min Ratio = 13.80
kaas wilson architects
COTTAGE GROVE APARTMENTSCOVER
0.0 10/30/2023
COTTAGE GROVE APARTMENTS
10/30/2023
CONTENTS
COVER 0.0
AREA PLAN 2.0
SITE PLAN 2.1
SUN STUDY 2.2
FLOOR PLANS - LEVEL -1 (LOWER GARAGE) 3.0
FLOOR PLANS - LEVEL 1 (UPPER GARAGE) 3.1
FLOOR PLANS - LEVEL 2-6 3.2
RENDERINGS - Entry View 5.0
RENDERINGS - Southwest View 5.1
RENDERINGS - West Courtyard View 5.2
RENDERINGS - CONTEXT VIEWS 5.3
EXTERIOR MATERIALS 6.0
EXTERIOR ELEVATIONS 6.1
EXTERIOR ELEVATIONS 6.2
EXTERIOR ELEVATIONS 6.3
PROJECT DATA 9.0
PROPOSED SITE0
kaas wilson architects
200'400'
COTTAGE GROVE APARTMENTSAREA PLAN
2.0 10/30/2023
1" = 200'-0"1 Area Plan
1 BUILDING ENTRANCE
2 UPPER GARAGE ENTRANCE
3 LOWER GARAGE ENTRANCE
SITE PLAN KEY
4 COURTYARD AMENITY
5 DOG RUN
6 STORMWATER RETENTION
7 TRASH STAGING
APART
M
E
N
T B
UILDIN
G
6 ST
O
RIES
(5
W
O
O
D FRA
M
E, 2 P
O
DIU
M)
144 U
NITS
POND
MAINTENANCE
EASEMENT
GAS LINE
EASEMENT
PIPELINE
ACCESS
GATES
1
4
3
2
TRAIL
CONNECTION
5
6
7
0
kaas wilson architects
64'128'
COTTAGE GROVE APARTMENTSSITE PLAN
2.1 10/30/2023
PARKING
Level Type Count
Level -1 GARAGE 82
Level 1 GARAGE 52
Level 1 Surface 82
216
1/64" = 1'-0"1 SD Site Plan
kaas wilson architects
COTTAGE GROVE APARTMENTSSUN STUDY
2.2 10/30/2023
27,892 ft²
Lower Parking Garage
384 ft²
Core
MECH
MECHUTILITYMECHLOWER GARAGE
ENTRANCE
210 ft²
Stair
210 ft²
Stair
6.1
1
6.21
6.2 2
A5002
A501
1
A501 2
A502
2
0
kaas wilson architects
32'64'
COTTAGE GROVE APARTMENTSFLOOR PLANS - LEVEL -1 (LOWER GARAGE)
3.0 10/30/2023
1/32" = 1'-0"1 Level -1
PARKING
Level Type Count
Level -1 GARAGE 82
Level 1 GARAGE 52
Level 1 Surface 82
216
UNIT MIX - GROSS AREA
Name Count
Unit Gross
Area
%Main Floor
0 BR (Studio)
Unit 0-0 10 497 ft² 7%
10 7%
1BR
Unit 1-1 50 733 ft² 35%
Unit 1-4 1 718 ft² 1%
51 35%
1BR +D
Unit 1D-1 10 804 ft² 7%
10 7%
2BR
Unit 2-2 10 1,230 ft² 7%
Unit 3-0 40 954 ft² 28%
Unit 3-5 1 939 ft² 1%
51 35%
3BR
Unit 3-2 20 1,339 ft² 14%
Unit 3-4 2 1,278 ft² 1%
22 15%
Grand
total 144 100%
UPPER
GARAGE
ENTRY
BUILDING
ENTRY
COURTYARD
AMENITY
1,050 ft²
Fitness / Yoga
17,140 ft²
Upper Parking Garage
641 ft²
CoreTRASH
STAGING
LOWER
GARAGE
ENTRY
1,120 ft²
Game Room
1,156 ft²
Community Room
599 ft²
Leasing / Mail
1,010 ft²
Lobby
BIKES
276 ft²
Stair
210 ft²
Stair
6.1
1
6.21
6.3 3
6.3
1
6.3
2
6.1
2
6.2 2
718 ft²
Unit 1-4
939 ft²
Unit 3-5
DOG RUN
1,278 ft²
Unit 3-4
1,278 ft²
Unit 3-4
A500
1
A5002
A501
1
A501 2
A502
1
3
2
A830
2
A8301
0
kaas wilson architects
32'64'
COTTAGE GROVE APARTMENTSFLOOR PLANS - LEVEL 1 (UPPER GARAGE)
3.1 10/30/2023
1/32" = 1'-0"1 Level 1
PARKING
Level Type Count
Level -1 GARAGE 82
Level 1 GARAGE 52
Level 1 Surface 82
216
UNIT MIX - GROSS AREA
Name Count
Unit Gross
Area
%Main Floor
0 BR (Studio)
Unit 0-0 10 497 ft² 7%
10 7%
1BR
Unit 1-1 50 733 ft² 35%
Unit 1-4 1 718 ft² 1%
51 35%
1BR +D
Unit 1D-1 10 804 ft² 7%
10 7%
2BR
Unit 2-2 10 1,230 ft² 7%
Unit 3-0 40 954 ft² 28%
Unit 3-5 1 939 ft² 1%
51 35%
3BR
Unit 3-2 20 1,339 ft² 14%
Unit 3-4 2 1,278 ft² 1%
22 15%
Grand
total 144 100%
1,230 ft²
Unit 2-2
804 ft²
Unit 1D-1
497 ft²
Unit 0-0
954 ft²
Unit 3-0
954 ft²
Unit 3-0
1,339 ft²
Unit 3-2
1,339 ft²
Unit 3-2
276 ft²
Stair
733 ft²
Unit 1-1
733 ft²
Unit 1-1
733 ft²
Unit 1-1
733 ft²
Unit 1-1
954 ft²
Unit 3-0
954 ft²
Unit 3-0
733 ft²
Unit 1-1
1,230 ft²
Unit 2-2
804 ft²
Unit 1D-1
497 ft²
Unit 0-0
954 ft²
Unit 3-0
954 ft²
Unit 3-0
1,339 ft²
Unit 3-2
1,339 ft²
Unit 3-2
276 ft²
Stair
733 ft²
Unit 1-1
733 ft²
Unit 1-1
733 ft²
Unit 1-1
733 ft²
Unit 1-1
954 ft²
Unit 3-0
954 ft²
Unit 3-0
733 ft²
Unit 1-1
6.1
1
6.21
6.3 3
6.3
1
6.3
2
6.1
2
6.2 2
A500
1
A5002
A501
1
A501 2
A502
1
3
2
0
kaas wilson architects
32'64'
COTTAGE GROVE APARTMENTSFLOOR PLANS - LEVEL 2-6
3.2 10/30/2023
1/32" = 1'-0"1 Level 2
PARKING
Level Type Count
Level -1 GARAGE 82
Level 1 GARAGE 52
Level 1 Surface 82
216
UNIT MIX - GROSS AREA
Name Count
Unit Gross
Area
%Main Floor
0 BR (Studio)
Unit 0-0 10 497 ft² 7%
10 7%
1BR
Unit 1-1 50 733 ft² 35%
Unit 1-4 1 718 ft² 1%
51 35%
1BR +D
Unit 1D-1 10 804 ft² 7%
10 7%
2BR
Unit 2-2 10 1,230 ft² 7%
Unit 3-0 40 954 ft² 28%
Unit 3-5 1 939 ft² 1%
51 35%
3BR
Unit 3-2 20 1,339 ft² 14%
Unit 3-4 2 1,278 ft² 1%
22 15%
Grand
total 144 100%
kaas wilson architects
COTTAGE GROVE APARTMENTSRENDERINGS - Entry View
5.0 10/30/2023
kaas wilson architects
COTTAGE GROVE APARTMENTSRENDERINGS - Southwest View
5.1 10/30/2023
kaas wilson architects
COTTAGE GROVE APARTMENTSRENDERINGS - West Courtyard View
5.2 10/30/2023
kaas wilson architects
COTTAGE GROVE APARTMENTSRENDERINGS - CONTEXT VIEWS
5.3 10/30/2023
kaas wilson architects
COTTAGE GROVE APARTMENTSEXTERIOR MATERIALS
6.0 10/30/2023
EXTERIOR MATERIALS
Material Mark Description Image
4.1 Manufactured Stone Veneer - Color:
Platinum Prostack Lite MN
4.2 Architectural Concrete Block - Split Face -
Color: Cream
7.1 Fiber Cement Panel - Color: Quarry Gray
7.2 Fiber Cement Panel - Color: Iron Gray
EXTERIOR MATERIALS
Material Mark Description Image
7.3 Fiber Cement Lap Siding - Alternating
4/4/8 - Color: Iron Gray
7.4 Fiber Cement Lap Siding - 6" Horizontal -
Color: SW6356 Copper Mountain
8.1 Window Glazing
EXTERIOR MATERIALS -TOTAL BUILDING
CLASS 1: 33,047 SF (47%)
STONE: 12,432 SF (17%)
GLASS: 20,615 SF (30%)
CLASS 2: 37,331 SF (53%)
SPECIALTY BLOCK: 9,956 SF (10%)
CEMENT BOARD: 27,375 SF (53%)
Level 2
112'-0"
Level 3
123'-1 7/8"
Level 1
100'-0"
Level 4
134'-3 3/4"
Level 5
145'-5 5/8"
Level 6
156'-7 1/2"
Truss Bearing
165'-8 5/8"
AVERAGE GRADE PLANE
7.2
4.2
7.1
4.1
7.4
7.3
67'-5 7/8"MATERIAL AREAS -SOUTH ELEVATION
CLASS 1: 6,389 SF (48%)
STONE: 2,358 SF (18%)
GLASS: 4,031 SF (30%)
CLASS 2: 6,957 SF (52%)
SPECIALTY BLOCK: 2,480 SF (19%)
CEMENT BOARD: 4,477 SF (33%)
Level 2
112'-0"
Level 3
123'-1 7/8"
Level 1
100'-0"
Level 4
134'-3 3/4"
Level 5
145'-5 5/8"
Level 6
156'-7 1/2"
Truss Bearing
165'-8 5/8"
4.1
7.1
7.4
7.27.3
MATERIAL AREAS - NORTH ELEVATION
CLASS 1: 5,558 SF (51%)
STONE: 2,387 SF (18%)
GLASS: 3,171 SF (30%)
CLASS 2: 5,279 SF (49%)
SPECIALTY BLOCK: 0 SF (0%)
CEMENT BOARD: 5,279 SF (33%)
kaas wilson architects
COTTAGE GROVE APARTMENTSEXTERIOR ELEVATIONS
6.1 10/30/2023
1" = 20'-0"1 Elevation - South
1" = 20'-0"2 Elevation - North
Level 2
112'-0"
Level 3
123'-1 7/8"
Level 1
100'-0"
Level 4
134'-3 3/4"
Level 5
145'-5 5/8"
Level -1
88'-8"
Level 6
156'-7 1/2"
Truss Bearing
165'-8 5/8"67'-5 7/8"AVERAGE GRADE PLANE
7.1 7.4 7.2 7.3
4.1
7.1
4.2MATERIAL AREAS - EAST ELEVATION
CLASS 1: 6,808 SF (48%)
STONE: 2,558 SF (18%)
GLASS: 4,250 SF (30%)
CLASS 2: 7,394 SF (52%)
SPECIALTY BLOCK: 2,628 SF (19%)
CEMENT BOARD: 4,766 SF (33%)
Level 2
112'-0"
Level 3
123'-1 7/8"
Level 1
100'-0"
Level 4
134'-3 3/4"
Level 5
145'-5 5/8"
Level 6
156'-7 1/2"
Truss Bearing
165'-8 5/8"57'-0 5/8"4.2
4.1
7.4
7.1
7.27.3
MATERIAL AREAS - WEST ELEVATION
CLASS 1: 4,436 SF (51%)
STONE: 2,068 SF (24%)
GLASS: 2,368 SF (27%)
CLASS 2: 4,289 SF (49%)
SPECIALTY BLOCK: 1,522 SF (17%)
CEMENT BOARD: 2,767 SF (32%)
kaas wilson architects
COTTAGE GROVE APARTMENTSEXTERIOR ELEVATIONS
6.2 10/30/2023
1" = 20'-0"1 Elevation - East
1" = 20'-0"2 Elevation - West
Level 2
112'-0"
Level 3
123'-1 7/8"
Level 1
100'-0"
Level 4
134'-3 3/4"
Level 5
145'-5 5/8"
Level 6
156'-7 1/2"
Truss Bearing
165'-8 5/8"
4.1
4.2
7.1
7.4
7.1
7.27.3
MATERIAL AREAS - COURTYARD SOUTH ELEVATION
CLASS 1: 3,995 SF (46%)
STONE: 1,254 SF (14%)
GLASS: 2,741 SF (32%)
CLASS 2: 4,738 SF (54%)
SPECIALTY BLOCK: 980 SF (11%)
CEMENT BOARD: 3,758 SF (43%)
Level 2
112'-0"
Level 3
123'-1 7/8"
Level 1
100'-0"
Level 4
134'-3 3/4"
Level 5
145'-5 5/8"
Level 6
156'-7 1/2"
Truss Bearing
165'-8 5/8"
4.2
4.1
7.1
7.4
7.1
7.2 7.3
MATERIAL AREAS - COURTYARD NORTH ELEVATION
CLASS 1: 3,531 SF (40%)
STONE: 1,254 SF (14%)
GLASS: 2,277 SF (26%)
CLASS 2: 5,208 SF (60%)
SPECIALTY BLOCK: 1,450 SF (17%)
CEMENT BOARD: 3,758 SF (43%)
Level 2
112'-0"
Level 3
123'-1 7/8"
Level 1
100'-0"
Level 4
134'-3 3/4"
Level 5
145'-5 5/8"
Level 6
156'-7 1/2"
Truss Bearing
165'-8 5/8"
4.2
7.1 7.4
7.2
7.3
4.1
MATERIAL AREAS - COURTYARD WEST ELEVATION
CLASS 1: 2,330 SF (40%)
STONE: 553 SF (10%)
GLASS: 1,777 SF (30%)
CLASS 2: 3,466 SF (60%)
SPECIALTY BLOCK: 896 SF (15%)
CEMENT BOARD: 2,570 SF (45)
kaas wilson architects
COTTAGE GROVE APARTMENTSEXTERIOR ELEVATIONS
6.3 10/30/2023
1" = 20'-0"1 Elevation - Courtyard South
1" = 20'-0"2 Elevation - Courtyard North
1" = 20'-0"3 Elevation - Courtyard West
kaas wilson architects
COTTAGE GROVE APARTMENTSPROJECT DATA
9.0 10/30/2023
UNIT MIX - GROSS AREA
Name Count
Unit Gross
Area
%Main Floor
0 BR (Studio)
Unit 0-0 10 497 ft² 7%
10 7%
1BR
Unit 1-1 50 733 ft² 35%
Unit 1-4 1 718 ft² 1%
51 35%
1BR +D
Unit 1D-1 10 804 ft² 7%
10 7%
2BR
Unit 2-2 10 1,230 ft² 7%
Unit 3-0 40 954 ft² 28%
Unit 3-5 1 939 ft² 1%
51 35%
3BR
Unit 3-2 20 1,339 ft² 14%
Unit 3-4 2 1,278 ft² 1%
22 15%
Grand
total 144 100%
PARKING
Level Type Count
Level -1 GARAGE 82
Level 1 GARAGE 52
Level 1 Surface 82
216
GROSS AREA - TOTAL
Level Area
Level 6 29,262 ft²
Level 5 29,262 ft²
Level 4 29,262 ft²
Level 3 29,262 ft²
Level 2 29,262 ft²
Level 1 29,048 ft²
Level -1 29,074 ft²
Grand
total 204,432 ft²
LOUCKS
SECTION 07, TOWNSHIP 027, RANGE 21,
WASHINGTON COUNTY, MINNESOTA
SITE
VICINITY MAP
N
NOT TO SCALE
U
.
S
.
H
I
G
HW
A
Y
NO
.
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6
1
KNOW ALL PERSONS BY THESE PRESENTS: That Roers Acquisitions LLC, a Minnesota limited liability company, fee owner of the following described property:
Lot 3, Block 1, Frattalone's Southpoint Ridge, according to the recorded plat thereof, Washington County, Minnesota.
AND
Outlot A, Frattalone's Southpoint Ridge, according to the recorded plat thereof, Washington County, Minnesota.
(Registered Property)
AND
Lot 4, Block 1, Frattalone's Southpoint Ridge, according to the recorded plat thereof, Washington County, Minnesota.
AND
Outlot C, Frattalone's Southpoint Ridge, according to the recorded plat thereof, Washington County, Minnesota.
AND
Outlot D, Frattalone's Southpoint Ridge, according to the recorded plat thereof, Washington County, Minnesota.
(Abstract Property)
Has caused the same to be surveyed and platted as CAMEL'S HUMP ADDITION, and does hereby dedicate to the public for public use forever the drainage and utility
easements as created by this plat.
