06-23-2025 City Council Agenda and PacketA.5:30 P.M. - WORK SESSION
Note: Unless otherwise noted, work sessions are held in the Fountain Conference Room in the
lower level of City Hall and are open to the public. If the City Council does not complete the work
session items in the time allotted, the remaining items will be considered after the regular agenda.
Public comment is not allowed at the work session.
A.1 Hwy 7 Corridor Study Update
A.2 6440 Hazeltine Blvd Development Proposal Discussion
A.3 Discuss 75,000 grant to Carver County CDA to acquire and rehab 6721 Hopi Road
A.4 Preliminary 2026 Budget & Levy Discussion #1
A.5 Excess ROW at Lyman Blvd and Hwy 101
A.6 Future Work Session Schedule
B.7:00 P.M. - CALL TO ORDER (Pledge of Allegiance)
C.PUBLIC ANNOUNCEMENTS
C.1 Moment of Silence in honor of Melissa and Mark Hortman
C.2 Invitation to the Annual 4th of July Celebration
C.3 Xfinity Sponsorship Recognition
D.CONSENT AGENDA
All items listed under the Consent Agenda are considered to be routine by the city council and will
be considered as one motion. There will be no separate discussion of these items. If discussion is
desired, that item will be removed from the Consent Agenda and considered separately. City
council action is based on the staff recommendation for each item. Refer to the council packet for
each staff report.
AGENDA
CHANHASSEN CITY COUNCIL
MONDAY, JUNE 23, 2025
CITY COUNCIL CHAMBERS, 7700 MARKET BOULEVARD
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D.1 Approve City Council Meeting Minutes dated June 9, 2025
D.2 Approve City Council Work Session Minutes dated June 9, 2025
D.3 Receive Economic Development Commission Minutes dated April 8, 2025
D.4 Approve Claims Paid dated June 23, 2025
D.5 Fire Station Facility Needs Study
D.6 Amendment to existing Easement Agreement and Construction License between Chanhassen
and the University of Minnesota related to the Crimson Bay Road Improvement project
D.7 Approve a Massage Therapy Business License for Spalon Montage - New Manager
D.8 Appointment to the Commission on Aging
D.9 Approve $75,000 grant to Carver County CDA to acquire and rehab 6721 Hopi Road
D.10 Award design contract for the 2026 Lake Drive East Rehabilitation Project
D.11 Approve an Encroachment Agreement between the City of Chanhassen and the property
owner at 9101 River Rock Drive North
D.12 Approve an Encroachment Agreement and Access Easement and Parking Agreement
between the City of Chanhassen and the property owner at 225 79th Street West
D.13 Resolution 2025-XX: Authorizing Continued Participation in the Office of State Auditor
(OSA) Performance Measurement Program
D.14 Resolution 2025-XX: Accept a $15,000 Donation from Xfinity
D.15 Resolution 2025-XX: Abandoning condemnation related to the Highway 41 MMSW
Roundabout Project
E.VISITOR PRESENTATIONS
Visitor Presentations requesting a response or action from the City Council must complete and
submit the Citizen Action Request Form (see VISITOR GUIDELINES at the end of this agenda).
F.FIRE DEPARTMENT/LAW ENFORCEMENT UPDATE
G.PUBLIC HEARINGS
G.1 Resolution #2025-XX, Approving the Right-of-Way, and Drainage and Utility Easement
Vacations necessary for the new Pleasant View Pointe Plat
H.GENERAL BUSINESS
H.1 Consider Avienda Apartments Preliminary Plat and Site Plan Review (Planning Case 25-08)
I.COUNCIL PRESENTATIONS
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J.ADMINISTRATIVE PRESENTATIONS
J.1 Receive Commission on Aging Annual Report
K.CORRESPONDENCE DISCUSSION
K.1 Carver County CDA Down Payment and Closing Cost Assistance Program
L.ADJOURNMENT
GUIDELINES FOR VISITOR PRESENTATIONS
Welcome to the Chanhassen City Council Meeting. In the interest of open communications, the
Chanhassen City Council wishes to provide an opportunity for the public to address the City Council.
That opportunity is provided at every regular City Council meeting during Visitor Presentations.
Anyone seeking a response or action from the City Council following their presentation is
required to complete and submit a Citizen Action Request Form. An online form is available at
https://www.chanhassenmn.gov/action or paper forms are available in the city council chambers
prior to the meeting.
A total of thirty minutes is alloted for Visitor Presentations. Priority is given to Chanhassen
residents. An additional thirty minutes may be provided after General Business items are
complete at the discretion of the City Council.
Anyone indicating a desire to speak during Visitor Presentations will be acknowledged by the
Mayor. When called upon to speak, state your name, address, and topic. All remarks shall be
addressed to the City Council as a whole, not to any specific member(s) or to any person who is
not a member of the City Council.
If there are a number of individuals present to speak on the same topic, please designate a
spokesperson that can summarize the issue.
Limit your comments to five minutes. Additional time may be granted at the discretion of the
Mayor. If you have written comments, provide a copy to the Council. Comments may also be
emailed to the City Council at council@chanhassenmn.gov.
During Visitor Presentations, the Council and staff listen to comments and will not engage in
discussion. Council members or the City Manager may ask questions of you in order to gain a
thorough understanding of your concern, suggestion or request.
Please be aware that disrespectful comments or comments of a personal nature, directed at an
individual either by name or inference, will not be allowed. Personnel concerns should be
directed to the City Manager.
Members of the City Council and some staff members may gather at Tequila Butcher, 590 West
79th Street in Chanhassen immediately after the meeting for a purely social event. All members of the
public are welcome.
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City Council Item
June 23, 2025
Item Hwy 7 Corridor Study Update
File No.PW 067D5 Item No: A.1
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Charlie Howley, Director of Public Works/City Engineer
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
Discussion
Motion Type N/A
Strategic
Priority Operational Excellence
SUMMARY
Members of the MnDOT team will present information related to the Highway 7 Corridor Study.
The agenda includes:
A brief overview of the study
A review of the refined alternatives
Discussion and gather feedback from City Council
BACKGROUND
MnDOT is studying Highway 7 between Hopkins Crossroad and the Western Hennepin County line in
St. Bonifacius.
This study will seek to understand the transportation needs of all users, identify opportunities for future
improvements, establish a shared vision for improvement concepts among study partners, and develop
and evaluate these concepts to inform the design of facilities that will be upgraded as part of a pavement
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resurfacing project planned for 2029.