In witness whereof said Roers Acquisitions LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this _______ day of
_________________________, 20______.
ROERS ACQUISITIONS LLC
___________________________________
Shane LaFave, Authorized Signer
STATE OF ______________________
COUNTY OF ____________________
This instrument was acknowledged before me on this ________ day of _________________________, 20______, by Shane LaFave, as its Authorized Signer of Roers
Acquisitions LLC, a Minnesota limited liability company, on behalf of the company.
___________________________________ ______________________________________________
(Signature)(Printed Name, Notary)
Notary Public, _______________________ County, ______________________
My Commission Expires _________________________
SURVEYORS CERTIFICATION
I Max L. Stanislowski 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______.
______________________________________________
Max L. Stanislowski, Licensed Land Surveyor
Minnesota License No. 48988
STATE OF MINNESOTA
COUNTY OF HENNEPIN
This instrument was acknowledged before me this ________ day of _________________________, 20______, by Max L. Stanislowski, a Licensed Land Surveyor.
___________________________________ ______________________________________________
Signature Printed Name, Notary
Notary Public, ______________________ County, Minnesota
My Commission Expires _________________________
COTTAGE GROVE, MINNESOTA
This plat was approved and accepted by the City Council of Cottage Grove, Minnesota, this ________ day of _________________________, 20______, and hereby certifies
compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subdivision 2.
City Council, Cottage Grove, Minnesota
By: ________________________________________, Mayor By: _________________________________________, 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 Land 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
COUNTY REGISTRAR OF TITLES
Document Number ________________
I hereby certify that this instrument was filed in the Office of the Registrar of Titles for record on this ________ day of _________________________, 20______,
at ______ o'clock _____.M., and was duly recorded in Washington County Records.
By: ________________________________________By: _________________________________________
Washington County Registrar of Titles Deputy
N
SCALE IN FEET
0 40 80BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED AND ADJOINING LOT LINES, AND
BEING 10 FEET IN WIDTH, UNLESS OTHERWISE
INDICATED, AND ADJOINING RIGHT-OF-WAY
LINES, AS SHOWN ON THE PLAT.
DRAINAGE AND UTILITY EASEMENTS ARE
SHOWN THUS: (NOT TO SCALE)
THE NORTH LINE OF OUTLOT A, FRATTALONE'S
SOUTHPOINT RIDGE, IS ASSUMED TO HAVE A
BEARING OF N 89° 35' 24" E.
DENOTES 1/2 INCH IRON PIPE FOUND
AND MARKED "LS 44110", UNLESS
SHOWN OTHERWISE
DENOTES FOUND "PK NAIL"
DENOTES "RIGHT OF ACCESS" DEDICATED TO
WASHINGTON COUNTY PER DOC. NO. 15211EAST POINT DOUGLAS RD S
REPORT
| www.transportationcollaborative.com |
To: Travis Fauchald, Senior Development Associate
Roers Companies
From: Matt Pacyna, PE, Principal
Transportation Collaborative & Consultants, LLC
Date: October 30, 2023
Subject: Cottage Grove Apartments Trip Generation Review
INTRODUCTION
The proposed Cottage Grove Apartments, located at 6850 E Point Douglas Road S, is planned to be a
144-unit market rate apartment building. The proposed development will include 71 studio/1-bedroom,
51 2-bedroom, and 22 3-bedroom units. The approximate 3.8-acre site is adjacent to Highway 10 and
the White Pine Senior Living Facility, immediately west of the E Point Douglas Road S cul-de-sac which
will also provide access to the project. The site is currently vacant, although it is zoned Multi-Use (MU),
which is intended to provide flexibility to allow complementary uses that support one another, including
a combination of higher density residential, commercial services and retail, employment opportunities,
and transit. The following information provides a trip generation estimate and comparison to alternative
land uses of the site.
TRIP GENERATION
The trip generation estimate for the proposed development was created using the ITE Trip Generation
Manual, 11th Edition and includes trips for typical weekday a.m. and p.m. peak hours, as well as daily.
The proposed development, as shown in Table 1, is expected to generate on average 53 a.m. peak
hour, 56 p.m. peak hour, and 654 daily trips; the a.m. and p.m. peak hours typically represent 7:30 to
8:30 a.m. and 4:30 to 5:30 p.m. Table 1 also include a comparison of alternative land uses for the
proposed development site. The other potential land uses were estimated based on typical floor area
ratios for similar developments given the parcel area.
Table 1 Trip Generation Summary
Land Use Type (ITE Code) Parcel
Area
Dev.
Size
AM Pk Hour PM Pk Hour Daily In Out In Out
Proposed Development
Multi-Family Housing (221) 3.8 acres 144-units 12 41 34 22 654
Other Potential Uses
Senior Adult Housing (252) 3.8 acres 144-units 10 19 20 16 468
Office (710) 3.8 acres 50,000 SF 67 9 12 60 542
Shopping Center (822) 3.8 acres 35,000 SF 50 33 115 116 1,906
Grocery Store (850) 3.8 acres 35,000 SF 59 41 157 156 3,284
Cottage Grove Apartments Trip Generation Review October 30, 2023
Page 2
Depending on the land use, the project site has the potential to generate significantly more trips than
currently proposed. An average office land use would generate about 20% less daily trips, but
approximately 35% more peak hour trips as compared to the proposed development. A retail
development would generate at least three times (3x) more p.m. peak hour and daily trips and at least
50% more a.m. peak hour trips than the proposed development. A senior living facility would generate
approximately 30% less peak hour and daily trips than the proposed market-rate apartments. Therefore,
the proposed development is expected to generate trips at the lower end of potential land use types for
the site.
H:\COTT\0N1129089\2_Preliminary\C_Reports\Traffic Memorandum\2023-12-06_Traffic Addendum.docx
MEMORANDUM
Date: December 6, 2023
To: Joe Fox, P.E.
Project Engineer, City of Cottage Grove
Amanda Meyer, P.E.
City Engineer, City of Cottage Grove
From: Bryan T. Nemeth, P.E., PTOE
Subject: 7781 Hardwood Avenue Traffic Study – Addendum #1
City of Cottage Grove, MN
Project No.: 0N.1129089
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.
By:
Bryan T. Nemeth, P.E.
License No. 43354
Date: _December 6, 2023_
___________________________________________________________________
Introduction
This traffic study addendum provides analysis and review to determine the potential impacts of an
increased development size for the apartment on East Point Douglas Road from 120 units to 144 units.
This is an addendum to the 7781 Hardwood Avenue Traffic Study, January 13, 2023.
Trip Generation
The Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition) was used to
determine the added daily weekday and peak hour trips anticipated with the apartments on East Point
Douglas Road. The original projection anticipated 120 units. The units are revised to 144.
Name: 7781 Hardwood Avenue Traffic Study Addendum #1
Date: December 6, 2023
Page: 2
H:\COTT\0N1129089\2_Preliminary\C_Reports\Traffic Memorandum\2023-12-06_Traffic Addendum.docx
Trip Generation Difference:
Site ITE
Code
AM PM Daily
Entering Exiting Entering Exiting Entering Exiting
Apartments (120 Units) 221 10 35 29 18 273 273
Apartments (144 Units) 221 12 41 34 22 327 327
Difference +2 +6 +5 +4 +54 +54
East Point Douglas Road Impacts
The current traffic volume on East Point Douglas Road is approximately 1,100 vehicles per day. The
development is anticipated to add approximately 650 additional trips per day for a projected volume of
1,750 vehicles per day. Total trips during the peak hour would add approximately 53 in the AM peak
hour and 56 in the PM peak hour. This equates to approximately one additional trip per minute on
average on the roadway. The total change from the previous projections for the traffic study is
approximately 108 trips daily and 8 to 10 trips total increase per peak hour.
Total daily traffic with the current units, proposed 144 units, potential 98 units, and background traffic
growth to year 2044 is anticipated to be 2,400 vehicles per day on East Point Douglas Road. East Point
Douglas Road is a local street that operates similarly to a minor collector since it does not have direct
single-family residential home access and brings the traffic to a Major Collector (Hardwood Avenue) but
also connects to multifamily residential units. The capacity of East Point Douglas Road in this area is
estimated to be approximately 5,000 vehicles per day. There is projected to be additional capacity
available on the roadway with the developments as currently proposed.
East Point Douglas Road/Hardwood Avenue Intersection Impacts
The previous traffic analysis with the 120-unit apartment was used to evaluate potential to meet the all-
way stop warrant at the intersection of East Point Douglas Road and Hardwood Avenue. Eight hours of a
specific volume using the intersection is to be met to justify a change to all-way stop control. The
previous analysis did not meet the threshold for any hour (0 of 8) with all development under
construction, proposed, and potentially proposed. The additional trips of 108 per day does not increase
the number of hours met and the all-way stop control would not be justified based on the warrant. The
total traffic from existing, proposed, and potential units would need to increase by approximately 35%
to be close to meeting the warrant (3,200 vehicles per day).
The previously completed traffic analysis indicated an average queue of 1 to 3 vehicles in the peak hour
with all development (including the 120-unit apartment). The increase of 8 trips during the AM peak
hour with the 144-unit apartment would be anticipated to increase the queue minimally over the peak
hour. Maximum queues of approximately 75 to 100 feet.
H:\COTT\0N1132797\1_Corres\C_To Others\2023-12-08\132797 Plan Review 2023-12-08.docx
MEMORANDUM
Date: 12/08/2023
To: Amanda Meyer, PE
From: Mike Boex, PE
Subject: Roers Companies/6850 East Point Douglas Rd
City of Cottage Grove, MN
Project No.: 0N1.132797
This memo summarizes the review of both plat and site development documents submitted by Louks,
dated 11/15/23 (received 11/20/23).
Preliminary Plat:
1. There is a trail easement on the east side of the existing Lot 1 Block 3 of Frattalone’s Southpoint
Ridge. Additional easement should be obtained to encompass the natural trail corridor to the
north since the previous Outlot A (owned by the City) is being incorporated into the proposed
development lot.
a. The new easement should be up to 60-feet wide, 30-feet either side of trail, where
possible in order to allow the city to remove trees interfering with the trail. If the trail is
less than 30-feet from edge of a property line or proposed retaining wall, easement
should extend to property line or retaining wall where appropriate.
b. City staff will visit the site in spring 2024 to define the new trail alignment. Prior to that
site visit, the developer shall stake the location of the proposed retaining wall adjacent
to the trail corridor. After an alignment is defined, an easement will need to be
provided by the developer.
2. Access easement:
a. Provide a copy of document 1181133 for review.
b. There is a proposed access easement depicted; please submit easement documents for
review. Since the pond onsite is no longer public, a public access easement will not be
needed to the pond. However, an access easement may be needed for the gas pipelines
and should be coordinated with the owner of those facilities.
Final Plat:
3. Some existing easements are not displayed on the final plat while some are; please review and
ensure existing easements are depicted or describe the thought process.
4. Drainage and utility easement: Depict and provide a 10-ft perimeter drainage and utility
easement around the entire parcel; it appears the easement detail should be modified
accordingly.
Roers Companies Plan Review
Page: 2
C1-1:
5. Although listed on the preliminary plat, please list the horizontal and vertical datums used on
the project.
6. Add a note on this sheet stating that the City of Cottage Grove’s Standard Specifications for
Street and Utility Construction shall govern for all improvements within right-of-way or public
easement.
a. The City of Cottage Grove’s Standard Specifications for Street and Utility Construction
and details plates have been updated in 2023 and are located here for reference:
https://www.cottagegrovemn.gov/251/City-Standards
b. The above note should appear on sheets C2-1 and C4-1 at a minimum.
C1-2:
7. There is an existing storm sewer pipe along the eastern property line that is identified for
abandonment, while adjacent pipes north and south are identified for removal. It is preferred
this pipe be removed or explain why this isn’t feasible.
8. Removals for new concrete aprons should conform to city detail STR-21. Due to the multiple
aprons in the cul-de-sac and a utility patch, the entire cul-de-sac should receive a 2” mill-overlay
per detail STR-21 to a location where the street is at typical width (32-ft face to face).
9. Replacement of pavement in the public street should match the existing section of 3.5” of
bituminous over 8” Cl. 5 aggregate base.
C2-1:
10. The City is requesting that the proposed cedar wood picket style fence along the retaining wall
and detailed on sheet C8-3 be replaced with the city standard fence material (attached to this
memo).
11. Fire access: the Fire Marshall has indicated that a 48-ft turning radius is required in the parking
lot.
a. Please show that the minimum radius is achieved on the drawings.
12. Depict and label concrete driveway aprons in accordance with city detail STR-21.
a. Construct the back of the westerly concrete apron to the right-of-way.
b. Ensure removal limits are correct, coordinate with comments related to sheet C1-2.
13. Clarify curb type within right-of-way (B618).
14. There is an existing public streetlight and handhole depicted on sheet C1-2 that is to remain.
Please depict them on this sheet to demonstrate no conflict with the proposed improvements
exist.
15. Concrete sidewalk should extend from the cul-de-sac up to the wood’s edge where the path
turns left beyond the retaining wall.
C3-1:
16. Retaining wall:
a. Any wall 4’ in height or greater shall be designed by a professional engineer and the
design drawings shall be submitted to the City.
Roers Companies Plan Review
Page: 3
b. If present, ensure geogrid design and installation does not encroach onto adjacent
property.
c. A larger disturbed area behind the wall will likely be created above and beyond the tie-
in contours depicted. Disturbed areas should be appropriately noted on sheet C3-2.
d. It appears the majority of the offsite drainage will drain over the wall via a concentrated
point near CBMH-6. It is recommended that additional erosion control measures be
considered in this location.
i. It appears CBMH-6 is located at the EOF (elev. 816 on this sheet), but sheet C4-1
depicts a rim elevation of 815.62. Please make the sheets consistent or clarify
the intended grading.
ii. Confirm the EOF route and associated swale can adequately convey the 100-yr
concentrated flow that may arrive at or just east of CBMH-6. Please review the
need for a wider, deeper swale between the building and wall as needed.
e. Detail 4 on sheet C8-3 depicts the proposed wall detail. It is recommended for
consideration that the 4” drain tile be wrapped to prevent migration of fines, and since
the drain tile is depicted below grade and no daylighting is depicted, that it be
connected to a drainpipe that connects to the storm sewer system (e.g. at CBMH-6).
i. Clarify restoration behind the proposed wall and if crushed rock will be provided
to finish grade or if it will be restored with topsoil.
17. Emergency overflow elevations (EOFs):
a. For stormwater facilities with emergency overflows, the low adjacent grade (LAG)
elevation for all new structures must be a minimum of 3 feet above both the peak
surface water elevation for the 100-year precipitation event and 2 feet above the
emergency overflow elevation of any immediately adjacent stormwater basin. For
backyard and side-yard conveyance and temporary ponding areas, there must be at
least 1 foot between the overland overflow elevation and the low adjacent grade
elevation of the adjacent structure.
i. North side of building: It appears the EOF near the northwest corner (elev. 816)
does not provide 1-ft of freeboard to the low adjacent grade of the building
(also 816) near the middle of the northern wall.
ii. Both trench drains provide 0.5’ of freeboard to the garage entry (FFE=807). It is
recommended that 1-ft of freeboard be provided to the low opening since no
EOF is available for the garage entry.
18. It is recommended that locations of gutter-out curb be identified where present.
a. Gutter-out is needed around the radius south and west of the westerly garage entrance,
or curb grades should be modified (8.28 creates a low point).
b. Gutter-out (or a high point in the curb) is needed around the radius north and west of
the westerly garage entrance, or drainage from the overland swale north of the curb
line and sidewalk could follow the gutter down to the trench drain near the garage.
i. It is recommended that surface runoff has some amount of freeboard below a
crest into the garage.
Roers Companies Plan Review
Page: 4
19. Gas Pipelines:
a. In the northern area of the site, the parking lot appears to require a cut of 5-6-ft over
the existing gas pipelines.
i. Provide documentation that the pipeline has been potholed for depth and that
an acceptable amount of cover (minimum or maximum) is being provided to the
pipeline company per their requirements, or describe if pipeline is planned to be
adjusted.
b. On sheet C1-2, there is a note to protect the existing gas line infrastructure & fence
enclosures. The existing contour adjacent to the existing gas facility fence is 803,
however proposed curb elevations are 3-4-ft higher. Explain if the fencing and gas
infrastructure will be adjusted to new grades or what exactly is planned.
c. Retaining wall is depicted to be constructed over the pipeline; provide documentation
demonstrating the pipeline’s acceptance of the design and clearance to bottom block.
20. Label all Emergency Overflow (EOF) elevations on the plan for clarity, including those in curb
lines to clearly identify the overflow routes.
21. Ensure all pedestrian ramps meet the requirements of the MnDOT standard details, as they will
be checked for conformance after construction.
22. Grading Note #12: revise note to state that 6” minimum topsoil shall be placed within right-of-
way. 4” depth may be used on private property if desired.