From November 2021 through June 2022, a road safety audit was conducted on Hwy 7. This audit
recommended that a full planning study be completed to develop a plan for future improvements that
includes access management, pedestrian and bicycle crossings, accessibility, highway signs, roadway
signals, and lighting. This planning study will be informed in part by the road safety audit completed on
this road.
Summary of work
Assess and document existing conditions
Ask people to share their transportation experiences and needs
Produce a document that identifies transportation needs and opportunities in the study area
Develop and evaluate recommended ideas for improvements, and get public input
Develop next steps for advancing the recommended improvements
DISCUSSION
N/A
BUDGET
N/A
RECOMMENDATION
N/A
ATTACHMENTS
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City Council Item
June 23, 2025
Item 6440 Hazeltine Blvd Development Proposal Discussion
File No.Item No: A.2
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Rachel Arsenault, Associate Planner
Reviewed By
SUGGESTED ACTION
No formal action; general discussion only.
Motion Type N/A
Strategic
Priority Development & Redevelopment
SUMMARY
The Headwaters development team is seeking the City Council's opinion on a potential multi-family
development at 6440 Hazeltine Boulevard.
BACKGROUND
The project page can be found here: https://www.chanhassenmn.gov/departments/community-
development/planning/proposed-development-projects/minnewashta-apartments
DISCUSSION
BUDGET
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RECOMMENDATION
No recommendation, discussion only.
ATTACHMENTS
Site Plan Sketch
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City Council Item
June 23, 2025
Item Discuss 75,000 grant to Carver County CDA to acquire and rehab 6721 Hopi
Road
File No.Item No: A.3
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Laurie Hokkanen, City Manager
Reviewed By
SUGGESTED ACTION
Discuss request
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
The Carver County CDA has approached the city with a request for $75,000 in City of Chanhassen
Local Area Housing Assistance (LAHA) funds. The city has approximately $250,000 in LAHA funds
available from 2024 and 2025. More information on LAHA funds:
https://www.revenue.state.mn.us/local-affordable-housing-aid.
The funding would help close the gap for a partnership involving Ruth Lunde, Habitat for Humanity,
the CDA, and the City of Chanhassen to create Chanhassen’s first Land Trust home. The CDA proposes
to acquire and renovate Ruth Lunde’s single-family home—a 1926-built, 3-bedroom, 2-bath house with
an attached 2-car garage. The home requires approximately $95,000 in renovations. Once complete, the
estimated value of the home would be $408,000.
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With the city’s $75,000 contribution and other committed resources, the home could be sold to a low- to
moderate-income buyer (earning 80% AMI or less) for $235,000. The home would be placed in the
Carver County Community Land Trust with a ground lease to ensure long-term affordability for at least
99 years.
DISCUSSION
Pending approval, the City Attorney will draft an agreement between the Carver County CDA and City
of Chanhassen.
BUDGET
Chanhassen received $126,855.46 in 2024, and a similar amount is expected for 2025. No dollars have
been obligated or expended to date.
RECOMMENDATION
ATTACHMENTS
Chanhassen CLT Proposal
Chanhassen Home Sources and Uses
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Chanhassen Land Trust Home Proposal Summary
Partnership:
Ruth Lunde
Habitat for Humanity
Carver County CDA
City of Chanhassen
Project Overview:
Property: 3-bedroom, 2-bath single-family home with attached 2-car garage
Year Built: 1926
Renovation Needs: ~$95,000
After-Rehab Value: ~$408,000
Funding Request:
Amount Requested: $75,000
Other Committed Resources: Additional funding secured
Impact of Full Funding:
Sale price to low/moderate-income buyer (≤80% AMI): $235,000
Home enters Carver County Community Land Trust (CLT)
99+ year aƯordability through ground lease
Impact of Reduced Funding:
Higher sale price
Reduced aƯordability for target income group
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Chanhassen Land Trust Home - 67XX Hopi Road
DEVELOPMENT COSTS (Uses)PERMANENT CAPITAL FUNDING (Sources)
Total Costs Name of Source Amount
ACQUISITION First Mortgage/Buyer Equity/DPA 235,000
Land 300,000 Carver County CDA 50,000
Closing Costs (title, legal)3,000 MHFA Impact Fund 85,000
Total Acquisition 303,000 Habitat Private Fundraising 10,000
CONSTRUCTION City of Chanhassen 75,000
Rehab Total Permanent Capital Funding 455,000
Construction Contract Amount 88,075
Construction Contingency (10%)8,808
Total Rehab Costs 96,883
PROFESSIONAL FEES
Professional Fees Total 35,988
DEVELOPER FEES
Developer Fee Total 15,000
FINANCING COSTS
Financing Costs Total 4,129
Total Development Cost 455,000
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City Council Item
June 23, 2025
Item Preliminary 2026 Budget & Levy Discussion #1
File No.Item No: A.4
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Kelly Grinnell, Finance Director
Reviewed By
SUGGESTED ACTION
Discuss preliminary 2026 General Fund budget and levy projections
Motion Type N/A
Strategic
Priority Financial Sustainability
SUMMARY
Staff will review the 2026 budget calendar (see attached), property tax values, items affecting the
General Fund budget, and property tax levy projections. The attached report provides additional
information.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
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ATTACHMENTS
2026 Budget Calendar
Memo - Prelim 2026 Budget and Levy Discussion 2025-06-17
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2026 Budget Calendar
Date Meeting Agenda Items
June 23, 2025 Work Session Preliminary Discussions about 2026 Budgets and Levies
June 25, 2025 -Dept Heads Submit Gov Fund Budget and CIP Requests
July 12, 2025
July 14, 2025 - City Manager/Dept Head Review of Budget and CIP Requests
July 26, 2025
August 11, 2025 Work Session Review Early Draft of 2026 General Fund Budget & Levy
September 8, 2025
Work Session & Council
Meeting
Presentation of Preliminary 2026 Levy and Gov Fund Budgets; 2026-2030 Gov Fund
CIP
Adopt Preliminary 2026 Levy and Gov Funds Budgets
September 22, 2025
Work Session & Council
Meeting
Further Discussion of Preliminary 2026 Levy and Gov Fund Budgets; 2026-2030 Gov
Fund CIP
(if not finished 9/8) Adopt Preliminary 2026 Levy and Gov Funds Budgets
September 23, 2025 -Dept Heads Submit Utility Fund Budget and CIP Requests
October 5, 2025
Presentation of Proposed 2026 Final Levy, Budgets, and CIP for all funds
Hold Truth in Taxation Public Meeting
Adopt Resolution Approving Final Levy, budgets, and CIP for all funds
November 24, 2025 Work Session Final Review of Proposed 2026 Levy, Budgets, and CIP for all funds
December 8, 2025 Council Meeting
October 27, 2025 Work Session Presentation of Capital Fund Budgets and 2026-2030 CIP
November 10, 2025 Work Session Presentation of Preliminary 2026 Utility Fund Budgets and 2026-2030 Utility Fund CIP
Staff
Staff
Staff
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Date: June 23, 2025
To: Mayor and Council Members
From: Kelly Grinnell, Finance Director
Re: Preliminary 2026 Budget & Levy Discussion
2026 Budget Calendar
Staff has begun work on the 2026 budget. The attached budget calendar lists key dates for budget items, council work
sessions and council meetings. The next council work session to discuss the budget is scheduled for August 1 1, 2025.