C3-2:
23. It is recommended to blanket disturbed areas behind the retaining wall.
C4-1:
24. Existing gas pipelines:
a. In the northern portion of the site, the proposed storm sewer crossing appears to be
approximately 19-ft below the existing ground. Provide details of the existing pipeline
elevations and if a trenchless crossing of the pipelines will be provided.
b. Similarly, on the south side of the parking lot the storm sewer is approximately 4-ft
below the existing ground, please detail and confirm crossing clearances.
25. Storm Sewer:
a. Maximum velocity of stormwater into a pond shall not exceed 6-fps, and overland
discharge shall not exceed 4-fps. Please evaluate the pipe segments to FES-9, FES-3, and
FES-1.
b. It is recommended that FES-3 be directed towards the pond bottom.
c. Please be aware that additional riprap may be required to minimize erosion if pond
water levels are initially low. Riprap may need to extend to the water level or pond
bottom as needed.
d. A storm sewer structure schedule shall be provided which identifies structure diameter,
casting, applicable City Detail Plate number, and special notes such as sump depth if
applicable.
Roers Companies Plan Review
Page: 5
e. A MnDOT permit will likely be required for the new storm pipe being installed in MnDOT
right-of-way. Please submit an approved permit once obtained.
26. The Department of Labor and Industry will review on-site piping for conformance to the
plumbing code. Please be aware of the recent Final Interpretation PB0160 as it relates to flared
end elevations at the pond.
27. Watermain:
a. Please provide a separate domestic service and fire service that each connect to the
main stubbed to the property. A separate shutoff should be provided for the domestic
service.
28. Hydrants:
a. The city fire department has requested additional hydrants for firefighting purposes.
Assuming the building will be fire sprinkled, the Fire Marshall has indicated that all
portions of the building need to be within 400 feet of a hydrant. The 400 feet needs to
be measured along the approved fire route as hose would be laid.
b. Ensure all hydrants are located outside of the collapse zone of the building (1.5 times
the height of the building).
c. It is understood an agreement will be executed to allow the city to access hydrants and
valves.
29. Due to the potential presence of bedrock, please add city standard detail BED-4 for pipe bedding
when bedrock is encountered. At a minimum, this detail should be used for any utility that will
be within easement or right-of-way should bedrock be encountered.
30. Clarify if a specific granular filtration material is being specified. The MPCA stormwater manual
recommends that the filter media should consist of an 18-inch layer of clean washed medium
sand (meeting ASTM C-33 concrete sand) on top of the under-drain system. Thickness
requirements should be noted on this sheet and depicted on the detail on sheet C8-3.
C8-1:
31. Please update the detail plates to utilize the 2023 versions, located on the City’s website:
https://www.cottagegrovemn.gov/251/City-Standards
a. Additional details will be needed on future submittals based on the comments above.
C8-3:
32. Pond Liner Detail: Dimensions within the clay liner are difficult to read, particularly the 1-ft
minimum thickness. Please make this more legible.
33. The filter basin includes drain tile within filter aggregate on the basin sideslope. Detail 3 shows
a 4:1 slope on the aggregate filter. Please flatten the aggregate slope to a 10:1 to improve
stability, or explain how the aggregate material will stay in place on the 4:1 slope as water levels
rise and fall.
L1-1:
34. Please note that all sodded areas shall be irrigated. Sod should be identified in the boulevard in
front of the property and should be irrigated and maintained by the property owner.
35. A seed mix MnDOT Native is called out on Sheet L1-1 but not specified.
Roers Companies Plan Review
Page: 6
36. List the following restrictions on the plan sheet and ensure they are applied to the proposed
plan (there is a tree near the westerly apron that should be moved further from the proposed
storm sewer pipe):
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
Other:
37. A site lighting and photometrics plan shall be submitted with final plans.
Stormwater:
38. The developer shall execute a stormwater maintenance agreement for the private stormwater
basins and the private storm sewer.
39. HydroCAD: Please extend the simulation duration to 48 hours to demonstrate drawdown of the
filter basin.
40. The HydroCAD report and storm drain design indicate that the 13-acre Offsite North
subwatershed is routed to the stormwater basin. The HydroCAD report indicates flows in the 2-
yr, 10-yr and 100-yr events are 1.4 cfs, 8.3 cfs and 36.9 cfs, respectively. Please describe in the
narrative how this runoff will be collected and conveyed to the pond.
a. Explain how erosion control will be provided where this runoff will flow over the
retaining wall and what depths are expected at storm drain inlets.
41. Sheet C4-1 indicates there is a detail for the pond outlet structure. Please include the outlet
control structure detail within the plan set.
42. Note on Sheet C4-1 indicates Pond to be clay lined from NWL 793 to top of filter 796. However,
the Detail Note on Sheet C8-3 states pond will be lined to 1' above NWL i.e. 793+1=794. Please
update the detail to be consistent.
43. Storm Drain Design:
a. Please provide a drainage area map to each catch basin.
44. Filtration Testing: Post-construction testing of filtration rates within the basin, or post-
construction records of water level measurements within the basin, will be required to verify
that design filtration rates and drawdown periods will be met.
45. NPDES Construction Stormwater Permit: When the disturbed area of development exceeds 1
acre, an NPDES Construction Stormwater Permit and associated permanent stormwater
treatment are required.
Roers Companies Plan Review
Page: 7
46. SWPPP: The SWPPP was reviewed using an MPCA Construction Stormwater Permit checklist.
Please update the SWPPP to include the following information when available:
a. Identify the person knowledgeable and experienced who will oversee the
implementation of the SWPPP
b. Identify the entity (name or title) responsible for performing future Operations and
Maintenance (O&M).
c. Location of areas where construction will be phased to minimize duration of exposed
soil areas.
47. Models and CAD Files: Please note that digital copies of the final version stormwater models
(HydroCAD) 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.
1
PURCHASE AGREEMENT
THIS PURCHASE AGREEMENT (this “Agreement”) is entered into as of
, 2024 (the “Effective Date”), by and between the City of Cottage Grove, a Minnesota
municipal corporation (“City”), and Roers Cottage Grove Apartments LLC, a Delaware limited
liability company (“Buyer”).
RECITALS
Recital No. 1.City is the owner of certain real property located in Cottage Grove,
Washington County, Minnesota, legally described on Exhibit A (“Property”), attached hereto and
incorporated herein by reference.
Recital No. 2.Buyer desires to purchase the Property from City.
Recital No. 3.City will sell the Property to Buyer on the terms and conditions of this
Agreement.
Recital No. 4.City believes that the sale of the Property pursuant to and in general
fulfillment of this Agreement is in the vital and best interests of the City, will promote the health,
safety, morals, and welfare of its residents, and will be in accord with the public purposes and
provisions of the applicable State and local laws and requirements.
NOW, THEREFORE, in consideration of the covenants and the mutual obligations
contain herein, the parties hereby covenant and agree with each other as follows:
1.Sale.
1.1.Sale. Subject to the terms and provisions of this Agreement, City shall sell
the Property to Buyer, and Buyer shall purchase the Property from City.
1.2.Purchase Price. The purchase price to be paid by Buyer to City for the
Property shall be Twenty-Eight Thousand and no/100 Dollars ($28,000.00) (the “Purchase
Price”) payable as follows: (a) Five Thousand and no/100 Dollars ($5,000.00), as earnest
money, to be paid to DCA Title, 750 Main Street, Suite 280, Mendota Heights, MN 55118
(“Title”) within 3 business days of execution this Agreement; and (b) the balance on the
Closing Date subject to those adjustments, prorations and credits described in this
Agreement, in cash or certified funds or by wire transfer pursuant to instructions from City
or Title. The Closing will occur via escrow with Title, unless otherwise agreed to by the
parties.
2.Available Surveys, Tests, and Reports. Within five (5) days of the Effective
Date, City shall cause to be delivered to Buyer (a) copies of any surveys, soil tests, environmental
reports, and any other studies and/or site analyses previously conducted on the Property and in the
possession of City, and (b) copies of existing title work for the Property and in the possession of
City (the “Due Diligence Materials”). City makes no representations or warranties regarding the
2
accuracy of the Due Diligence Materials. If Buyer so requests, City shall request the preparers of
any such surveys, soil tests, environmental reports, and any other studies and/or site analyses to
re-issue or re-certify the same for the direct benefit of Buyer, at Buyer’s expense except as
otherwise provided in this Agreement, so that Buyer may rely on such site analyses or surveys as
if prepared for Buyer in the first instance, but City makes no representation as to whether any such
reissuance or recertification will be available.
3.Buyer’s Investigations. Up to the Closing Date, City shall allow Buyer and
Buyer’s agents access to the Property without charge and at all times for the purpose of Buyer’s
investigation and testing of the Property, including surveying and testing of soil and groundwater
(“Buyer’s Investigations”); provided, however, Buyer shall not perform any invasive testing unless
(a) City gives its prior written approval of Buyer’s consultant that will perform the testing, which
approval shall not be unreasonably withheld, conditioned or delayed, and (b) Buyer gives City
reasonable prior notice of such testing. City shall have the right to accompany Buyer during any
of Buyer’s Investigations of the Property. Buyer shall provide to City copies of all third-party,
non-confidential written test results and reports conducted as part of Buyer’ Investigations without
any recourse to or warranty of Buyer or any third party preparing any such report, and provided
that such materials shall only be delivered to City to the extent permitted by the third party
preparing such report and at no additional cost to Buyer. City shall use and rely on such materials
delivered to it by Buyer at its own risk and peril. Nothing in this Agreement shall require Buyer to
deliver to City any proprietary information related to Buyer’s business, such as funding
applications and market studies. Except as otherwise provided herein, Buyer agrees to pay all of
the costs and expenses associated with Buyer’s Investigations, to cause to be released any lien on
the Property arising as a result of Buyer’s Investigations and to repair and restore, at Buyer’
expense, any damage to the Property caused by Buyer’s Investigations. Buyer shall indemnify
and hold City and the Property harmless from all costs and liabilities, including, but not limited to,
reasonable attorneys’ fees, arising from Buyer’ Investigations (but excluding any matters to the
extent they result from the negligence or willful misconduct of City or its representatives, or the
discovery of any pre-existing condition on the Property). The indemnification obligations
provided herein shall survive the termination or cancellation of this Agreement. If this Agreement
is terminated based upon any environmental condition as herein provided, and City requests, Buyer
shall give City copies of any and all environmental reports obtained by Buyer, if any, without any
recourse to or warranty of Buyer or any third party preparing any such report, and provided that
such materials shall only be delivered to City to the extent permitted by the third party preparing
such report and at no additional cost to Buyer. City shall use and rely on such materials delivered
to it by Buyer at its own risk and peril.
4.Insurance; Risk of Loss. City assumes all risk of destruction, loss or damage to
the Property prior to the Closing Date. If, prior to the Closing Date, all or any portion of the
Property or access thereto is condemned, taken by eminent domain, or damaged by cause of any
nature, City shall immediately give Buyer written notice of such condemnation, taking or damage.
After receipt of written notice of such condemnation, taking or damage (from City or otherwise),
Buyer shall have the option (to be exercised in writing within thirty (30) days of receipt of such
written notice from City) either (a) to require City to (i) convey the Property at Closing (as defined
in Section 6) to Buyer in its damaged condition, upon and subject to all of the other terms and
conditions of this Agreement without reduction of the Purchase Price, (ii) assign to Buyer at
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Closing all of City’s right, title and interest in and to any claims City may have to insurance
proceeds, condemnation awards and/or any causes of action with respect to such condemnation or
taking of or damage to the Property or access thereto, and (iii) pay to Buyer at Closing by certified
or official bank check all payments made prior to the Closing Date under such insurance policies
or by such condemning authorities, or (b) to terminate this Agreement by giving written notice of
such termination to City, whereupon this Agreement shall be terminated, the Earnest Money shall
be refunded to Buyer and thereafter neither party shall have any further obligations or liabilities to
the other, except for such obligations as survive termination of this Agreement. If the right to
terminate this Agreement is not exercised in writing within such thirty (30) day period, such right
shall be deemed to have been waived. City shall not designate counsel, appear in, or otherwise act
with respect to the condemnation proceedings without Buyer’ prior written consent, which consent
shall not be unreasonably withheld.
5.Contingencies.
5.1.Buyer’s Contingencies.
A. Unless waived by Buyer in writing, Buyer’s obligation to proceed
to Closing shall be subject to (a) performance by City of its obligations hereunder,
(b) the continued accuracy of City’s representations and warranties provided in
Section 9.1, and (c) Buyer’s satisfaction, in Buyer’s sole discretion, as to the
contingencies described in this Section 5.1 within the time periods set forth below:
(1) On or before the Closing Date, Buyer shall have determined,
in its sole discretion, that it is satisfied with (a) the results of and matters
disclosed by Buyer’s Investigations, surveys, soil tests, engineering
inspections, hazardous substance and environmental reviews of the
Property and (b) all other inspections and due diligence regarding the
Property, including any Due Diligence Materials. If Buyer has not
terminated this Agreement on or before the Closing Date, the contingency
set forth in this paragraph shall be deemed waived.
(2) On or before the Closing Date, Buyer shall have determined
the acceptability of the Property for its intended use and incidental uses
thereto (collectively, the “Proposed Use”). All costs and expenses related
to applying for and obtaining any governmental permits and approvals for
the Property for the Proposed Use shall be the responsibility of the Buyer.
If Buyer has not terminated this Agreement on or before the Closing Date,
the contingency set forth in this paragraph shall be deemed waived.
(3) On or before the Closing Date, Buyer shall have obtained all
appropriate approvals and permits necessary for the Proposed Use on the
Property, which approvals may include, without limitation, access permits,
signage permits, building permits, required licenses (the “Approvals”). All
costs and expenses related to the preparation of any documentation
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necessary to create any plans, specifications or the like shall be the
responsibility of the Buyer.
(4) On or before the Closing Date, Buyer shall have obtained all
Land Use Entitlements. “Land Use Entitlements” means planning
applications, including but not limited to, Plat, Site Plan, and Rezoning
Approvals, obtained by Buyer for the Proposed Use.
(5) On or before the Closing Date, and without limitation of the
terms of Sections 5.1(A)(1), 5.1(A)(2), 5.1(A)(3) and 5.1(A)(4), Buyer shall
be satisfied that they may develop the Property in accordance with a site
plan, architectural plan, building plan, grading and drainage plan and other
plans and specifications satisfactory to Buyer in their sole discretion.
(6) On or before the Closing Date, Buyer shall have satisfied
themselves, in Buyer’s sole discretion, that access to and from roads and the
Property is adequate for the Proposed Use, including without limitation,
access to the Property from the adjacent road, median cuts and curb cuts.
(7) On or before the Closing Date, Buyer shall have satisfied
themselves, in Buyer’s sole discretion, that water and gas mains, electric
power lines, sanitary and storm sewers and other utilities are available to
the Property and are adequate for the Proposed Use, such that only service
lines must be extended to service the Property for water, gas, electric,
sanitary and storm sewer and other utilities.
(8) On or before the Closing Date, Buyer shall have received
from Title an irrevocable commitment to issue a title insurance policy for
the Property in a form and substance satisfactory to Buyer in Buyer’s sole
discretion, not disclosing any encumbrance not acceptable to Buyer in
Buyer’s sole discretion (the “Approved Commitment”). If Buyer has not
terminated this Agreement on or before the Closing Date, the contingency
set forth in this paragraph shall be deemed waived.
(9) On or before the Closing Date, Buyer shall have received
from Title an irrevocable commitment to issue a title insurance policy for
the Property in the form of the Approved Commitment, subject only to such
changes in title as are Permitted Encumbrances or as are acceptable to Buyer
in Buyer’s sole discretion.
(10) On or before the Closing Date, City shall have obtained
releases of the Property from any and all mortgages or other monetary liens
affecting any of the Property.
(11) On or before the Closing Date, Buyer shall have determined
that it is satisfied with the books and records in City’s possession, if any,
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including site plans, surveys, engineering or environmental reports
associated with the Property.
(12) On or before the Closing Date, Buyer shall have secured
financing that is satisfactory to Buyer in Buyer’s sole discretion for the
purpose of acquiring and constructing the Proposed Use.
(13) On or before the Closing Date, Buyer may obtain a Survey
for the Property certified to Buyer and Title.
(14) On or before the Closing Date, Buyer shall have approved
the forms of all closing documents.
(15) City shall have performed and satisfied all agreements,
covenants and conditions required pursuant to this Agreement to be
performed and satisfied by City prior to the Closing Date.
(16) All representations and warranties of City contained in this
Agreement shall be accurate as of the Closing Date.
(17) On or before the Closing Date, Buyer shall have acquired
Lots 3 and 4, Block 1, Frattalone’s Southpoint Ridge (PIDs:
07.027.21.44.0025 and 07.027.21.44.0026).
(18) On or before the Closing Date, Buyer shall have received
final approval from the City of Cottage Grove to record a plat, which
includes the Property and Lots 3 and 4, Block 1, Frattalone’s Southpoint
Ridge, in a form approved by Buyer (the “Plat”). All costs and expenses
related to applying for and obtaining approvals for the Plat shall be at the
expense of the Buyer.
The foregoing contingencies are for Buyer’s sole and exclusive benefit and
one (1) or more may be waived in writing by Buyer in its sole discretion. City shall
reasonably cooperate with Buyer’s efforts to satisfy such contingencies, at no out
of pocket cost to City or assumption of any obligation or liability by Buyer except
as otherwise provided herein. Buyer shall bear all cost and expense of satisfying
Buyer’s contingencies. If any of the foregoing contingencies have not been
satisfied on or before the applicable date, then this Agreement may be terminated,
at Buyer’s option, by written notice from Buyer to City. Such written notice must
be given on or before the applicable date, or Buyer’s right to terminate this
Agreement pursuant to this Section shall be waived. If Buyer terminates this
Agreement pursuant to this Section on or before the applicable date, the Earnest
Money shall immediately be refunded to Buyer. Upon termination, neither party
shall have any further rights or obligations against the other regarding this
Agreement or the Property, except for such obligations as survive termination of
this Agreement.
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B. If Buyer elects not to exercise any of the contingencies set out
herein, such election may not be construed as limiting any representations or
obligations of City set out in this Agreement, including, without limitation, any
indemnity or representations with respect to environmental matters.
5.2.City’s Contingencies. City’s obligation to proceed to Closing shall be
subject to the satisfaction, on or prior to the Closing Date, of each of the following
conditions:
A. On or before the Closing Date, City shall approve the sale of the
Property.
B. On or before the Closing Date, Buyer shall have acquired Lots 3 and
4, Block 1, Frattalone’s Southpoint Ridge (PIDs: 07.027.21.44.0025 and
07.027.21.44.0026).
C. On or before the Closing Date, Buyer shall have received Approvals
and Land Use Entitlements.
D. Buyer shall agree to grant a trail easement for the benefit of the City
over a portion of Outlot A to continue the connection of the City’s trail that
currently exists on Outlot A either in the plat or in a separate recorded easement
document.
E. Buyer shall agree to a deed restriction that a portion of Outlot A that
is located to the north and east of the City’s trail be maintained and preserved in its
natural state, without development on this portion, as defined by the City.
F. On or before the Closing Date, Buyer shall have received final
approval of the Plat.
G. Buyer shall have performed and satisfied all agreements, covenants
and conditions required pursuant to this Agreement to be performed and satisfied
by Buyer prior to the Closing Date.
H. All representations and warranties of Buyer contained in this
Agreement shall be accurate as of the Closing Date.
I. There shall be no uncured default by Buyer of any of its obligations
under this Agreement beyond the notice and cure period set forth in Section 13 as
of the Closing Date, not otherwise waived by City.
If any contingency contained in this Section 5.2 has not been satisfied on or
before the date described herein, and if no date is specified, then the Closing Date,
then this Agreement may be terminated by written notice from City to Buyer. If
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termination occurs all documents deposited by Buyer shall be immediately returned
to Buyer, and all documents deposited by City shall be immediately returned to
City and neither party will have any further rights or obligations with respect to this
Agreement or the Property, except for such obligations that survive termination of
this Agreement. If City terminates this Agreement pursuant to this Section, the
Earnest Money shall be retained by City. All the contingencies in this Section 5.2
are specifically for the benefit of City, and City shall have the right to waive any
contingency in this Section 5.2 by written notice to Buyer.
6.Closing. The closing of the purchase and sale contemplated by this Agreement (the
“Closing”) shall occur on or before December 31, 2024, unless otherwise agreed to by the parties
(the “Closing Date”). City agrees to deliver legal and actual possession of the Property to Buyer
on the Closing Date.
6.1.City’s Closing Documents and Deliveries. On the Closing Date, City
shall execute and/or deliver, as applicable, to Buyer the following:
A.Warranty Deed. A general warranty deed conveying title to Outlot
A, Frattalone’s Southpoint Ridge, to Buyer, free and clear of all encumbrances,
except the Permitted Encumbrances (the “Deed”).
B.Quit Claim Deed. A quit claim deed conveying title to Outlots C
and D, Frattalone’s Southpoint Ridge, to Buyer, free and clear of all encumbrances,
except the Permitted Encumbrances
The Warranty Deed for to Outlot A, Frattalone’s Southpoint Ridge and the Quit
Claim Deed for Outlots C and D, Frattalone’s Southpoint Ridge shall be
collectively referred to hereinafter as the “Deed.”
C.Bring Down Certificate. City shall provide Buyer with a certificate
recertifying that the representations and warranties of City contained in this
Agreement are true and correct as of the Closing Date.
D.FIRPTA Affidavit. An affidavit of City certifying that City is not
a “foreign person”, “foreign partnership”, foreign trust”, “foreign estate” or
“disregarded entity” as those terms are defined in Section 1445 of the Internal
Revenue Code of 1986, as amended.
E.City’s Affidavit. A standard owner’s affidavit (ALTA form) from
City which may be reasonably required by Title to issue an owner’s policy of title
insurance with respect to the Property with the so-called “standard exceptions”
deleted.
F.Settlement Statement. A settlement statement with respect to this
transaction.
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G.Copies of Resolutions. City shall provide Buyer with copies of the
resolutions for the various City and/or City public meetings showing City and/or
various City commissions and/or councils have approved this transaction, Buyer’
CUP, Buyer’ site plan, zoning, and such other governmental approvals as may be
required for Buyer’ Proposed Use.
H.General Deliveries. All other documents reasonably determined by
Title to be necessary to transfer the Property to Buyer and to evidence that City (a)
has satisfied all monetary indebtedness with respect thereto, (b) has obtained such
termination statements or releases from such secured creditors as may be necessary
to ensure that the Property is subject to no monetary liens, (c) has obtained all
consents from third parties necessary to effect City’s performance of the terms of
this Agreement, including, without limitation, the consents of all parties holding an
interest in the Property, (d) has provided such other documents as are reasonably
determined by Title to be necessary to issue policies of title insurance to Buyer with
respect to the Property with the so-called “standard exceptions” deleted, and (e) has
duly authorized the transactions contemplated hereby.
6.2.Buyer Closing Documents and Deliveries. On the Closing Date, Buyer
shall execute and/or deliver, as applicable, to City the following:
A.Payment of Purchase Price. The Purchase Price, in accordance
with the terms of Section 1.2.
B.Bring-Down Certificate. A certificate dated as of the Closing Date,
signed by an authorized officer of Buyer, certifying that the representations and
warranties of Buyer contained in this Agreement are true as of the Closing Date.
C.Settlement Statement. A settlement statement with respect to this
transaction.
D.Plat. Mylars of the property to be platted.
E.General Deliveries. All other documents reasonably determined by
Title to be necessary to evidence that Buyer has duly authorized the transactions
contemplated hereby and evidence the authority of Buyer to enter into and perform
this Agreement and the documents and instruments required to be executed and
delivered by Buyer pursuant to this Agreement, or may be required of Buyer under
applicable law, including any purchaser’s affidavits or revenue or tax certificates
or statements.
7.Prorations. City and Buyer agree to the following prorations and allocation of
costs regarding this Agreement:
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7.1.Real Estate Taxes and Special Assessments. General real estate taxes
applicable to any of the Property due and payable in the year of Closing shall be prorated
between City and Buyer on a daily basis as of 12:00 a.m. CT on the Closing Date based
upon a calendar fiscal year, with City paying those allocable to the period prior to the
Closing Date and Buyer being responsible for those allocable to the Closing Date and
subsequent thereto. City shall pay in full all special assessments (and charges in the nature
of or in lieu of such assessments) certified, levied, pending, postponed or deferred, or
constituting a lien against the Property with respect to any of the Property as of the Closing
Date. Buyer shall be responsible for any special assessments that are levied or become
pending against the Property after the Closing Date, including, without limitation, those
related to Buyer’s development of the Property.
7.2.Title Evidence, Survey and Closing Fee. City shall pay all costs of the
Commitment with respect to the Property. Buyer will pay all costs of the Survey, if any,
and all premiums for any title insurance policy it desires with respect to the Property.
Buyer and City shall each pay one half (1/2) of any reasonable closing fee or charge
imposed by Title.
7.3.Recording Costs. City shall pay the cost of recording all documents
necessary to cure any Objections, as hereinafter defined. Buyer shall pay all recording costs
with respect to the recording of the Deed, Plat and any related development and planning
documents, and for the recording of any mortgage required by Buyer, if any, and any
mortgage registration tax, if any.
7.4.Transfer Taxes. City shall pay all state deed tax regarding the Deed.
7.5.Utilities. All utility expenses, including water, fuel, gas, electricity, sewer
and other services furnished to or provided for the Property, if any, shall be prorated
between City and Buyer on a daily basis as of the Closing Date, with City paying those
allocable to the period prior to the Closing Date and Buyer being responsible for those
allocable to the Closing Date and subsequent thereto.
7.6.Attorneys’ Fees. City and Buyer shall each pay its own attorneys’ fees
incurred in connection with this transaction, except as otherwise specifically set forth in
this Agreement.
7.7.Survival. The obligations set forth in this Section 7 survive the Closing.
8.Title Examination. (i) within a reasonable time following the Effective Date, City
shall obtain a commitment for an owner’s title insurance policy (ALTA Form 2006) issued by Title
for the Property, and copies of all encumbrances described in the commitment (the
“Commitment”); and, if desired, (ii) by the Closing Date, Buyer may at its sole option obtain, at
Buyer’s expense, an ALTA-certified survey bearing the legal description of the Property, and
showing the area, dimensions and location of the Property and the matters shown in the
Commitment (the “Survey” and, together with the Commitment, the “Title Evidence”).
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8.1.Buyer’s Objections. Within ten (10) days after Buyer’s receipt of the last
of the Title Evidence, Buyer may make written objections (“Objections”) to the form or
content of the Title Evidence. The Objections may include, without limitation, any
easements, restrictions or other matters which may interfere with the Proposed Use of the
Property or matters which may be revealed by the Survey. Any matters reflected on the
Title Evidence which are not objected to by Buyer within such time period or waived by
Buyer in accordance with Section 8.2(B) shall be deemed to be permitted encumbrances
(“Permitted Encumbrances”). Notwithstanding the foregoing, the following items shall be
deemed Permitted Encumbrances: (a) Covenants, conditions, restrictions (without effective
forfeiture provisions) and declarations of record which do not interfere with the Proposed
Use, if any; (b) Reservation of minerals or mineral rights by the State of Minnesota, if any;
(c) Utility and drainage easements which do not interfere with the Proposed Use; and (d)
Applicable laws, ordinances, and regulations. Buyer shall have the renewed right to object
to the Title Evidence as the same may be revised or endorsed from time to time.
8.2.City’s Cure. City shall be allowed twenty (20) days after the receipt of
Buyer’s Objections to cure the same but shall have no obligation to do so. If such cure is
not completed within said period, or if City elects not to cure such Objections, Buyer shall
have the option to do any of the following:
A. Terminate this Agreement with respect to all of the Property.
B. Waive one or more of its objections and proceed to Closing.
If Buyer so terminates this Agreement, neither City nor Buyer shall be liable to the other
for any further obligations under this Agreement (except for such obligations as survive
termination of this Agreement) and the Earnest Money shall be refunded to Buyer.
9.Warranties and Representations.
9.1.By City. City warrants and represents the following to Buyer, and
acknowledges that Buyer has relied on such representations and warranties in agreeing to
enter into this Agreement:
A. This Agreement has been duly executed and delivered and
constitutes the legal, valid and binding obligation of City enforceable in accordance
with its terms. City has been duly formed under the laws of the State of Minnesota
and is in good standing under the laws of the jurisdiction in which the Property is
located, is duly qualified to transact business in the jurisdiction in which the
Property is located, and has the requisite power and authority to enter into and
perform this Agreement and the documents and instruments required to be executed
and delivered by City pursuant hereto. This Agreement and the documents and
instruments required to be executed and delivered by City pursuant hereto have
each been duly authorized by all necessary action on the part of City and such
execution, delivery and performance does and will not conflict with or result in a
violation of City’s organizational agreement or any judgment or order.
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B. The execution, delivery and performance by City of this Agreement
will not (a) violate any provision of any law, statute, rule or regulation or any order,
writ, judgment, injunction, decree, determination or award of any court,
governmental agency or arbitrator presently in effect having applicability to City,
or (b) result in a breach of or constitute a default under any indenture, loan or credit
agreement or any other agreement, lease or instrument to which City is a party or
by which it or any of its properties may be bound.
C. To City’s knowledge, except as contemplated herein, no order,
consent, approval, license, authorization or validation of, or filing, recording or
registration with, or exemption by, any governmental or public body or authority,
or any other entity, is required on the part of City to authorize, or is required in
connection with, the execution, delivery and performance of, or the legality,
validity, binding effect or enforceability of, this Agreement.
D. To City’s knowledge, there are no actions, suits or proceedings
pending or threatened against or affecting City or any of its properties, before any
court or arbitrator, or any governmental department, board, agency or other
instrumentality which in any of the foregoing (a) challenges the legality, validity or
enforceability of this Agreement, or (b) if determined adversely to City, would have
a material adverse effect on the ability of City to perform its obligations under this
Agreement.
E. City has not received written notice, and has no knowledge, of (a)
any pending or contemplated annexation or condemnation proceedings, or purchase
in lieu of the same, affecting or which may affect all or any part of the Property, (b)
any proposed or pending proceeding to change or redefine the zoning classification
of all or any part of the Property, (c) any proposed changes in any road patterns or
grades which would adversely and materially affect access to the roads providing a
means of ingress or egress to or from all or any part of the Property, or (d) any
uncured violation of any legal requirement, restriction, condition, covenant or
agreement affecting all or any part of the Property or the use, operation,
maintenance or management of all or any part of the Property.
F. To City’s knowledge, there are no wells, underground or above
ground storage tanks of any size or type, or sewage treatment systems located on
any portion of the Property. To City’s knowledge, there has been no
methamphetamine production on or about any portion of the Property. To City’s
knowledge, the sewage generated by the Property, if any, goes to a facility
permitted by the Minnesota Pollution Control Agency and there is no “individual
sewage treatment system” (as defined in Minnesota Statutes § 115.55, Subd. 1(g))
located on the Property.
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G. City is not a “foreign person,” “foreign corporation,” “foreign trust,”
“foreign estate” or “disregarded entity” as those terms are defined in Section 1445
of the Internal Revenue Code.
H. To City’s knowledge, except as may be disclosed as part of the Due
Diligence Materials, (i) no condition exists on the Property that may support a claim
or cause of action under any Environmental Law (as defined below) and there are
no Hazardous Substances (as defined below) on the Property, (ii) there has been no
release, spill, leak or other contamination or otherwise onto the Property, and (iii)
there are no restrictions, clean ups or remediation plans regarding the Property. To
City’s knowledge, except as may be disclosed as part of the Due Diligence
Materials, there is no buried waste or debris on any portion of the Property.
“Environmental Law” shall mean (a) the Comprehensive Environmental Response
Compensation and Liability Act of 1980, 42 U.S.C. § 9601-9657, as amended, or
any similar state law or local ordinance, (b) the Resource Conservation and
Recovery Act of 1976, 42 U.S.C. § 6901, et seq., (c) the Federal Water Pollution
Control Act, 33 U.S.C. § 1251 et seq., (d) the Clean Air Act, 42 U.S.C. § 7401, et
seq., (e) the Toxic Substances Control Act, 15 U.S.C. § 2601 et seq., (f) the Safe
Drinking Water Act, 42 U.S.C. § 300(f) et seq., (g) any law or regulation governing
aboveground or underground storage tanks, (h) any other federal, state, county,
municipal, local or other statute, law, ordinance or regulation, including, without
limitation, the Minnesota Environmental Response and Liability Act, Minn. Stat. §
115B.01, et seq., (i) all rules or regulations promulgated under any of the foregoing,
and (j) any amendments of the foregoing. “Hazardous Substances” shall mean
polychlorinated biphenyls, petroleum, including crude oil or any fraction thereof,
petroleum products, heating oil, natural gas, natural gas liquids, liquefied natural
gas or synthetic gas usable for fuel, and shall include, without limitation, substances
defined as “hazardous substances,” “toxic substances,” “hazardous waste,”
“pollutants or contaminants” or similar substances under any Environmental Law.
I. To City’s knowledge, there are no leases, tenancies, unrecorded
agreements or other contracts of any nature or type relating to, affecting or serving
the Property that will not be terminated as of the Closing Date.
J. There will be no indebtedness or sums due attributable to the
Property which will remain unpaid after the Closing Date.
As used in this Agreement, the term “to City’s knowledge” shall mean and refer to
only the current actual knowledge of the designated representative of City and shall not be
construed to refer to the knowledge of any other officer, manager, director, agent,
authorized person, employee or representative of City, or any affiliate of City, or to impose
upon such designated representative any duty to investigate the matter to which such actual
knowledge or the absence thereof pertains, or to impose upon such designated
representative any individual personal liability. As used herein, the term “designated
representative” shall refer to Jennifer Levitt. City represents and warrants that the
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foregoing individual is the representative of City most knowledgeable regarding the
Property.