The council is required to adopt a preliminary tax levy by September 30 of each year and hold a Truth in Taxation public
meeting prior to adopting a final levy and budget before the end of the calendar year.
Property Tax Market Values for Pay 2026
One of the key factors affecting property tax rates and individual property owners is property tax values. The Carver
County Assessor provided a report on Estimated Market Value (EMV) for the City for property taxes payable in 202 6:
Assessment
Summary Residential Commercial/
Industrial Apartment Agricultural Total
2025 EMV $5,559,121,800 $739,472,700 $188,296,100 $51,733,000 $6,538,623,600
2024 EMV $5,277,742,800 $704,681,000 $193,267,100 $43,398,500 $6,219,089,400
Total Value
Change $281,379,000 $34,791,700 ($4,971,000) $8,334,500 $319,534,200
New
Construction $42,428,600 $32,984,500 $0 $0 $75,413,100
Market
Change $238,950,400 $1,807,200 ($4,971,000) $8,334,500 $244,121,100
% New
Construction 0.80% 4.68% 0.00% 0.00% 1.21%
% Market
Change 4.53% 0.26% -2.57% 19.20% 3.93%
2025 Total %
Change 5.33% 4.94% -2.57% 19.20% 5.14%
2024 Total %
Change 1.87% 5.56% 1.39% 2.72% 2.25%
The overall increase in EMV from 2024 to 2025 is 5.14% or $319.5 million, compared to a 2.25% increase last year. New
construction added about $75.4 million and value changes for existing properties added $244.1 million. C ommercial/
Industrial properties added nearly $33 million in value due to the partial completion of the Audubon and Xcel Energy
projects underway. Additional new construction value will be added as those properties are completed.
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Residential properties account for 85% of the EMV for the City. The following chart shows the breakdown of EMV among
property types:
Average and Median Home Values
The average estimated market value of a home in Chanhassen for taxes payable in 2026 is $572,400 compared to
$544,200 in 2025. The median estimated market value of a home in Chanhassen for taxes payable in 2026 is $501,600
compared to $476,300 in 2025.
2026 General Fund Budget
Wages and Benefits
Finance staff has identified several items that will impact wages and benefits for the 202 6 General Fund budget.
Union Contract/Cost of Living Adjustment
The current union contract is in effect through 2025, so a new contract negotiation will begin soon. The last contract
provided for 3% COLA increases annually for union employees (non-union employees have historically received the same
COLA as union employees). Staff has preliminarily budgeted for a 3% COLA for all FTEs. This increase is in line with what
other cities are proposing for their 2026 budget.
Staffing Study
The City contracted with David Drown Associates (DDA) to conduct a market study of wages to comparable cities. The
study showed that most of the City’s positions fall within the benchmarks (90% of minimum and 90% of the maximum).
However, there are nine positions that fell below the benchmarks. Just two positions were above the benchmarks. DDA
recommended some steps to bring the positions within the benchmarks, including adding a step 10 to the range and/or
bumping the entire range 3%. Staff reviewed the data and believes that adding a step 10 to the range makes the most
sense along with moving a few positions to higher ranges. The impact to the General Fund of these changes would be
about $73,000 in 2026, which is about a 1% increase in overall wages and benefits. Staff believes this change can be added
in to the budget without impacting the levy as projected last year.
$-
$1
$2
$3
$4
$5
$6
Residential Commercial/Industrial Apartment AgriculturalBillionsCity of Chanhassen
Estimated Market Values 2024 vs 2025
2024 EMV (Pay 2025)2025 EMV (Pay 2026)
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Health Insurance
The City issued an RFP for health insurance in 2024 (this is required by state statute every five years). Based on claims
history and current demographics the City received favorable proposals, including a rate cap of 15% for 2026. The
preliminary budget includes a 15% increase in premiums, so there will be savings if the actual premium comes in lower.
Premium rates for 2026 will be released in August.
MN Paid Leave Law
Minnesota’s statewide paid leave program will begin on January 1, 2026. The new law provides up to 20 weeks of time off
each year for employees to care for themselves or family. The paid leave provides for partial wage replacement.
Employers are required to either pay in to the state program or provide an equivalent plan that meets or exceeds the
coverage offered by the state. If the City pays in to the state program, the contribution rate will be .88% of wages in 2026.
The City solicited proposals from insurance carriers to provide an equivalent plan and is evaluating those proposals. The
most favorable proposal appears to offer a contribution rate of .79%, which is lower than the state rate. State law allows
for employers to require that employees pay half of the cost of the program through payroll deduction. Most cities are
going in this direction, so staff is budgeting for half of the premium to be paid from employees. The total cost to the City
is estimated to be $70,000 for 2026, with $48,000 coming from the General Fund.
Operating Expenses
There are several operating items that will impact the 2026 General Fund budget, including:
Carver County Sheriff’s Contract – expect a 6.1% increase, compared to 6.3% in 2025, 12.5% in 2024, and 8.4% in
2023 – a new settlement was reached for 2027 and 2028, which includes 7% wage increases each year, this will
likely mean 7-9% increases to the City in those years
Primary and General Elections in 2026 – increase from 2025 budget of $33,000
Wildlife population management – the City has been waiting for population counts to begin this program, the
expected cost for 2026 is $10,000
Operating impact of new City Hall/Senior Center – 2026 will be the first full year of operations – at this time we are
not expecting any large changes
There are no service level changes planned for 2026 nor any staffing additions planned
Based on what is currently known, staff is projecting overall expenditures to increase 4 -5% over 2025, however department
heads will submit formal requests in the next few weeks.
Staff does not expect any significant changes in revenues in 2026 compared to 2025. Levy projections from last year
showed a 4% increase in the General Fund levy.