The representations, warranties and other provisions of this Section 9.1 shall
survive Closing; provided, however, City shall have no liability with respect to any breach
of a particular representation or warranty if Buyer shall fail to notify City in writing of such
breach within two (2) years after the Closing Date, and provided further that City shall
have no liability with respect to a breach of the representations and warranties set forth in
this Agreement if Buyer has actual knowledge of City’s breach thereof prior to Closing
and Buyer consummates the acquisition of the Property as provided herein.
Buyer acknowledges and agrees that, except as expressly specified in this
Agreement and/or in any documents executed and delivered by City at Closing, City has
not made, and City hereby specifically disclaims, any representation, warranty or covenant
of any kind, oral or written, expressed or implied, or rising by operation of law, with respect
to the Property, including, but not limited to, any warranties or representations as to the
habitability, merchantability, fitness for a particular purpose, title, zoning, tax
consequences, physical or environmental condition, utilities, valuation, governmental
approvals, the compliance of the Property with governmental laws, or any other matter or
item regarding the physical condition of the Property. Buyer agrees that except as expressly
specified in this Agreement and/or in any documents executed and delivered by City at
Closing, Buyer shall accept the Property and acknowledges that the sale of the Property as
provided for herein is made by City on an “AS IS,” “WHERE IS,” and “WITH ALL
FAULTS” basis. Buyer is an experienced purchaser of property such as the Property and
Buyer has made or will make its own independent investigation of the Property. The
limitations set forth in this paragraph shall survive the Closing and shall not merge in the
Deed.
9.2.By Buyer. Buyer warrants and represents the following to City, and
acknowledges that City has relied on such representations and warranties in agreeing to
enter into this Agreement:
A. Buyer is a limited liability company, duly organized under the laws
of the State of Delaware and in good standing under the laws of the state of
Minnesota and is not in violation of any provisions of its company documents or
its operating agreement.
B. Buyer has all requisite authority to enter into this Agreement and to
perform all of its obligations under this Agreement.
C. The execution, delivery and performance by Buyer of this
Agreement will not (a) violate any provision of any law, statute, rule or regulation
or any order, writ, judgment, injunction, decree, determination or award of any
court, governmental agency or arbitrator presently in effect having applicability to
Buyer, (b) violate or contravene any provision of the articles of organization or
operating agreement of Buyer, or (c) result in a breach of or constitute a default
14
under any indenture, loan or credit agreement or any other agreement, lease or
instrument to which Buyer is a party or by which it or any of its properties may be
bound.
D. Buyer has received no notice or communication from any local, state
or federal official that the activities of the Buyer or City on the Property may be or
will be in violation of any environmental law or regulation. Buyer is aware of no
facts, the existence of which would cause it to be in violation of any local, state, or
federal environmental law, regulation or review procedure or which give any
person a valid claim under any of the foregoing.
The representations, warranties and other provisions of this Section 9.2 shall survive
Closing; provided, however, Buyer shall have no liability with respect to any breach of a particular
representation or warranty if City shall fail to notify Buyer in writing of such breach within two
(2) years after the Closing Date, and provided further that Buyer shall have no liability with respect
to a breach of the representations and warranties set forth in this Agreement if City has actual
knowledge of Buyer’s breach thereof prior to Closing and City consummates the sale of the
Property as provided herein..
10.Additional Obligations of City.
10.1.Licenses and Permits. City shall transfer to Buyer all transferable rights,
if any, in any permits or licenses held by City with respect to the Property.
10.2.Condition of the Property at Closing. On the Closing Date, City shall
deliver to Buyer exclusive vacant possession of the Property.
10.3.Further Assurances. From and after the Closing Date, City agrees to
execute, acknowledge and deliver to Buyer such other documents or instruments of transfer
or conveyance as may be reasonably required to carry out its obligations pursuant to this
Agreement.
10.4.Non-Assumption of Contracts or Other Obligations. The parties
understand and agree that Buyer is only acquiring certain of City’s real property assets and
that this Agreement and any related agreements shall not be construed to be in any manner
whatsoever an assumption by Buyer of any agreements, indebtedness, obligations or
liabilities of City which are owing with respect to the operation of the Property prior to the
Closing Date.
10.5.Mortgages. On or before the Closing Date, City shall satisfy all mortgage
and/or lien indebtedness with respect to all or any portion of the Property and shall obtain
recordable releases of the Property from any and all such mortgages or other liens affecting
all or any portion of the Property.
15
10.6.Zoning; Other Approvals. Buyer may elect to seek certain Approvals as
defined in Section 5.1(A)(3) and Land Use Entitlements as defined in Section 5.1(A)(4) in
order for Buyer to develop the Property for the Proposed Use. City, at no out-of-pocket
cost to City, or the assumption of any obligations or liabilities by City, will reasonably
cooperate with Buyer’s efforts to obtain the Approvals and Land Use Entitlements at or
prior to Closing. City hereby grants Buyer the right to file and prosecute applications and
petitions for the Approvals, Land Use Entitlements and any special use permits and
variances desired by Buyer; provided, however, any special use permits or variances shall
be contingent on the occurrence of the Closing and shall not be binding upon City or the
Property unless and until the Closing occurs. City, at no out-of-pocket cost to City, or the
assumption of any obligations or liabilities by City, agrees to cooperate with Buyer in the
filing and prosecution of such applications and petitions, including the filing of the same
in City’s name, if required.
10.7.Marketing. At all times prior to the Closing Date, City shall not negotiate
in any manner for the sale or transfer of the Property with any third party.
11.Broker. It is acknowledged that neither party has a broker for the sale of the
Property.
12.Notice. Any notice to be given by one party hereto shall be personally delivered
(including messenger delivery), by email at the address set forth below, or be sent by registered or
certified mail, or by a nationally recognized overnight courier which issues a receipt, in each case
postage prepaid, to the other party at the addresses in this Section (or to such other address as may
be designated by notice given pursuant to this Section), and shall be deemed given upon personal
delivery, three (3) days after the date postmarked, one (1) business day after delivery to such
overnight courier, or immediately upon personal delivery or delivery by email. Attorneys for each
party shall be authorized to give and receive notices for each such party.
If to City: City of Cottage Grove
Attn: Jennifer Levitt, City Administrator
12800 Ravine Parkway South
Cottage Grove, MN 55016
with a copy to: Korine L. Land
LeVander, Gillen & Miller, P.A.
1305 Corporate Center Drive, Suite 300
Eagan, MN 55121
If to Buyer: Roers Cottage Grove Apartments LLC
Attn: Brian Roers and Logan Schmidt
Two Carlson Parkway #400
Plymouth, MN 55447
Email:brian@roerscompanies.com;
logan.schmidt@roerscompanies.com
16
With a copy to: Winthrop & Weinstine, P.A.
225 South Sixth Street, Suite 3500
Minneapolis, MN 55402
Attn: Joseph Phelps
Email: jphelps@winthrop.com
13.Default; Remedies. If either City or Buyer fails to perform any of their respective
obligations under this Agreement in accordance with its terms, and such failing party does not cure
such failure within thirty (30) days after written notice thereof from the other party, then the other
party shall have the right to terminate this Agreement by giving the failing party written notice of
such election. In the case of any default by Buyer, City’s sole and exclusive remedy shall be
termination of this Agreement as provided above and, upon any such termination, the Earnest
Money shall be forfeited to City as the full and final liquidated damages, with the exception of any
liens arising out of Buyer’s Investigations, the obligations and liability for which shall survive the
termination of this Agreement and the release of the Earnest Money to City. In the case of any
default by City, the Earnest Money deposit shall be returned to Buyer and Buyer shall also have
the right to specifically enforce this Agreement. In any action or proceeding to enforce this
Agreement or any term hereof, the prevailing party shall be entitled to recover its reasonable costs
and attorneys’ fees.
14.Reserved.
15.Assignment.Buyer may assign this Agreement with the prior written consent of
City. No assignment shall relieve Buyer from its obligations under this Agreement.
16.Entire Agreement; Modification. This written Agreement constitutes the
complete agreement between the parties with respect to this transaction and supersedes any prior
oral or written agreements between the parties regarding this transaction. There are no verbal
agreements that change this Agreement and no waiver of any of its terms will be effective unless
in writing executed by the parties.
17.Binding Effect; Survival. This Agreement binds and benefits the parties and their
respective successors and assigns. All representations and warranties, and indemnification
obligations of the parties hereto shall survive the Closing.
18.Governing Law. The provisions of this Agreement shall be governed by and
construed in accordance with the laws of the State of Minnesota.
19.Rules of Interpretation. The words “herein” and “hereof” and words of similar
import, without reference to any particular section or subdivision, refer to this Agreement as a
whole rather than any particular section or subdivision hereof. References herein to any particular
section or subdivision hereof are to the section or subdivision of this Agreement as originally
executed.
20.Titles of Sections. Any titles of the sections, or any subsections, of the Agreement
are inserted for convenience of reference only and shall be disregarded in construing or interpreting
17
any of its provisions.
21.Counterparts; Facsimiles. This Agreement may be executed in any number of
counterparts, and all of the signatures to this Agreement taken together shall constitute one and the
same agreement, and any of the parties hereto may execute such agreement by signing any such
counterpart. Facsimile or “PDF” signatures on this Agreement shall be treated as originals until
the actual original signatures are obtained.
22.Represented by Counsel. Each party has been represented and advised by counsel
in the transaction contemplated hereby.
23.Time of the Essence. Time is of the essence of this Agreement.
[remainder of page intentionally blank]
18
IN AGREEMENT, the parties hereto have hereunto set their hands as of the Effective
Date.
CITY:
CITY OF COTTAGE GROVE
By ________________________________
Myron Bailey
Its Mayor
By ________________________________
Tamara Anderson
Its City Clerk
19
BUYER:
ROERS COTTAGE GROVE APARTMENTS LLC
By: Roers Cottage Grove Manager LLC
Its: Manager
By: Roers Companies Project Holdings LLC
Its: Manager
By:
Printed Name: Shane LaFave
Its: Vice President of Development
A-1
EXHIBIT A
LEGAL DESCRIPTION OF PROPERTY
Real property located in the County of Washington, State of Minnesota, legally described
as follows:
Outlot A, Frattalone’s Southpoint Ridge
Outlot C, Frattalone’s Southpoint Ridge
Outlot D, Frattalone’s Southpoint Ridge
Abstract Property
PIDs: 07.027.21.44.0019, 07.027.21.44.0021 and 07.027.21.44.0022
[Commitment legal description to govern]
28058350v2
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-005
A RESOLUTION APPROVING THE SALE OF PROPERTY TO
ROERS COTTAGE GROVE APARTMENTS LLC FOR REDEVELOPMENT
PURPOSES AND
APPROVING THE RELATED PURCHASE AGREEMENT
WHEREAS, the City of Cottage (“City”) is the fee owner of real property located in
the County of Washington, State of Minnesota, legally described as follows:
Outlot A, Frattalone’s Southpoint Ridge (“Outlot A”)
Outlot C, Frattalone’s Southpoint Ridge (“Outlot C”)
Outlot D, Frattalone’s Southpoint Ridge (“Outlot D”)
Abstract Property
PIDs: 07.027.21.44.0019, 07.027.21.44.0021 and 07.027.21.44.0022
(“Property”); and
WHEREAS, Outlot C and Outlot D are generally considered unbuildable; and
WHEREAS, Outlot A is mostly unbuildable because of its steep slopes, but a
portion of it can be adjoined to an adjacent property that is being acquired for
development, thus providing a slightly larger buildable area, which provides value to the
developer; and
WHEREAS, Roers Cottage Grove Apartments LLC, a Delaware limited liability
company (“Buyer”), is willing to plat the Property with adjacent property and grant a trail
easement to the City over a portion of Outlot A, to continue the connection of the City’s
trail that currently exists on Outlot A, and a deed restriction requiring that the steepest
portion of Outlot A remain in a natural and undeveloped state, pursuant to a Purchase
Agreement by and between City and Buyer (“Purchase Agreement”); and
WHEREAS, the Purchase Agreement describes and articulates the sale of the
Property and the Buyer agrees to accept these terms of the sale.
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage
Grove as follows:
1. That the sale of the Property to Buyer is in the public interest of the City and its
people to avoid economic waste; and, there being no outstanding indebtedness
incurred by the City in the purchase, construction or improvement of this
Property the Council designates the proceeds be placed into the General Fund.
City of Cottage Grove, Minnesota
City Council Resolution 2024-005
Page 2
2. That said conveyance has no relationship to the City’s Comprehensive Plan
and therefore the Council has dispensed with the requirements of Minn. Stat.
§ 462.356, Subd. 2 that may require the Cottage Grove Planning Commission
to perform a Comprehensive Plan compliance review of said conveyance that
may constitute a disposal of real property pursuant to § 462.356, Subd. 2.
3. The appropriate officials are hereby authorized to take such action so as to
effectuate such sale.
Passed this 17th day of January, 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-006
A RESOLUTION APPROVING THE PRELIMINARY PLAT AND FINAL PLAT
NAMED CAMEL’S HUMP ADDITION
WHEREAS, Roers Company has applied for a preliminary plat and final plat to be called
Camel’s Hump Addition, which will create one lot on property legally described as follows:
Lot 3, Block 1, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County Minnesota.
AND
Outlot A, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County, Minnesota.
(Registered Property)
AND
Lot 4, Block 1, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County, Minnesota.
AND
Outlot C, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County, Minnesota.
AND
Outlot D, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County, Minnesota.
(Abstract Property)
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 St. Paul
Pioneer Press; and
WHEREAS, the Planning Commission held the public hearing on this application on
December 18, 2023; and
WHEREAS, the public hearing was open for public testimony and no one spoke for or
against the application; and
WHEREAS, the Planning Commission unanimously (7-to-0 vote) recommended approval
of the preliminary plat to be called Camel’s Hump Addition, subject to certain conditions.
City of Cottage Grove, Minnesota
City Council Resolution 2024-006
Page 2 of 3
NOW THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove,
Washington County, Minnesota, hereby approves the preliminary and final plats f or Camel’s
Hump Addition, which creates one lot on property legally described above. The approval of the
preliminary and final plat is subject to the following conditions:
1. The approvals for Site Plan Review, Planned Unit Development, and Final Plat are
contingent on the Applicant closing on the purchase of Outlots A, C and D of the
Frattalone’s Southpoint Ridge Addition.
2. Prior to the release of the final, the Applicant shall incorporate all final plat the rec-
ommendations and requirements noted in the Bolton & Menk memorandum dated
December 8, 2023, and subject to modifications that are agreed to by the City
Engineer. All comments shall be adopted herein by reference.
3. Prior to the release of the final plat, the Applicant shall grant a trail easement for the
benefit of the City over the proposed public trail along the southeastern side of the
property adjacent to 6900 East Point Douglas Road South and a portion of the land
formally known as Outlot A Frattalone’s Southpoint Ridge Addition to continue the
connection of the City’s trail that currently exists on land formally known as Outlot A
Frattalone’s Southpoint Ridge Addition either in the plat or in a separate recorded
easement document.
4. The Applicant shall agree to a deed restriction that a portion of land located to the
north and east of the City’s trail be maintained and preserved in its natural state,
without development on this portion, as defined by the City.
5. Prior to the release of the final plat, the Applicant shall enter into a private storm -
water and trail maintenance agreement with the City for the ownership and mainte -
nance of the private storm sewer, pond and filtration bench.
6. The Applicant is responsible for providing all necessary easements on the final plat
including but not limited to trail, pipeline, access and conservation. The Applicant is
responsible for any costs associated.
7. The Applicant shall place iron monuments at all lot and block corners and at all other
angle points on property lines. Iron monuments must be placed after all site and
right-of-way grading has been completed in order to preserve the lot markers for
future property owners.
8. Prior to the issuance of a building permit, the final plat shall be recorded with the
Washington County Recorder’s Office.
9. Prior to the release of the final plat the applicant shall pay park dedication per unit
in lieu of land dedication.
City of Cottage Grove, Minnesota
City Council Resolution 2024-006
Page 3 of 3
Passed this 17th day of January 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
CITY OF COTTAGE GROVE, MINNESOTA
CITY COUNCIL
RESOLUTION 2024-007
A RESOLUTION APPROVING A SITE PLAN REVIEW AND PLANNED UNIT
DEVELOPMENT FOR A 144-UNIT MIXED-INCOME APARTMENT BUILDING
TO BE LOCATED AT 6850 EAST POINT DOUGLAS ROAD SOUTH
WHEREAS, Roers Companies applied for a Site Plan Review and Planned Unit Development
(PUD) for a proposed 144-unit apartment building, on the property legally described below:
Lot 3, Block 1, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County Minnesota.
AND
Outlot A, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County, Minnesota.
(Registered Property)
AND
Lot 4, Block 1, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County, Minnesota.
AND
Outlot C, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County, Minnesota.
AND
Outlot D, Frattalone’s Southpoint Ridge, according to the recorded plat thereof,
Washington County, Minnesota.
(Abstract Property)
Commonly known as 6850 East Point Douglas Road South, Cottage Grove,
Washington County, State of Minnesota.
WHEREAS, public hearing notices were mailed to property owners within 500 feet of the
property and a public hearing notice was published in the St. Paul Pioneer Press; and
WHEREAS, a planning staff report, which detailed specific information on the property, and
the application request was prepared and presented; and
WHEREAS, the public hearing was open for public testimony and no one spoke for or
against the application; and
City of Cottage Grove, Minnesota
City Council Resolution 2024-007
Page 2 of 4
WHEREAS, the Planning Commission unanimously (7-to-0 vote) recommended that the
City Council approve the Site Plan Review and Planned Unit Development applications for the
proposed 144-unit mixed-income apartment building at their December 18, 2023 meeting.
NOW, THEREFORE BE IT RESOLVED, the City Council of the City of Cottage Grove,
Washington County, Minnesota, hereby approves the site plan review and planned unit develop-
ment for a proposed 144-unit mixed-income apartment building at the property legally described
above, subject to the following conditions:
General Development
1. The approvals for Site Plan Review, Planned Unit Development, and Final Plat are
contingent on the Applicant closing on the purchase of Outlots A, C , and D of the
Frattalone’s Southpoint Ridge Addition.
2. The project shall be completed in accordance with the plans submitted and as
amended by the conditions of approval. Any significant changes to the plans, as
determined by the planning staff, shall require review and approval by the Planning
Commission and City Council.
3. Prior to the issuance of a building permit, the Applicant shall incorporate the recom-
mendations, requirements, and evaluations noted in the Bolton & Menk memoran -
dum dated December 8, 2023, and subject to modifications that are agreed to by
the City Engineer. All comments shall be adopted herein by reference.
4. The Applicant receives appropriate permits or approvals from other regulatory agen -
cies including, but not limited to: Minnesota Department of Transportation, Minne -
sota Department of Health, Minnesota Department of Natural Resources, and
Minnesota Pollution Control Agency.
5. Signage is not approved as part of this application. All signage shall meet the re -
quirements of the sign ordinance, including a monument sign with a base wrapped
in the similar materials as found on the principal structure, per the City Code.
Performance Standards
6. All site lighting must meet City Code requirements. All light fixtures must be down -
ward directed with flush lenses. In addition, any lighting under canopies (building
entries) shall be recessed and use a flush lens. The specifications of all light fixtures
must be provided with the application for a building permit. The light poles and f ix-
tures shall be consistent in design and color with the development. Light shields
shall be used on lighting fixtures adjacent to 6900 East Point Douglas Road South.
7. All mechanical units shall be screened as required in Title 11-3-9 of the City’s Zoning
Ordinance. All mechanical equipment screening shall be consistent with the princi -
pal building architecture and must comply with City ordinance regulations and be
reviewed and approved by the Community Development Department prior to the
issuance of a building permit.
City of Cottage Grove, Minnesota
City Council Resolution 2024-007
Page 3 of 4
8. Rubbish, garbage, and recycling containers shall be stored indoors unless pickup is
occurring.
9. No exterior storage shall be permitted.
10. Prior to the issuance of a building permit, the applicant shall provide an exterior
material sample board.
11. Prior to the issuance of a building permit planning staff shall approve all site fencing
materials.
Construction and Grading
12. All grading, drainage, erosion control, and utilities must conform to the final plans
approved by the City Engineer.
13. Prior to the issuance of a grading permit the Applicant shall provide written approv -
als from the pipeline owner permitting grading and construction within the easement.
14. Prior to the issuance of a grading permit the Applicant shall address any comments
provided from the Minnesota Department of Transportation.
15. A grading permit and financial security are required prior to grading activity related
to the project.
Landscaping
16. Irrigation shall be provided for all sodded and mulched landscaped areas. The irri -
gation system shall consist 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.
17. All areas of the site, where practical, shall be sodded and maintained. The develop -
ment shall mow and maintain all site boulevards to the curb line of the public streets.
18. Prior to the issuance of a building permit, the applicant shall submit a letter of credit
in the amount of 150 percent of the landscape estimate shall be submitted to the
City as required by City ordinance. The financial guarantee shall auto renew annu -
ally from the date of installation to ensure the installation, survival, and replacement
of the landscaping improvements.
19. Prior to the issuance of a building permit, planning staff and the City Forester shall
review and approve a final landscaping plan in writing.
Onsite Infrastructure Improvements
20. The Applicant is responsible for all street maintenance; upkeep, and repair of curbs,
boulevards, and sod. The Applicant hereby agrees to indemnify and hold the City
harmless from any and all claims for damages of any nature whatsoever arising out
of Applicant’s acts or omissions in performing the obligations imposed upon Appli -
cant by this paragraph.
City of Cottage Grove, Minnesota
City Council Resolution 2024-007
Page 4 of 4
21. Applicant will be required to conduct all major activities to construct the improve -
ments during the following hours of operation:
Monday through Friday 7:00 A.M. to 7:00 P.M.
Saturday (requires 48-hour notice) 9:00 A.M. to 7:00 P.M.
Sunday Not Allowed
This does not apply to activities that are required on a 24 -hour basis such as de-
watering or bypass pumping, etc. Any deviations from the above hours are subject
to approval by the City.
22. The Applicant shall within 24 hours, or more often if required by the City Engineer,
clear from the public streets and property any soil, earth, or debris resulting from
construction work by the Applicant or its agents or assigns. All debris, including
brush, vegetation, trees, and demolition materials, shall be properly disposed of off -
site; burying construction debris, trees, and other vegetation is prohibited. Burning
of trees and structures is prohibited, except for fire training only.
23. The Applicant grants the City, its agents, employees, officers, and contractors per -
mission to enter the site to perform all necessary inspections during grading and
construction activities.
24. The Applicant must provide the City with an as-built survey of all private and public
utilities and grading plan prior to issuance of the certificate of occupancy.
25. Adequate dumpsters must be on site during construction. When the dumpsters are
full, they must be emptied immediately or replaced with an empty dumpster. The
builder is responsible for cleaning up debris onsite and on adjacent properties.
26. Construction parking on East Point Douglas Road is prohibited.
Passed this 17th day of January 2024.
Myron Bailey, Mayor
Attest:
Tamara Anderson, City Clerk
TO:Honorable Mayor and City Council
Jennifer Levitt, City Administrator
FROM:Gretchen Larson, Economic Development Director
DATE:January 10, 2024
RE:Public Hearing for modification to Development Program for Development District
No. 1 to include the establishment of Tax Increment Financing District No. 1-21
(Roers)
Background
The City of Cottage Grove received a public financial assistance request from Roers Development
(the “Developer”) seeking tax increment financing (TIF) for their proposed development at 6850
East Point Douglas Rd South.
City Council Meeting
January 17, 2024
Page 2 of 5
The City Council received a project presentation from the Developer in October. The Developer
originally proposed to construct a 144-unit, mixed-income, multi-family apartment project with 20%
of the units at 50% AMI. Based on the desire of the city to have more affordability in the project,
Roers increased the affordability to include eight units at 60% AMI along with some naturally
affordable 70% AMI and 80% AMI units. See figure below.
Because the city wanted more affordability, the city’s financial consultant at Ehlers then conducted
a revised analysis based on a revised proforma. The results of the second analysis concluded
that, with the new affordability requirements, that TIF assistance for no more than 15 years, with
a present value of $1.96 million, is warranted. The Developer has submitted a Business
Assistance application and paid the required $10,000 escrow deposit.
The Project
The subject site consists of two remaining vacant parcels and three outlots from the Frattalone’s
Southpoint Ridge plat that was approved in 2007.
City Council Meeting
January 17, 2024
Page 3 of 5
The District encompasses all property and adjacent roads rights-of-way and abutting roadways
identified by the parcels listed below.
There are no public improvements to be made by the Developer as a part of the proposed project.
On December 18 the Planning Commission recommended approval of the project subject to
conditions presented by the planning staff.
On January 9, the City’s Economic Development Authority (EDA) approved a TIF plan that
recommends modification to the development program of Development District No. 1 to establish
TIF District 1-21 (Roers, a housing district). At the meeting the EDA also approved Resolution
2024-02 which authorizes an interfund loan for up to $25,000 from the EDA’s “EDA Fund” to be
transferred to its TIF Fund, to pay for a portion of the qualified costs. As TIF is generated and
received, the EDA Fund is repaid, and the interfund loan is retired. The interfund loan is required
so that the EDA is made whole from future TIF payments for the project.
.
To complete the process of establishing the TIF District the City Council is required to hold a
public hearing on the proposed modification to the development program for Development District
No. 1 and the proposed establishment of Tax Increment Financing District No. 1-21.
City Council Meeting
January 17, 2024
Page 4 of 5
Proposed Tax Increment Investment Zone 1-21 (Roers)
City Council Meeting
January 17, 2024
Page 5 of 5
Development Agreement
A Contract for Private Development is the formal contract between the City of Cottage Grove EDA
and Roers Cottage Grove Apartments, LLC that defines the terms, agreements, improvements
and restrictions that must be made by Roers Cottage Grove Apartments, LLC in order to receive
annual distributions of tax increment over fifteen years, totaling a present value of $1.96M in
financial assistance.
The contract also includes lookback provisions to ensure assistance was right-sized. While the
city is not a party to the agreement, the EDA bylaws and enabling resolution require the City
Council to approve the projects the EDA undertakes.
Recommendation
By motion:
Adopt Resolution 2024-013 approving a modification to the Development program for Development
District No. 1 and adopting a Tax Increment Financing Plan for Tax Increment Financing District No.
1-21 (Roers).
Authorize the contract for private development by and between the Cottage Grove Economic
Development Authority and Roers Cottage Grove Apartments, LLC, substantially in the form
attached.
Attachments
Resolution 2024-013 and Tax Increment Financing Plan for TIF District No. 1-21 (Roers)
Contract for private development by and between the Cottage Grove Economic Development Authority and Roers
Cottage Grove Apartments, LLC
1
CT165-59-925164.v1
CITY OF COTTAGE GROVE
WASHINGTON COUNTY
STATE OF MINNESOTA
Councilmember _______________ introduced the following resolution and moved its adoption.
RESOLUTION NO. 2024-013
RESOLUTION APPROVING A MODIFICATION TO THE DEVELOPMENT
PROGRAM FOR DEVELOPMENT DISTRICT NO. 1 AND A TAX
INCREMENT FINANCING PLAN FOR TAX INCREMENT FINANCING
DISTRICT NO. 1-21 (ROERS); ESTABLISHING TAX INCREMENT
FINANCING DISTRICT NO. 1-21
BE IT RESOLVED By the City Council of the City of Cottage Grove, Minnesota (the
“City”) as follows:
1.01. The Cottage Grove Economic Development Authority (the “EDA”) and the City
previously established Development District No. 1 (the “Development District”) and adopted a
Development Program for same (the “Development Program”).
1.02. The EDA and the City have decided to modify the Development Program to include
an additional tax increment financing district.
1.03. The EDA has proposed to establish Tax Increment Financing District No. 1-21
(Roers) (the “TIF District”) to assist the development of a project consisting of approximately 144
multifamily rental apartments and 216 parking spaces, of which 134 will be structured parking.
1.04. The EDA authorized preparation of a modified Development Program and a tax
increment financing plan (the “TIF Plan”) for the TIF District. These are contained in a document
entitled “Modification to the Development Program, Development District No. 1 and Tax
Increment Financing Plan, Tax Increment Financing District No. 1-21 (Roers) (a housing district)
which is on file at city hall.
1.05. All actions required by law to be performed prior to the approval by the City of the
Modification to the Development Program and the TIF Plan have been performed, including
notification of Washington County and Independent School District 833 of the public hearing on
the TIF Plan to be held before the city council on January 17, 2024.
1.06. Various reports (the “Reports”) relating to the Modification to the Development
Program and the TIF Plan and the activities contemplated therein have been prepared by staff and
consultants and made part of these proceedings, including a review of the developer’s proforma
regarding the costs of development and the need for financial assistance.
1.07. The City has fully reviewed the contents of the Modification of the Development
Program and the TIF Plan and has on this day conducted a public hearing thereon at which the
views of all interested persons were heard orally or in writing.
2
CT165-59-925164.v1
Section 2. Findings Relating to the Modification to the Development Program.
2.01. The Development Program is intended to afford maximum opportunity, consistent
with the needs of the City, for the development and redevelopment of the Development District by
private enterprise and to conform to the general plans for the general plans for development and
redevelopment of Cottage Grove as a whole.
2.02. The City finds that the Modification to the Development Program will continue to
guide development and redevelopment within areas of Cottage Grove which have been identified
as benefitting from such assistance and provides for the establishment of an additional tax
increment financing district to accomplish those goals and objectives.
Section 3. Findings Relating to the Establishment of Tax Increment Financing District No.
1-21 (Roers).
3.01. It has been found and determined that it is necessary and desirable for the sound
and orderly development of the Development District and Cottage Grove as a whole, and for the
protection and preservation of the public health, safety, and general welfare, that the authority of
the TIF Act be exercised by the EDA and the City to establish TIF District No. 1-21.
3.02. It is further found and determined, and it is the reasoned opinion of the City, that the
development proposed in the TIF Plan could not reasonably be expected to occur solely through
private investment within the reasonably foreseeable future and that the increased market value of
the property that could reasonably be expected to occur without the use of tax increment financing
would be less than the increase in market value estimated to result from the proposed
redevelopment after subtracting the present value of the projected tax increments for the maximum
duration of TIF District No. 1-21 and therefore the use of tax increment financing is necessary to
assist the project.
3.03. The expenditures proposed to be financed through tax increment financing are
necessary to permit Cottage Grove to realize the full potential of the Development District.
3.04. The TIF Plan will afford maximum opportunity, consistent with the sound needs of
Cottage Grove as a whole, for development of the Development District by private enterprise.
3.05. The City has relied upon the opinions and recommendations of its staff and
consultants and the personal knowledge of the members of the city council regarding the likelihood
of development financed solely by the private sector in reaching its conclusions regarding the TIF
Plan and the establishment of the TIF District. Additional reasons and supporting facts are
included in Appendix C: Findings Including Best/For Qualifications to the Modification to the
Development Program and TIF Plan and are hereby adopted by reference.
3.06. TIF District No. 1-21 is housing tax increment financing district within the meaning
of section 469.174, subd. 11 of the TIF Act.
3.07. The TIF Plan provides that fiscal disparities for the TIF District will be calculated
in accordance with section 469.177, subd. 3, clause b of the TIF Act, which means fiscal disparities
will be taken from inside the TIF District.
3
CT165-59-925164.v1
Section 4. Approval of Modification to the Development Program and Tax Increment
Financing Plan.
4.01. The Modification to the Development Program is hereby approved as adopted by
the EDA on January 9, 2024.
4.02. The TIF Plan for TIF District No. 1-21 (Roers) is hereby approved as adopted by
the EDA on January 9, 2024.
4.03. The Executive Director of the EDA is authorized and directed to transmit a certified
copy of this resolution together with a certified copy of the TIF Plan to Washington County with
a request that the original tax capacity of TIF District No. 1-21 be certified to the EDA pursuant
to section 469.177, subd. 1 of the TIF Act.
4.04. The City Administrator is authorized and directed to file a copy of the Modification
to the Development Program and the TIF Plan with the Minnesota Commissioner of Revenue and
the Office of the State Auditor pursuant to section 469.175, subd. 4a of the TIF Act.
4.05. The City Administrator is authorized and directed to transmit a copy of this
resolution to the EDA.
The motion was on adoption of the foregoing resolution was duly seconded by member
_________________ and upon a vote being taken thereon, the following voted in favor thereof:
and the following voted against the same:
WHEREUPON SAID RESOLUTION WAS DECLARED DULY PASSED AND ADOPTED
THIS 17TH DAY OF JANUARY, 2024.
Myron Bailey, Mayor
ATTEST:
Tamara Anderson, City Clerk
(SEAL)
Adoption Date: January 17, 2024
Cottage Grove Economic
Development Authority
City of Cottage Grove, Washington
County, Minnesota
MODIFICATION TO THE DEVELOPMENT
PROGRAM
Development District No. 1
&
Tax Increment Financing (TIF) Plan
Establishment of Tax Increment Financing District No. 1-21
(Roers)
(a housing district)
BUILDING COMMUNITIES. IT’S WHAT WE DO.
Prepared by:
Ehlers
3060 Centre Pointe Drive
Roseville, Minnesota 55113
TABLE OF CONTENTS
Modification to the Development Program for Development District No. 1 1
FOREWORD 1
Tax Increment Financing Plan for Tax Increment Financing District No. 1-21 (Roers) 2
FOREWORD 2
STATUTORY AUTHORITY 2
STATEMENT OF OBJECTIVES 2
DEVELOPMENT PROGRAM OVERVIEW 3
DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY TO BE ACQUIRED 3
DISTRICT CLASSIFICATION 4
DURATION & FIRST YEAR OF DISTRICT’S TAX INCREMENT 4
ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED NET TAX CAPACITY
VALUE/INCREMENT & NOTIFICATION OF PRIOR PLANNED IMPROVEMENTS 5
SOURCES OF REVENUE/BONDS TO BE ISSUED 7
USES OF FUNDS 7
FISCAL DISPARITIES ELECTION 8
ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS 8
SUPPORTING DOCUMENTATION 11
DISTRICT ADMINISTRATION 11
Appendix A: Map of Development District No. 1 and the TIF District
Appendix B: Estimated Cash Flow for the District
Appendix C: Findings Including But/For Qualifications
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers)
Modification to the Development Program for
Development District No. 1
FOREWORD
The following text represents a Modification to the Development Program for
Development District No. 1. This modification represents a continuation of the
goals and objectives set forth in the Development Program for Development
District No. 1. Generally, the substantive changes include the establishment of
Tax Increment Financing District No. 1-21 (Roers).