2025 Other Funds
The City has several other budgeted funds, including special revenue funds and capital project funds. At this time staff
does not expect any significant changes compared to earlier projections for these funds. Staff will be working on updates
to the Capital Improvement Plan for 2026-2030. Some of the capital project funds have a property tax levy, but staff does
not expect any changes to the levy projections for these funds.
The City has three Enterprise (or Utility) Funds: Water, Sewer, and Storm Water. These funds do not have a property tax
levy and are operated like a business, with user fees set to cover operating, capital, and debt expenses. Budgets for these
funds will be considered in the fall.
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Property Tax Levy Projections
The table below shows levy projections from the December 2024 Truth in Taxation meeting based on the 6.3% increase in
2025 and the increasing levy for City Hall Campus debt:
Staff reviewed the projections and does not have any recommended changes. The City will be issuing bonds for the park
amenities portion of the Civic Campus project later this summer, so the levy amount for that debt service could change,
but staff does not expect it to increase.
Staff requests City Council input as department heads submit budget requests and staff begins to prepare draft budgets.
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City Council Item
June 23, 2025
Item Excess ROW at Lyman Blvd and Hwy 101
File No.Item No: A.5
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Laurie Hokkanen, City Manager
Reviewed By
SUGGESTED ACTION
Receive update from staff
Motion Type N/A
Strategic
Priority Development & Redevelopment
SUMMARY
Kraus-Anderson (KA) has approached the City regarding the acquisition of excess right-of-way (ROW)
along Lyman Blvd. to facilitate the development of a small specialty grocery store with approximately
100 parking spaces at the Crossroads Shopping Center, located at the intersection of Lyman Blvd. and
Hwy 101. Carver County owns the ROW in question. Carver County has indicated a willingness to sell
the ROW, and the process is significantly streamlined if the City acts as the buyer. The City has
obtained an appraisal for the property, with the cost reimbursed by KA, and is preparing to submit an
offer to Carver County. Upon successful acquisition, KA would purchase the ROW from the City.
BACKGROUND
DISCUSSION
BUDGET
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RECOMMENDATION
ATTACHMENTS
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City Council Item
June 23, 2025
Item Future Work Session Schedule
File No.Item No: A.6
Agenda Section 5:30 P.M. - WORK SESSION
Prepared By Laurie Hokkanen, City Manager
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority N/A
SUMMARY
The City Council is tentatively scheduled to hold the following work sessions:
July 14, 2025
Chanhassen Bluffs Community Center workshop with BKV and RJM
July 28, 2025
Hwy 5 discussion (Pedestrian underpass at Hwy 41)
City Council Roundtable
Pending items:
Sign Code updates
Chanhassen Bluffs Community Center planning workshops
Elections
Pleasantview Rd. project planning
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BACKGROUND
Staff or the City Council may suggest topics for work sessions. Dates are tentative until the meeting
agenda is published. Work sessions are typically held at 5:30 p.m. in conjunction with the regular City
Council meeting, but may be scheduled for other times as needed.
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
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City Council Item
June 23, 2025
Item Moment of Silence in honor of Melissa and Mark Hortman
File No.Item No: C.1
Agenda Section PUBLIC ANNOUNCEMENTS
Prepared By Laurie Hokkanen, City Manager
Reviewed By
SUGGESTED ACTION
Moment of Silence
Motion Type N/A
Strategic
Priority N/A
SUMMARY
On behalf of the City of Chanhassen, I extend my deepest condolences to the families impacted by
today’s devastating events. This tragedy is senseless and heartbreaking.
Our hearts are with the loved ones of those lost and injured, and with communities across Minnesota as
we grieve together and try to make sense of the unimaginable.
In moments like this, we are reminded of the power of unity and the importance of compassion.
We are holding the families and all Minnesotans in our thoughts during this difficult time.
Mayor Elise Ryan
City of Chanhassen
BACKGROUND
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DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
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City Council Item
June 23, 2025
Item Invitation to the Annual 4th of July Celebration
File No.Item No: C.2
Agenda Section PUBLIC ANNOUNCEMENTS
Prepared By Priya Wall, Recreation Manager
Reviewed By
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority N/A
SUMMARY
I am thrilled to invite the community to the City of Chanhassen's largest community event of the year -
the 42nd Annual 4th of July Celebration! The celebration will be held on July 2, 3, and 4 at City Center
Park and Lake Ann Park. The event is presented by the City of Chanhassen, in partnership with the
Rotary Club of Chanhassen and the SouthWest Metro Chamber of Commerce, and sponsored by
Xfinity, Nicolet National Bank, and local Community Event Sponsors.
Highlights include the annual carnival, street dance, local food vendors, beer garden, kids' activities,
fireworks, and parade, this year with a new route. For more information and a full schedule of events,
visit us at ChanhassenMN.gov/4th.
BACKGROUND
DISCUSSION
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BUDGET
RECOMMENDATION
ATTACHMENTS
Schedule of Events 2025
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Taste of Chanhassen
Presented by the Rotary Club of Chanhassen
4-11 PM | CITY CENTER PARK | FEES VARY
Beer Garden
Presented by the Rotary Club of Chanhassen
4-11 PM | CITY CENTER PARK | FEES VARY
Live Music
Featuring Up South Band
5:15-7:15 PM | CITY CENTER PARK | LARGE TENT | FREE
Kiddie Parade
Sponsored by Nicolet National Bank & kiddywampus
5:30-6 PM | CHANHASSEN ELEMENTARY EAST PARKING LOT | FREE
Chalk It Up Drawing Contest
Sponsored by Nicolet National Bank
6-8 PM | CITY CENTER PARK | HOCKEY RINK | FREE.
3rd Lair Summer Skateboard Series
Sponsored by Nicolet National Bank
7 PM | CITY CENTER PARK | SKATE PARK | FREE
Street Dance
Featuring Johnny Holm Band
8-11 PM | CITY CENTER PARK | LARGE TENT | FREE
Sand Sculpture Contest
Sponsored by Nicolet National Bank
11 AM-12 PM | LAKE ANN PARK | BEACH | FREE
Bingo!
Presented by the Chanhassen Commission on Aging
11 AM-1 PM | CITY CENTER PARK | SMALL TENT | FREE
Live Music
Featuring American Bootleg
11:45-1:45 PM | CITY CENTER PARK | LARGE TENT | FREE
Llama Experience Presented by the Rotary Club of Chanhassen
12:15-1:30 PM | CITY CENTER PARK | FREE
4th of July Parade & Historic Plane FlyoverProduced by the Rotary Club of Chanhassen
2:30 PM | DOWNTOWN CHANHASSEN | FREE
Fireworks Display
Presented by the City of Chanhassen, Xfinity & Community Event Sponsors
10 PM | LAKE ANN PARK | FREE
Kiddie Parade Ride Decorating
10 AM-3 PM | KIDDYWAMPUS CHANHASSEN STORE | FREE
KaiBi Mobile 3-8 PM | CITY CENTER PARK | FREE
Climate-controlled indoor nursing and changing suites.