For further information, a review of the Development Program for
Development District No. 1, is recommended. It is available from the
Community Development Director at the City of Cottage Grove. Other
relevant information is contained in the tax increment financing plans for the
tax increment financing districts located within Development District No. 1.
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 2
Tax Increment Financing Plan for Tax Increment
Financing District No. 1-21 (Roers)
FOREWORD
The Cottage Grove Economic Development Authority (the "EDA"), the City of
Cottage Grove (the "City"), staff and consultants have prepared the following
information to expedite the Establishment of Tax Increment Financing District
No. 1-21 (Roers) (the "District"), a housing tax increment financing district,
located in Development District No. 1.
STATUTORY AUTHORITY
Within the City, there exist areas where public involvement is necessary to
cause development or redevelopment to occur. To this end, the EDA and City
have certain statutory powers pursuant to Minnesota Statutes ("M.S."),
Sections 469.090 - 469.1082, inclusive, as amended, and M.S., Sections
469.174 to 469.1794, inclusive, as amended (the "TIF Act"), to assist in
financing public costs related to this project.
This section contains the Tax Increment Financing Plan (the "TIF Plan") for the
District. Other relevant information is contained in the Modification to the
Development Program for Development District No. 1.
STATEMENT OF OBJECTIVES
The District currently consists of five (5) parcels of land and adjacent roads
and internal rights-of-way. The District is being created to facilitate the
construction of a 144-unit apartment building with at least 20% of the units
affordable at 50% of the AMI or below in the City. The EDA anticipates
entering into an agreement with the developer in the first quarter of 2024.
Construction is anticipated to begin in the second quarter of 2024. This TIF
Plan is expected to achieve many of the objectives outlined in the
Development Program for Development District No. 1.
The activities contemplated in the Modification to the Development Program
and the TIF Plan do not preclude the undertaking of other qualified
development or redevelopment activities. These activities are anticipated to
occur over the life of Development District No. 1 and the District.
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 3
DEVELOPMENT PROGRAM OVERVIEW
Pursuant to the Development Program and authorizing state statutes, the
EDA or City is authorized to undertake the following activities in the District:
1. Property to be Acquired - The City currently owns three (3)
parcels of property within the District. The remaining property
located within the District may be acquired by the EDA or City
and is further described in this TIF Plan.
2. Relocation - Relocation services, to the extent required by law,
are available pursuant to M.S., Chapter 117 and other relevant state
and federal laws.
3. Upon approval of a developer's plan relating to the project and
completion of the necessary legal requirements, the EDA or City
may sell to a developer selected properties that it may acquire
within the District or may lease land or facilities to a developer.
4. The EDA or City may perform or provide for some or all necessary
acquisition, construction, relocation, demolition, and required
utilities and public street work within the District.
DESCRIPTION OF PROPERTY IN THE DISTRICT AND PROPERTY
TO BE ACQUIRED
The District encompasses all property and adjacent roads rights-of-way and
abutting roadways identified by the parcels listed below.
Parcel number Address Owner
07.027.21.44.0025 6850 E. Point Douglas Rd S - Lot 3 Southpoint Ridge LLC
07.027.21.44.0026 6850 E. Point Douglas Rd S - Lot 4 Southpoint Ridge LLC
07.027.21.44.0021 6850 E. Point Douglas Rd S - Lot C City of Cottage Grove
07.027.21.44.0022 6850 E. Point Douglas Rd S - Lot D City of Cottage Grove
07.027.21.44.0019 6850 E. Point Douglas Rd S - Outlot A City of Cottage Grove
Please also see the map in Appendix A for further information on the location
of the District.
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 4
The EDA or City may acquire any parcel within the District including interior
and adjacent street rights of way. Any properties identified for acquisition will
be acquired by the EDA or City only in order to accomplish one or more of
the following: storm sewer improvements; provide land for needed public
streets, utilities and facilities; carry out land acquisition, site improvements,
clearance and/or development to accomplish the uses and objectives set
forth in this plan. The EDA or City may acquire property by gift, dedication,
condemnation or direct purchase from willing sellers in order to achieve the
objectives of this TIF Plan. Such acquisitions will be undertaken only when
there is assurance of funding to finance the acquisition and related costs.
The City currently owns three (3) parcels of the property to be included in the
District that will be sold to the developer as part of the project.
DISTRICT CLASSIFICATION
The EDA and City, in determining the need to create a tax increment financing
district in accordance with M.S., Sections 469.174 to 469.1794, as amended,
inclusive, find that the District, to be established, is a housing district pursuant
to M.S., Section 469.174, Subd. 11 and M.S., Section 469.1761.
$ The District consists of five (5) parcels
$ The development will consist of 144 units of multi-family rental housing
$ 20% of the units will be occupied by person with incomes at or below 50%
of the area median income
$ No more that 20% of the square footage of the building that is receiving
assistance from tax increment consists of commercial, retail or other non-
residential uses.
Pursuant to M.S., Section 469.176, Subd. 7, the District does not contain any
parcel or part of a parcel that qualified under the provisions of M.S., Sections
273.111, 273.112, or 273.114 or Chapter 473H for taxes payable in any of the five
calendar years before the filing of the request for certification of the District.
DURATION & FIRST YEAR OF DISTRICT’S TAX INCREMENT
Pursuant to M.S., Section 469.175, Subd. 1, and Section 469.176, Subd. 1, the
duration and first year of tax increment of the District must be indicated
within the TIF Plan. Pursuant to M.S., Section 469.176, Subd. 1b., the duration
of the District will be 25 years after receipt of the first increment by the EDA
or City (a total of 26 years of tax increment). The EDA or City elects to
receive the first tax increment in 2026, which is no later than four years
following the year of approval of the District.
Thus, it is estimated that the District, including any modifications of the TIF
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 5
Plan for subsequent phases or other changes, would terminate after 2051, or
when the TIF Plan is satisfied. The EDA or City reserves the right to decertify
the District prior to the legally required date.
ORIGINAL TAX CAPACITY, TAX RATE & ESTIMATED CAPTURED
NET TAX CAPACITY VALUE/INCREMENT & NOTIFICATION OF
PRIOR PLANNED IMPROVEMENTS
Pursuant to M.S., Section 469.174, Subd. 7 and M.S., Section 469.177, Subd. 1,
the Original Net Tax Capacity (ONTC) as certified for the District will be based
on the market values placed on the property by the assessor in 2023 for taxes
payable 2024.
Pursuant to M.S., Section 469.177, Subds. 1 and 2, the County Auditor shall
certify in each year (beginning in the payment year 2026) the amount by
which the original value has increased or decreased as a result of:
1. Change in tax exempt status of property;
2. Reduction or enlargement of the geographic boundaries of the District;
3. Change due to adjustments, negotiated or court-ordered abatements;
4. Change in the use of the property and classification;
5. Change in state law governing class rates; or
6. Change in previously issued building permits.
In any year in which the current Net Tax Capacity (NTC) value of the District
declines below the ONTC, no value will be captured and no tax increment will
be payable to the EDA or City.
The original local tax rate for the District will be the local tax rate for taxes
payable 2024, assuming the request for certification is made before June 30,
2024. The ONTC and the Preliminary 2024 Original Local Tax Rate for the
District appear in the table below.
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 6
Pursuant to M.S., Section 469.174 Subd. 4 and M.S., Section 469.177, Subd. 1, 2,
and 4, the estimated Captured Net Tax Capacity (CTC) of the District, within
Development District No. 1, upon completion of the projects within the
District, will annually approximate tax increment revenues as shown in the
table below. The EDA and City request 100% of the available increase in tax
capacity be used for repayment of the obligations of the EDA or City and
current expenditures, beginning in the tax year payable 2026. The Project Tax
Capacity (PTC) listed is an estimate of values when the projects within the
District are completed.
Development estimated Tax Capacity upon completion 635,001
Original estimated Net Tax Capacity 6,790
Fiscal Disparities 0
Estimated Captured Tax Capacity 628,211
Original Local Tax Rate 87.8318%
Prelim.
Pay 2024
Estimated Annual Tax Increment $551,770
Percent Retained by the City 100%
Project Tax Capacity
Note: Tax capacity includes a 3% inflation factor for the duration of the District. The tax
capacity included in this chart is the estimated tax capacity of the District in year 26. The tax
capacity of the District in year one is estimated to be $80,438.
Pursuant to M.S., Section 469.177, Subd. 4, the EDA shall, after a due and
diligent search, accompany its request for certification to the County Auditor
or its notice of the District enlargement pursuant to M.S., Section 469.175,
Subd. 4, with a listing of all properties within the District or area of
enlargement for which building permits have been issued during the eighteen
(18) months immediately preceding approval of the TIF Plan by the
municipality pursuant to M.S., Section 469.175, Subd. 3. The County Auditor
shall increase the original net tax capacity of the District by the net tax
capacity of improvements for which a building permit was issued.
The City and EDA have reviewed the area to be included in the District and
found no parcels for which building permits have been issued during the 18
months immediately preceding approval of the TIF plan by the City.
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 7
SOURCES OF REVENUE/BONDS TO BE ISSUED
The total estimated tax increment revenues for the District are shown in the
table below:
SOURCES
Tax Increment 9,820,941$
Interest 982,094
TOTAL 10,803,035$
The costs outlined in the Uses of Funds will be financed primarily through the
annual collection of tax increments. The EDA or City reserves the right to
issue bonds (as defined in the TIF Act) or incur other indebtedness as a result
of the TIF Plan. As presently proposed, the projects within the District will be
financed by pay-as-you-go notes and interfund loans. Any refunding amounts
will be deemed a budgeted cost without a formal modification to this TIF
Plan. This provision does not obligate the EDA or City to incur debt. The EDA
or City will issue bonds or incur other debt only upon the determination that
such action is in the best interest of the City.
The EDA or City may issue bonds secured in whole or in part with tax
increments from the District in a maximum principal amount of $6,889,951.
Such bonds may be in the form of pay-as-you-go notes, revenue bonds or
notes, general obligation bonds, or interfund loans. This estimate of total
bonded indebtedness is a cumulative statement of authority under this TIF
Plan as of the date of approval.
USES OF FUNDS
Currently under consideration for the District is a proposal to facilitate the
construction of a 144-unit apartment building with at least 20% of the units
affordable at 50% of the AMI or below. The EDA and City have determined
that it will be necessary to provide assistance to the project(s) for certain
District costs, as described herein.
The EDA has studied the feasibility of the development or redevelopment of
property in and around the District. To facilitate the establishment and
development or redevelopment of the District, this TIF Plan authorizes the use
of tax increment financing to pay for the cost of certain eligible expenses. The
estimate of public costs and uses of funds associated with the District is
outlined in the following table.
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 8
USES
Land/Building Acquisition 1,000,000$
Site Improvements/Preparation 500,000
Affordable Housing 3,757,857
Utilities 150,000
Other Qualifying Improvements 500,000
Administrative Costs (up to 10%)982,094
PROJECT COSTS TOTAL 6,889,951$
Interest 3,913,084
PROJECT AND INTEREST COSTS TOTAL 10,803,035$
The total project cost, including financing costs (interest) listed in the table
above does not exceed the total projected tax increments for the District as
shown in the Sources of Revenue section.
Estimated costs associated with the District are subject to change among
categories without a modification to the TIF Plan. The cost of all activities to
be considered for tax increment financing will not exceed, without formal
modification, the budget above pursuant to the applicable statutory
requirements. The EDA may expend funds for qualified housing activities
outside of the District boundaries.
FISCAL DISPARITIES ELECTION
Pursuant to M.S., Section 469.177, Subd. 3, the EDA or City may elect one of two
methods to calculate fiscal disparities.
The EDA will choose to calculate fiscal disparities by clause b (inside).
ESTIMATED IMPACT ON OTHER TAXING JURISDICTIONS
The estimated impact on other taxing jurisdictions assumes that the
redevelopment contemplated by the TIF Plan would occur without the
creation of the District. However, the EDA or City has determined that such
development or redevelopment would not occur "but for" tax increment
financing and that, therefore, the fiscal impact on other taxing jurisdictions is
$0. The estimated fiscal impact of the District would be as follows if the "but
for" test was not met:
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 9
Entity
Preliminary
2023/
Pay 2024
Total Net
Tax Capacity
Estimated
Captured Tax
Capacity (CTC)
upon
completion
Percent of
CTC to
Entity
Total
Washington County 556,112,283 628,211 0.1130%
City of Cottage Grove 62,558,846 628,211 1.0042%
ISD 833 (South
Washington County)194,299,727 628,211 0.3233%
Impact on Tax Base
Entity
Preliminary
Pay 2024
Extension
Rate
Percent of
Total CTC
Potential
Taxes
Washington County 21.9042% 24.94% 628,211 $ 137,605
City of Cottage Grove 32.7287% 37.26% 628,211 205,606
ISD 833 (South
Washington County)29.7481% 33.87% 628,211 186,881
Other 3.4508% 3.93% 628,211 21,678
87.8318% 100.00% $ 551,770
Impact on Tax Rates
The estimates listed above display the captured tax capacity when all
construction is completed. The tax rate used for calculations is the Preliminary
Pay 2024 rate. The total net capacity for the entities listed above are based
on Preliminary Pay 2024 figures. The District will be certified under the Final
Pay 2024 rates.
Pursuant to M.S., Section 469.175 Subd. 2(b):
(1) Estimate of total tax increment. It is estimated that the total amount
of tax increment that will be generated over the life of the District is
$9,820,941;
(2) Probable impact of the District on city provided services and ability
to issue debt. An impact of the District on police protection is
expected. With any addition of new residents or businesses, police
calls for service will be increased. New developments add an
increase in traffic, and additional overall demands to the call load.
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 10
The City does not expect that the proposed development, in and of
itself, will necessitate new capital investment in vehicles or facilities.
The probable impact of the District on fire protection is not expected
to be significant. Typically new buildings generate few calls, if any,
and are of superior construction. The existing site is undeveloped.
The City does not expect that the proposed development, in and of
itself, will necessitate new capital investment in vehicles or facilities.
The impact of the District on public infrastructure is expected to be
minimal. The development is not expected to significantly impact
any traffic movements in the area. The current infrastructure for
sanitary sewer, storm sewer and water will be able to handle the
additional volume generated from the proposed development.
Storm sewer modifications are part of the private development
budget.
Based on the development plans, there are no additional costs
associated with street maintenance, sweeping, plowing, lighting and
sidewalks.
The probable impact of the issuance of any general obligation tax
increment bonds payable from tax increment revenues from the
District on the City’s ability to issue debt for general fund purposes is
expected to be minimal. It is not anticipated that there will be any
general obligation debt issued in relation to this project, therefore
there will be no impact on the City's ability to issue future debt or on
the City's debt limit.
(3) Estimated amount of tax increment attributable to school district
levies. It is estimated that the amount of tax increments over the life
of the District that would be attributable to school district levies,
assuming the school district's share of the total local tax rate for all
taxing jurisdictions remained the same, is $3,326,292;
(4) Estimated amount of tax increment attributable to county levies. It is
estimated that the amount of tax increments over the life of the
District that would be attributable to county levies, assuming the
county's share of the total local tax rate for all taxing jurisdictions
remained the same, is $2,449,229;
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers) 11
(5) Additional information requested by the county or school district. The
City is not aware of any standard questions in a county or school
district written policy regarding tax increment districts and impact on
county or school district services. The county or school district must
request additional information pursuant to M.S., Section 469.175 Subd.
2(b) within 15 days after receipt of the tax increment financing plan.
No requests for additional information from the county or school
district regarding the proposed development for the District have
been received.
SUPPORTING DOCUMENTATION
Pursuant to M.S., Section 469.175, Subd. 1 (a), clause 7 this TIF Plan must
contain identification and description of studies and analyses used to make
the determination set forth in M.S., Section 469.175, Subd. 3, clause (b)(2) and
the findings are required in the resolution approving the District.
(i) In making said determination, reliance has been placed upon (1)
written representation made by the Developer to such effects, (2)
review of the Developer’s proforma; and (3) City staff awareness of
the feasibility of developing the project site within the District, which
is further outlined in the City Council resolution approving the
establishment of the District and Appendix C.
(ii) A comparative analysis of estimated market value both with and
without establishment of the District and the use of tax increments
has been performed. Such analysis is included with the cashflow in
Appendix B and indicates that the increase in estimated market
value of the proposed development (less the indicated subtractions)
exceeds the estimated market value of the site absent the
establishment of the District and the use of tax increments.
DISTRICT ADMINISTRATION
Administration of the District will be handled by the Community Development
Director.