Family Night at the Carnival
3-10 PM | CITY CENTER PARK | FEES VARY
Adult Fishing Contest 7-10 AM | LAKE ANN PARK | $25
Rules and regulations online at ChanhassenMN.gov/4th
Classic Car Show
Presented by the Rotary Club of Chanhassen
10 AM-1 PM | CITY CENTER PARK | WEST PARKING LOTS | FREE
Taste of Chanhassen
Presented by the Rotary Club of Chanhassen
10 AM-5 PM | CITY CENTER PARK | FEES VARY
Beer Garden
Presented by the Rotary Club of Chanhassen
10 AM-5 PM | CITY CENTER PARK | FEES VARY
Midwest Carnival Rides & Concessions
10 AM-6 PM | CITY CENTER PARK | FEES VARY
Kids’ Fishing Contest
Sponsored by Nicolet National Bank
10:30 AM-12 PM | LAKE ANN PARK | FISHING PIER | FREE
Medallion Hunt
Sponsored by Nicolet National Bank
11 AM | LAKE ANN PARK | FREE
SCHEDULE OF EVENTS
Kids’ Musical Performance
Featuring Todd’n’Tina | Sponsored by Nicolet National Bank 3:30-4:30 PM | CITY CENTER PARK | LARGE TENT | FREE
Face Painting
4:30-8 PM | CITY CENTER PARK | $3-$15
Youth Musical Performance
Featuring Back to Rock 6:30-9 PM | CITY CENTER PARK | LARGE TENT | FREE
Minnesota Twins Youth Baseball Clinic
SESSION I: 9-10:30 AM | SESSION II: 10:30 AM-12 PM
CHANHASSEN HIGH SCHOOL | FREE
Register online at ChanhassenMN.gov/4th
Kiddie Parade Ride Decorating
Sponsored by kiddywampus Chanhassen
10 AM-3 PM | KIDDYWAMPUS CHANHASSEN STORE | FREE
Midwest Carnival Rides & Concessions
3-11 PM | CITY CENTER PARK | FEES VARY
Business Expo
Presented by the SouthWest Metro Chamber of Commerce
4-6 PM | CITY CENTER PARK | SMALL TENT | FREE
Merchandise Sales
4-8 PM | CITY CENTER PARK | FEES VARY
Kiddie Games
Sponsored by Nicolet National Bank & Med Box Grill
4-8 PM | CITY CENTER PARK | $0.25/GAME
Llama Experience
Presented by the Rotary Club of Chanhassen
4-8 PM | CITY CENTER PARK | FREE
Permanent Jewelry
Studio SLVR Chaska
4-9 PM | CITY CENTER PARK | FEES VARYJULY 2JULY 3JULY 4NEWROUTE
29
City Council Item
June 23, 2025
Item Xfinity Sponsorship Recognition
File No.Item No: C.3
Agenda Section PUBLIC ANNOUNCEMENTS
Prepared By Priya Wall, Recreation Manager
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority N/A
SUMMARY
The City of Chanhassen would like to recognize and thank Xfinity for generously supporting the 42nd
annual 4th of July Celebration. Xfinity will be sponsoring the Street Dance stage and fireworks as part
of this year's celebration and has donated $15,000 towards these events. Xfinity will also be presenting
a brand-new Movie in the Park event on July 1.
Between July 2, 3, and 4, five performances will take place on the Street Dance stage, with over 25,000
people enjoying these events. The July 4 fireworks display is viewed by an estimated 10,000 residents
and guests throughout Chanhassen. The Movie in the Park event, a showing of The Parent Trap,
provides an opportunity for free entertainment for people of all ages. Thank you, Xfinity, for making
these events possible for the Chanhassen community!
BACKGROUND
30
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
31
City Council Item
June 23, 2025
Item Approve City Council Meeting Minutes dated June 9, 2025
File No.Item No: D.1
Agenda Section CONSENT AGENDA
Prepared By Jenny Potter, City Clerk
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council approves the City Council Meeting minutes dated June 9, 2025."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends that the Chanhassen City Council approves the City Council Meeting minutes dated
June 9, 2025.
32
ATTACHMENTS
City Council Meeting minutes dated June 9, 2025
33
CHANHASSEN CITY COUNCIL
REGULAR MEETING
MINUTES
JUNE 9, 2025
Mayor Ryan called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge of
Allegiance.
COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember Schubert, Councilmember
von Oven, and Councilmember Kimber.
COUNCIL MEMBERS ABSENT: Councilmember McDonald.
STAFF PRESENT: Laurie Hokkanen, City Manager; Rachel Jeske, Planner; Charlie Howley,
Public Works Director/City Engineer; Kelly Grinnell, Finance Director; and Jenny Potter, City
Clerk.
PUBLIC PRESENT:
Patrick Jones, Branch Manager at the Chanhassen Library
Jodi Edstrom, Director at the Carver County Library
Nick Gardino, 1750 Mill Creek Lane
Debbie Lloyd, 7302 Laredo Drive
Linda Paulson
Judy Harder, 541 West 78th Street
PUBLIC ANNOUNCEMENTS: None.
CONSENT AGENDA: Councilmember von Oven moved, Councilmember Kimber
seconded that the City Council approve the following consent agenda items 1 through 20
pursuant to the City Manager’s recommendations:
1. Approve City Council Minutes dated May 12, 2025
2. Approve City Council Work Session Meeting Minutes dated May 12, 2025
3. Approve City Council Minutes dated May 19, 2025
4. Approve City Council Work Session Minutes dated May 19, 2025
5. Receive Planning Commission Minutes dated May 6, 2025
6. Receive Planning Commission Minutes dated May 20, 2025
7. Receive Commission on Aging Minutes dated March 21, 2025
34
City Council Minutes – June 9, 2025
2
8. Receive Commission on Aging Minutes dated April 18, 2025
9. Receive Park and Recreation Commission Minutes dated March 25, 2025
10. Receive Park and Recreation Commission Minutes dated April 22, 2025
11. Approve Claims Paid dated June 9, 2025
12. Approve an Encroachment Agreement between the City of Chanhassen and the property
owner at 6551 Kirkwood Circle
13. Approve an Encroachment Agreement between the City of Chanhassen and the property
owner at 3861 Stratford Ridge
14. Approve Contract for Replacement of Public Works Salt Shed Canvas Cover
15. 2025 Fleet Purchases – Bucket Truck
16. Approve Purchase: Outdoor Furnishings for City Hall and Senior Center
17. Approve Contract: Public Safety Communication Equipment for New City Hall
18. Approve Appliance Purchase for New City Hall and Senior Center
19. Approve Temporary Liquor License: Hackamore Brewing, Summerfest on June 21, 2025
20. Resolution 2025-46: PERA Police and Fire Resolution
All voted in favor, and the motion carried unanimously with a vote of 4 to 0.
VISITOR PRESENTATIONS.
1. Nick Gardino Citizen Action Request
Nick Gardino, 1750 Mill Creek Lane, Excelsior, thanked the Mayor and the City Council for
their work. He expressed concerns about growth in the city along King’s Road. He requested that
the City Council bring an ordinance that would require any city administrative decisions that
would provide connections of utilities, streets, or right-of-way easements to neighboring cities to
be reviewed by the City Council before being passed administratively. He referenced an example
along King’s Road and noted that he wanted the city to specifically consider any connections
that provide amenities to other cities, which would not give any tax funds to Chanhassen. He
thought these items should be open to the City Council for discussion and public hearings.
35
City Council Minutes – June 9, 2025
3
Mayor Ryan stated that this information would come before the City Council as a citizen action
request form to be discussed at a City Council Workshop.
2. State of the Library Presentation
Jodi Edstrom, Library Director for Carver County, summarized the public library services and
noted that there was a 25 percent digital increase. She reviewed the growth of technology, youth
services, and top book checkouts.
Patrick Jones, Branch Manager of the Chanhassen Library, provided an overview of
programming for children, teens, and adults available at the library. He reviewed the different
community partnerships and fundraisers completed.
Mayor Ryan thanked the library staff for their excellent work and partnership. She asked about
the partnership with library cards for students. She asked if it was open for the Minnetonka
school district. Mr. Jones answered that the Minnetonka one would be difficult, since many of
the kids have Hennepin County cards. They wanted to explore an option, but it would not be the
next step.
Debbie Lloyd, 7302 Laredo Drive, said she attended the City Council Work Session, where they
discussed the Santa Vera Development. She said that the PUD was the Saratoga Third Addition.
She read the permitted uses and the prohibited uses. She asked if the items presented tonight
were for condominiums or townhomes.
Linda Paulson said the old stucco could have asbestos in it, so the contractor needs to make sure
it does not get into the environment. She said little solicitors would be coming around regarding
utilities, and she enlarged a sticker provided by the city to put into her window. She stated that
public questioning is an essential element in a public society, and there is a need to express
evidence-based concerns. She stated that she had been at two different events where people love
the City Hall, but the black plastic grids look like a Humane Society. She explained that there
could be more modern options for the building.
Judy Harder, 541 West 78th Street, read a story to discuss the importance of trees in Chanhassen.
She referenced the different plantings that were completed in the city, including ones by the
different schoolchildren. She stated that she helped co-manage the learning sessions at the
elementary school gardens. She and her husband take care of the garden over the summer to
maintain it for students in the fall. She and her husband often hear different birds in the school
garden. She expressed the need for old trees and summarized a discussion she had with a student
about cottonwood trees.
PUBLIC HEARINGS.
36
City Council Minutes – June 9, 2025
4
1. Resolution 2025-47: Frontier Trail Association – Easement Agreement and Easement
Vacation
Charlie Howley, Public Works Director/City Engineer, summarized the subject property for
Resolution 2025-47. He provided an overview of the existing conditions of the property, which
included stormwater pipes, water mains, and sanitary sewer. He explained the easement
agreement and described the proposed work for the best management practice, the sewer
easement, and the drainage and utility easement.
Mayor Ryan opened the public hearing. There were no public comments.
Mayor Ryan closed the public hearing.
Councilmember von Oven moved, Councilmember Schubert seconded that in association
with the City of Chanhassen’s 2025 Street Improvement Project, the Chanhassen City
Council approves an agreement with Frontier Trail Association with respect to a grant of
easements and assessments, and further adopts a Resolution Approving the vacation of the
existing public sanitary sewer and drainage easements within LOT 12, Auditor’s
Subdivision No. 2, Carver County, and adopt the Findings of Fact. All voted in favor, and
the motion carried unanimously with a vote of 4 to 0.
GENERAL BUSINESS.
1. Resolution 2025-48: Authorizing the Issuance and Awarding Sale of $13.85M GO
Temporary Sales Tax Revenue Bonds, Series 2025
Kelly Grinnell, Finance Director, introduced Nick Anhut to review the results of the bonds to
help pay for the purchase of land.
Nick Anhut, Senior Municipal Advisor for Ehlers, Inc., reviewed the bonding authorization to
pursue a temporary bond with interest-only payments for three years. He stated that the funds can
cover initial land acquisition and design expenses. He summarized the process to date, which
includes a purchase agreement for land confirmation and a credit rating discussion with Standard
& Poor’s. He stated that they received two bids, with Piper Sandler & Co. being the winner at
3.2002 percent. He said that they would have $40,000 in reduced annual interest expense. He
summarized the final action and recommended moving forward with the favorable result.
Mayor Ryan expressed appreciation for the work completed.
Councilmember Kimber moved, Councilmember Schubert seconded that the Chanhassen
City Council adopt Resolution 2025-48 Authorizing the Issuance and Awarding the Sale of
$13,185,000 General Obligation Temporary Sales Tax Revenue Bonds, Series 2025A and
37
City Council Minutes – June 9, 2025
5
Pledging Tax Revenues for the Payment Thereof. All voted in favor, and the motion carried
unanimously with a vote of 4 to 0.
2. Ordinance 747: Amending Chapter 1 and Chapter 20 Regulating Detached Accessory
Dwelling Units
Rachel Jeske, Planner, summarized the 2024 Work Plan and noted that they needed to pass an
ordinance related to accessory dwelling units. She summarized the detached accessory dwelling
unit zoning process, along with the regulations and standards that it would need to meet for the
conditional use permit to be approved.
Mayor Ryan asked if there were additional comments or questions.
Councilmember Schubert expressed concerns from residents. She clarified that people still have
to apply, and it would still go before the Planning Commission and the City Council, rather than
an administrative decision. Ms. Jeske answered that a detached accessory dwelling unit would
always have to go before the Planning Commission and the City Council.