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers)
Appendix A: Map of Development District No. 1 and the TIF
District
TIF Development Districts
Cottage Grove, MN ±
Date: 11/17/2023
Tax Increment Financing District No. 1-21
100th St S
St
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H
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y
1
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6
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80th St S
Jamaica Ave S70th St S
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6
1 HardwoodA
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eE P oint
DouglasRd SLegend
Tax Increment Financing District No. 1-21
Development District No. 1
0 10.5
Miles
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers)
Appendix B: Estimated Cash Flow for the District
Roers WF Housing - No InflationCity of Cottage Grove, MN 144 Mixed Income ApartmentsASSUMPTIONS AND RATESDistrictType:HousingDistrict Name/Number:County District #:Exempt Class Rate (Exempt) 0.00%First Year Construction or Inflation on Value 2024Commercial Industrial Preferred Class Rate (C/I Pref.)Existing District - Specify No. Years RemainingFirst $150,000 1.50%Inflation Rate - Every Year:3.00%Over $150,000 2.00%Interest Rate:4.00%Commercial Industrial Class Rate (C/I) 2.00%Present Value Date:1-Aug-25Rental Housing Class Rate (Rental) 1.25%First Period Ending1-Feb-26Affordable Rental Housing Class Rate (Aff. Rental)Tax Year District was Certified:Pay 2024First $100,000 0.25%Cashflow Assumes First Tax Increment For Development: 2026 Over $100,000 0.25%Years of Tax Increment26 Non-Homestead Residential (Non-H Res. 1 Unit)Assumes Last Year of Tax Increment 2051 First $500,000 1.00%Fiscal Disparities Election [Outside (A), Inside (B), or NA]Inside(B)Over $500,000 1.25%Incremental or Total Fiscal DisparitiesIncrementalHomestead Residential Class Rate (Hmstd. Res.)Fiscal Disparities Contribution Ratio 27.5474% Prelim. Pay 2024 First $500,000 1.00%Fiscal Disparities Metro-Wide Tax Rate 123.0260% Prelim. Pay 2024 Over $500,000 1.25%Maximum/Frozen Local Tax Rate: 87.832% Prelim. Pay 2024Agricultural Non-Homestead 1.00%Current Local Tax Rate: (Use lesser of Current or Max.) 87.832% Prelim. Pay 2024State-wide Tax Rate (Comm./Ind. only used for total taxes) 30.0000% Prelim. Pay 2024Market Value Tax Rate (Used for total taxes) 0.28424% Prelim. Pay 2024Building Total Percentage Tax Year Property Current Class AfterLand Market Market Of Value Used Original Original Tax Original After ConversionMap ID PID Owner Address Market Value Value Value for District Market Value Market Value Class Tax Capacity Conversion Orig. Tax Cap.107.027.21.44.0025Southpoint Ridge LLC 6850 E. Point Douglas Rd S - Lot 3535,900535,900 100% 535,900 Pay 2024Rental6,699 Rental6,699 1207.027.21.44.0026Southpoint Ridge LLC 6850 E. Point Douglas Rd S - Lot 41,5001,500 100% 1,500 Pay 2024C/I30 Rental19 1307.027.21.44.0021City of Cottage Grove 6850 E. Point Douglas Rd S - Lot C2,0002,000 100% 2,000 Pay 2024Exempt- Rental25 1407.027.21.44.0022City of Cottage Grove 6850 E. Point Douglas Rd S - Lot D2,0002,000 100% 2,000 Pay 2024Exempt- Rental25 1507.027.21.44.0019City of Cottage Grove 6850 E. Point Douglas Rd S - Outlot A 1,8001,800 100% 1,800 Pay 2024Exempt- Rental23 1543,200 0 543,200 543,200 6,729 6,790Note:1. Base values are for pay 2024 based on review of County website on 9-21-23.2. Located in taxing district 1904 COTTAGE GR U-833-SWWS.Area/ PhaseTax Rates BASE VALUE INFORMATION (Original Tax Capacity)
Roers WF Housing - No InflationCity of Cottage Grove, MN 144 Mixed Income ApartmentsEstimated Taxable Total Taxable Property Percentage Percentage Percentage Percentage First YearMarket Value Market Value Total Market Tax Project Project Tax Completed Completed Completed Completed Full TaxesArea/Phase New Use Per Sq. Ft./Unit Per Sq. Ft./Unit Sq. Ft./UnitsValue Class Tax Capacity Capacity/Unit 2024 2025 2026 2027 Payable1Apartments 225,000225,000 10724,075,000 Rental 300,938 2,813 25% 75% 100% 100% 20281Apartments 225,000225,000 378,325,000Aff. Rental 20,813 563 25% 75% 100% 100% 2028TOTAL32,400,000 321,750 Subtotal Residential144 32,400,000 321,750 Subtotal Commercial/Ind.00 0 Note:1. Market values are based upon conversation with County Assessor on 10-4-23.Total Fiscal Local Local Fiscal State-wide MarketTax Disparities Tax Property Disparities PropertyValue Total Taxes PerNew Use Capacity Tax Capacity Capacity Taxes Taxes Taxes Taxes Taxes Sq. Ft./UnitApartments 300,938 0 300,938 264,319 0 0 68,432 332,751 3,109.82Apartments 20,813 0 20,813 18,280 0 0 5,916 24,196 653.94TOTAL321,750 0 321,750 282,599 0 0 74,348 356,946Note: 1. Taxes and tax increment will vary significantly from year to year depending upon values, rates, state law, fiscal disparities and other factors which cannot be predicted.Total Property Taxes 356,946less State-wide Taxes 0less Fiscal Disp. Adj. 0less Market Value Taxes (74,348)less Base Value Taxes (5,964)Annual Gross TIF 276,635 WHAT IS EXCLUDED FROM TIF?TAX CALCULATIONSPROJECT INFORMATION (Project Tax Capacity)
Roers WF Housing - No InflationCity of Cottage Grove, MN 144 Mixed Income ApartmentsTAX INCREMENT CASH FLOWProject Original Fiscal Captured Local Annual Semi-Annual State Admin. Semi-Annual Semi-Annual PERIOD% of Tax Tax Disparities Tax Tax Gross Tax Gross Tax Auditor at Net Tax Present ENDING Tax PaymentOTC Capacity Capacity Incremental Capacity Rate Increment Increment 0.36% 10% Increment Value Yrs. Year Date- - - - 02/01/26100% 80,438 (6,790) - 73,648 87.832% 64,686 32,343 (116) (3,223) 29,004 27,878 0.5 2026 08/01/26100% 80,438 (6,790) - 73,648 87.832% 64,686 32,343 (116) (3,223) 29,004 55,209 1 2026 02/01/27100% 241,313 (6,790) - 234,523 87.832% 205,985 102,993 (371) (10,262) 92,360 140,535 1.5 2027 08/01/27100% 241,313 (6,790) - 234,523 87.832% 205,985 102,993 (371) (10,262) 92,360 224,188 2 2027 02/01/28100% 321,750 (6,790) - 314,960 87.832% 276,635 138,318 (498) (13,782) 124,038 334,330 2.5 2028 08/01/28100% 321,750 (6,790) - 314,960 87.832% 276,635 138,318 (498) (13,782) 124,038 442,312 3 2028 02/01/29100% 331,403 (6,790) - 324,613 87.832% 285,113 142,557 (513) (14,204) 127,839 551,421 3.5 2029 08/01/29100% 331,403 (6,790) - 324,613 87.832% 285,113 142,557 (513) (14,204) 127,839 658,391 4 2029 02/01/30100% 341,345 (6,790) - 334,555 87.832% 293,845 146,923 (529) (14,639) 131,754 766,476 4.5 2030 08/01/30100% 341,345 (6,790) - 334,555 87.832% 293,845 146,923 (529) (14,639) 131,754 872,441 5 2030 02/01/31100% 351,585 (6,790) - 344,795 87.832% 302,840 151,420 (545) (15,087) 135,787 979,508 5.5 2031 08/01/31100% 351,585 (6,790) - 344,795 87.832% 302,840 151,420 (545) (15,087) 135,787 1,084,476 6 2031 02/01/32100% 362,132 (6,790) - 355,342 87.832% 312,104 156,052 (562) (15,549) 139,941 1,190,534 6.5 2032 08/01/32100% 362,132 (6,790) - 355,342 87.832% 312,104 156,052 (562) (15,549) 139,941 1,294,513 7 2032 02/01/33100% 372,996 (6,790) - 366,206 87.832% 321,646 160,823 (579) (16,024) 144,220 1,399,569 7.5 2033 08/01/33100% 372,996 (6,790) - 366,206 87.832% 321,646 160,823 (579) (16,024) 144,220 1,502,565 8 2033 02/01/34100% 384,186 (6,790) - 377,396 87.832% 331,474 165,737 (597) (16,514) 148,626 1,606,627 8.5 2034 08/01/34100% 384,186 (6,790) - 377,396 87.832% 331,474 165,737 (597) (16,514) 148,626 1,708,649 9 2034 02/01/35100% 395,712 (6,790) - 388,922 87.832% 341,597 170,799 (615) (17,018) 153,165 1,811,725 9.5 2035 08/01/35100% 395,712 (6,790) - 388,922 87.832% 341,597 170,799 (615) (17,018) 153,165 1,912,779 10 2035 02/01/36100% 407,583 (6,790) - 400,793 87.832% 352,024 176,012 (634) (17,538) 157,841 2,014,877 10.5 2036 08/01/36100% 407,583 (6,790) - 400,793 87.832% 352,024 176,012 (634) (17,538) 157,841 2,114,972 11 2036 02/01/37100% 419,811 (6,790) - 413,021 87.832% 362,764 181,382 (653) (18,073) 162,656 2,216,099 11.5 2037 08/01/37100% 419,811 (6,790) - 413,021 87.832% 362,764 181,382 (653) (18,073) 162,656 2,315,243 12 2037 02/01/38100% 432,405 (6,790) - 425,615 87.832% 373,826 186,913 (673) (18,624) 167,616 2,415,407 12.5 2038 08/01/38100% 432,405 (6,790) - 425,615 87.832% 373,826 186,913 (673) (18,624) 167,616 2,513,607 13 2038 02/01/39100% 445,377 (6,790) - 438,587 87.832% 385,219 192,610 (693) (19,192) 172,725 2,612,815 13.5 2039 08/01/39100% 445,377 (6,790) - 438,587 87.832% 385,219 192,610 (693) (19,192) 172,725 2,710,079 14 2039 02/01/40100% 458,739 (6,790) - 451,949 87.832% 396,955 198,477 (715) (19,776) 177,987 2,808,340 14.5 2040 08/01/40100% 458,739 (6,790) - 451,949 87.832% 396,955 198,477 (715) (19,776) 177,987 2,904,674 15 2040 02/01/41100% 472,501 (6,790) - 465,711 87.832% 409,042 204,521 (736) (20,378) 183,406 3,001,996 15.5 2041 08/01/41100% 472,501 (6,790) - 465,711 87.832% 409,042 204,521 (736) (20,378) 183,406 3,097,409 16 2041 02/01/42100% 486,676 (6,790) - 479,886 87.832% 421,492 210,746 (759) (20,999) 188,989 3,193,799 16.5 2042 08/01/42100% 486,676 (6,790) - 479,886 87.832% 421,492 210,746 (759) (20,999) 188,989 3,288,298 17 2042 02/01/43100% 501,276 (6,790) - 494,486 87.832% 434,316 217,158 (782) (21,638) 194,739 3,383,764 17.5 2043 08/01/43100% 501,276 (6,790) - 494,486 87.832% 434,316 217,158 (782) (21,638) 194,739 3,477,357 18 2043 02/01/44100% 516,314 (6,790) - 509,524 87.832% 447,525 223,762 (806) (22,296) 200,661 3,571,906 18.5 2044 08/01/44100% 516,314 (6,790) - 509,524 87.832% 447,525 223,762 (806) (22,296) 200,661 3,664,601 19 2044 02/01/45100% 531,804 (6,790) - 525,014 87.832% 461,129 230,565 (830) (22,973) 206,761 3,758,241 19.5 2045 08/01/45100% 531,804 (6,790) - 525,014 87.832% 461,129 230,565 (830) (22,973) 206,761 3,850,045 20 2045 02/01/46100% 547,758 (6,790) - 540,968 87.832% 475,142 237,571 (855) (23,672) 213,044 3,942,784 20.5 2046 08/01/46100% 547,758 (6,790) - 540,968 87.832% 475,142 237,571 (855) (23,672) 213,044 4,033,705 21 2046 02/01/47100% 564,191 (6,790) - 557,401 87.832% 489,575 244,788 (881) (24,391) 219,516 4,125,550 21.5 2047 08/01/47100% 564,191 (6,790) - 557,401 87.832% 489,575 244,788 (881) (24,391) 219,516 4,215,595 22 2047 02/01/48100% 581,116 (6,790) - 574,326 87.832% 504,441 252,221 (908) (25,131) 226,181 4,306,555 22.5 2048 08/01/48100% 581,116 (6,790) - 574,326 87.832% 504,441 252,221 (908) (25,131) 226,181 4,395,731 23 2048 02/01/49100% 598,550 (6,790) - 591,760 87.832% 519,753 259,877 (936) (25,894) 233,047 4,485,812 23.5 2049 08/01/49100% 598,550 (6,790) - 591,760 87.832% 519,753 259,877 (936) (25,894) 233,047 4,574,128 24 2049 02/01/50100% 616,506 (6,790) - 609,716 87.832% 535,525 267,762 (964) (26,680) 240,119 4,663,338 24.5 2050 08/01/50100% 616,506 (6,790) - 609,716 87.832% 535,525 267,762 (964) (26,680) 240,119 4,750,800 25 2050 02/01/51100% 635,001 (6,790) - 628,211 87.832% 551,770 275,885 (993) (27,489) 247,402 4,839,148 25.5 2051 08/01/51100% 635,001 (6,790) - 628,211 87.832% 551,770 275,885 (993) (27,489) 247,402 4,925,763 26 2051 02/01/52 Total9,856,424 (35,483) (982,094) 8,838,847 Present Value From 08/01/2025 Present Value Rate 4.00% 5,492,844 (19,774) (547,307) 4,925,763
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers)
Appendix C: Findings Including But/For Qualifications
The reasons and facts supporting the findings for the adoption of the Tax
Increment Financing Plan for Tax Increment Financing District No. 1-21
(Roers), as required pursuant to Minnesota Statutes, (M.S.) Section 469.175,
Subdivision 3 are as follows:
1. Finding that Tax Increment Financing District No. 1-21 (Roers) is a
housing district as defined in M.S., Section 469.174, Subd. 11.
Tax Increment Financing District No. 1-21 (Roers) consists of five (5)
parcels. The development will consist of the construction of a 144-unit
apartment building with at least 20% of the units affordable at 50% of
the AMI or below, all or a portion of which will receive tax increment
assistance and will meet income restrictions described in M.S. Section
469.1761. At least 20% of the units receiving assistance will be occupied
by individuals and families whose incomes are at or below 50% of area
median income.
2. Finding that the proposed development, in the opinion of the City
Council, would not reasonably be expected to occur solely through
private investment within the reasonably foreseeable future.
The proposed development, in the opinion of the City, would not
reasonably be expected to occur solely through private investment
within the reasonably foreseeable future: This finding is supported by
the fact that the development proposed in the TIF Plan is a housing
district that meets the City's objectives for development and
redevelopment. The cost of land acquisition, site and public
improvements and utilities makes this housing development infeasible
without City assistance. Due to decreased rental income from
affordable units, there is insufficient cash flow to provide a sufficient
rate of return, pay operating expenses, and service the debt. This leaves
a gap in the funding for the project and makes this housing
development feasible only through assistance, in part, from tax
increment financing. The Developer was asked for and provided a letter
and a proforma as justification that the Developer would not have gone
forward without tax increment assistance.
Cottage Grove Economic Development Authority
Tax Increment Financing District No. 1-21 (Roers)
The increased market value of the site that could reasonably be
expected to occur without the use of tax increment financing would be
less than the increase in market value estimated to result from the
proposed development after subtracting the present value of the
projected tax increments for the maximum duration of the District
permitted by the TIF Plan: This finding is justified on the grounds that
the cost of land acquisition, site and public improvements, utilities and
construction of affordable housing add to the total development cost.
Historically, the costs of site and public improvements as well as
reduced rents required for affordable workforce housing in the City
have made development infeasible without tax increment assistance.
The City reasonably determines that no other development of similar
scope is anticipated on this site without substantially similar assistance
being provided to the development.
3. Finding that the TIF Plan for Tax Increment Financing District No. 1-21
(Roers) conforms to the general plan for the development or
redevelopment of the municipality as a whole.
The City Council reviewed the TIF Plan and found that the TIF Plan
conforms to the general development plan of the City.
4. Finding that the TIF Plan for Tax Increment Financing District No. 1-21
(Roers) will afford maximum opportunity, consistent with the sound
needs of the City as a whole, for the development or redevelopment of
Development District No. 1 by private enterprise.
Through the implementation of the TIF Plan, the City will provide an
impetus for residential development, which is desirable or necessary for
increased population and an increased need for life-cycle housing within
the City. The TIF Plan also helps the EDA meet their goal of providing
more affordable housing options in the City.