Councilmember Schubert asked what steps the city takes on short-term rentals. Ms. Jeske
answers that Host Compliance monitors all websites that pull rental listings online. The city
sends them letters to comply.
Mayor Ryan said that the biggest concern was that the ADUs would not be allowed to be used as
rentals. She said that the city staff would pay attention and make sure the information is clear.
Councilmember von Oven moved, Councilmember Kimber seconded that the Chanhassen
City Council adopt an Ordinance Amending Chapter 1 and Chapter 20 regulating
detached accessory dwelling units within the City of Chanhassen and approve the
resolution for summary ordinance for publication. All voted in favor, and the motion
carried unanimously with a vote of 4 to 0.
COUNCIL PRESENTATIONS. None.
ADMINISTRATIVE PRESENTATIONS. None.
CORRESPONDENCE DISCUSSION. None.
Councilmember Schubert moved, Councilmember von Oven seconded to adjourn the
meeting. All voted in favor, and the motion carried unanimously with a vote of 4 to 0. The
City Council meeting was adjourned at 7:53 p.m.
Submitted by Laurie Hokkanen
City Manager
38
City Council Minutes – June 9, 2025
6
Prepared by Jenny Potter
City Clerk
39
City Council Item
June 23, 2025
Item Approve City Council Work Session Minutes dated June 9, 2025
File No.Item No: D.2
Agenda Section CONSENT AGENDA
Prepared By Jenny Potter, City Clerk
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council approves the City Council Work Session Minutes dated June 9,
2025."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
Staff recommends that the Chanhassen City Council approves the City Council Work Session minutes
dated June 9, 2025.
40
ATTACHMENTS
City Council Work Session Minutes dated June 9, 2025
41
1
CHANHASSEN CITY COUNCIL
WORK SESSION
MINUTES
June 9, 2025
Mayor Ryan called the work session to order at 5:30 p.m.
COUNCIL MEMBERS PRESENT: Mayor Ryan, Councilmember von Oven, Councilmember
Kimber, Councilmember Schubert
COUNCIL MEMBERS ABSENT: Councilmember McDonald
STAFF PRESENT: Laurie Hokkanen, City Manager; Matt Unmacht, Assistant City Manager;
Charlie Howley, Public Works Director/City Engineer; Patrick Gavin, Communications Manager;
Jerry Ruegemer, Parks Director; Breanne Rothstein, Planning Consultant; Rachel Jeske, Planner;
Jenny Potter, City Clerk; Samantha DiMaggio, Economic Development Manager
PUBLIC PRESENT:
Santa Vera Development Proposal Discussion
Rachel Jeske, Planner, introduced Josh McKinney from Measure Group and Ryan Sailer from
Headwaters Development. Ms. Jeske delivered a presentation showcasing updated concept plans
for the apartments at Santa Vera Drive, which include 46 residential units on a 3.85-acre site. The
project will feature market-rate apartment flats organized in 12-unit and 16-unit buildings. The
Planned Unit Development (PUD) designation permits 46 units of multi-family housing at R12
density, defined as multi-storied apartments or condominium units. The development needs several
land use approvals, including Site Plan Approval and a PUD Amendment. Infrastructure planning
aims to maintain existing road access points while adding a stormwater retention pond in the
southeast corner of the site. The City Council reviewed the revised site plan and architectural
materials in this ongoing preliminary review. Councilmembers expressed appreciation for the new
changes and felt they were a step in the right direction.
Commercial Vehicle Parking Discussion
Rachel Jeske, Planner, gave a presentation about parking on city streets for commercial vehicles.
Currently, parking for commercial vehicles is not regulated outside of roads with "No Parking"
signs (which require City Council approval by resolution), except for a citywide 48 -hour
limitation.
The City Council reviewed potential policy changes for Kerber Boulevard, considering three
options: maintaining the status quo, adopting a City Council resolution to limit parking through
signs that restrict times or vehicle types, or implementing a complete parking ban with no-parking
42
City Council Work Session Minutes – June 9, 2025
2
signs. The city has the authority under Section 12-13 of the municipal code to designate no parking,
stopping, or standing zones by resolution and can limit the hours these restrictions apply.
Councilmembers asked city staff to return at a future work session with additional data and
potential options about the city's commercial parking regulations so that a more holistic policy
change can be considered, if needed.
Road Construction Update
Charlie Howley, Public Works Director/City Engineer, provided an update on the ongoing road
construction projects.
-2025 City Pavement Rehabilitation Project: Frontier Trail/Conestoga: Project is progressing well
with cooperative weather conditions, though still in early stages.
-Crimson Bay Road: Contractor mobilization is delayed while waiting for lift station components
with long lead times. No impact on overall project schedule expected.
-Galpin Boulevard Improvement Project: Construction is moving rapidly with favorable weathe r.
The section north of Lake Lucy is essentially complete, and the stretch between Brinker and Topaz
is nearly finished. Lake Lucy and Long Acres roundabouts remain to be constructed.
-Minnetonka Middle School West Roundabout: The project is currently unfunded and on hold. If
the city chooses to proceed, construction would likely be delayed until 2028 due to Highway 5
detour conflicts. The city retains $1.5 million in Local Road Improvement Program funding, and
$1 million in LPP funding remains available with extension. A nearby development could
potentially reduce project costs if the developer self-performs the western leg of the roundabout.
Mr. Howley also provided councilmembers with a preview of projects expected in 2026:
-2026 City Pavement Rehabilitation Project covers two areas:
Fox Hollow: Complete reconstruction including pavement, ADA upgrades, stormwater
management and full sewer/water main replacement.
Vasserman Ridge: Pavement resurfacing, spot repairs to curbs/sidewalks, ADA
improvements and targeted sewer/water repairs.
-Great Plains/Lake Drive East Rehabilitation Project: This project includes 0.5 miles of street
rehabilitation and includes an intersection improvement at Great Plains Boulevard and Lake Drive
East. These are Municipal State Aid (MSA) Routes, and as such, State money can be used to cover
part of the project costs. Private Property Assessments will still be used per the City's Assessment
Policy.
-Market Boulevard will be re-engaged for potential 2027 construction, with possible preliminary
work in 2026 that should not require street closures.
43
City Council Work Session Minutes – June 9, 2025
3
Mayor Ryan adjourned the work session at 6:49 P.M.
Submitted by Laurie Hokkanen
City Manager
Prepared by Jenny Potter
City Clerk
44
City Council Item
June 23, 2025
Item Receive Economic Development Commission Minutes dated April 8, 2025
File No.Item No: D.3
Agenda Section CONSENT AGENDA
Prepared By Kate Vogt, Admin Support Specialist
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council receives the Economic Development Commission Minutes dated
April 8, 2025."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
45
April 8, 2025 Economic Development Minutes
46
CHANHASSEN ECONOMIC
DEVELOPMENT COMMISSION
REGULAR MEETING
APRIL 8, 2025
Samantha DiMaggio called the meeting to order at 5:31 p.m.
MEMBERS PRESENT: Eric Anderson, David Benedict, Nick Gardino, John Kroll, Cohen Lee
MEMBERS ABSENT: Luke Bame
STAFF PRESENT: Samantha DiMaggio, Economic Development Manager
PUBLIC PRESENT: Steve Curtis, Executive Director of Southwest Metro Chamber of Commerce
APPROVAL OF AGENDA:
APPROVE ECONOMIC DEVELOPMENT COMMISSION AGENDA DATED APRIL 8, 2025
Commissioner Benedict moved, and Commissioner Lee seconded to approve the Agenda of the
Economic Development Commission meeting dated April 8, 2025, as presented. All voted in favor and
the motion was carried unanimously with a vote of 5 to 0.
OATHS OF OFFICE:
Jenny Potter, City Clerk, performed the Oath of Office for new Commissioners Nick Gardino and John
Kroll.
APPROVAL OF MINUTES:
APPROVE ECONOMIC DEVELOPMENT COMMISSION MINUTES DATED MARCH 11, 2025
Commissioner Benedict moved, and Commissioner Lee seconded to approve the Minutes of the
Economic Development Commission meeting dated March 11, 2025, as presented. All voted in favor and
the motion was carried unanimously with a vote of 5 to 0.
VISITOR PRESENTATIONS:
Steve Curtis – Executive Director of the Southwest Metro Chamber of Commerce.
DISCUSSION/GENERAL BUSINESS ITEMS:
ELECTION OF 2025 CHAIR & VICE CHAIR
Commissioner Benedict motioned, and Commissioner Lee seconded the nomination of
Commissioner Anderson to remain as Chair of the Economic Development Commission. All voted
in favor and the motion was carried unanimously with a vote of 5 to 0.
Commissioner Lee motioned, and Commissioner Benedict seconded the nomination of
Commissioner Bame to serve as Vice Chair of the Economic Development Commission. All voted in
favor and the motion was carried unanimously with a vote of 5 to 0.
47
Economic Development Commission – January 9, 2024
2
ADJOURNMENT:
Commissioner Lee moved, and Commissioner Benedict seconded to adjourn the meeting. All voted in
favor and the motion was carried unanimously with a vote of 5 to 0. The Economic Development
Commission meeting was adjourned at 6:52 p.m.
Submitted by Samantha DiMaggio
Economic Development Manager
48
City Council Item
June 23, 2025
Item Approve Claims Paid dated June 23, 2025
File No.Item No: D.4
Agenda Section CONSENT AGENDA
Prepared By Danielle Washburn, Assistant Finance Director
Reviewed By Kelly Grinnell
SUGGESTED ACTION
"The Chanhassen City Council Approves Claims Paid dated June 23, 2025."
Motion Type Simple Majority Vote of members present
Strategic
Priority Financial Sustainability
SUMMARY
BACKGROUND
DISCUSSION
The following claims are submitted for review and approval on June 23, 2025:
Total Claims $4,129,422.73
BUDGET
RECOMMENDATION
49
ATTACHMENTS
Payment Summary
Payment Detail
50
Accounts Payable
Checks by Date - Summary
Vendor Name Check Date Void Checks Check Amount
CENTURYLINK 06/04/2025
0.00 1,500.18
Dawn Smith 06/04/2025
0.00 16.26
Drew Zoromski 06/04/2025
0.00 746.74
Marco Inc 06/04/2025
0.00 1,110.00
MN CITY/COUNTY MGMT ASSOC. 06/04/2025
0.00 75.00
MN VALLEY ELECTRIC COOP 06/04/2025
0.00 7,169.09
Nokomis Energy, LLC 06/04/2025
0.00 7,613.65
Patrick Kirschbaum 06/04/2025
0.00 10.44
Priya Tandon 06/04/2025
0.00 250.00
Samantha DiMaggio 06/04/2025
0.00 218.40
TITLE WERKS LLC 06/04/2025
0.00 133.26
Tyler Vickerman 06/04/2025
0.00 1,543.36
VERIZON WIRELESS 06/04/2025
0.00 4,489.16
XCEL ENERGY INC 06/04/2025
0.00 3,978.69
Abdo LLP 06/05/2025
0.00 3,000.00
AIR COMPRESSORS PLUS 06/05/2025
0.00 190.00
All Truck & Trailer Parts 06/05/2025
0.00 689.84
AMC 06/05/2025
0.00 2,500.00
American Family Life Assurance Company of Columbus 06/05/2025
0.00 85.02
Andrea & Jeff Krautkramer 06/05/2025
0.00 500.00
Blackburn Manufacturing Company 06/05/2025
0.00 624.12
Boarman Kroos Vogel Group Inc 06/05/2025
0.00 12,515.78
BRAUN INTERTEC CORPORATION 06/05/2025
0.00 7,433.00
C and S Management Company Inc 06/05/2025
0.00 37,050.00
Chappell Central Inc 06/05/2025
0.00 444,448.86
Cleaning Solutions Services 06/05/2025
0.00 8,950.42
Clow Valve Company - iHydrant 06/05/2025
0.00 1,200.00
COMMUNITY EDUCATION ISD 112 06/05/2025
0.00 2,238.00
COMPUTER INTEGRATION TECHN. 06/05/2025
0.00 725.60
DALCO ENTERPRISES, INC. 06/05/2025
0.00 140.48
Daniel Rademacher 06/05/2025
0.00 280.00
DAYCO CONCRETE COMPANY 06/05/2025
0.00 275,259.65
Ebert Inc 06/05/2025
0.00 1,888.60
ECM PUBLISHERS INC 06/05/2025
0.00 80.60
Environmental Equipment & Services Inc 06/05/2025
0.00 648.73
Eric and Megan Brandt 06/05/2025
0.00 1,000.00
Eric Sturgis 06/05/2025
0.00 50.00
FACTORY MOTOR PARTS COMPANY 06/05/2025
0.00 189.36
Game One 06/05/2025
0.00 1,037.19
Go Gymnastics 06/05/2025
0.00 2,366.25
GRANICUS INC 06/05/2025
0.00 8,534.95
Greystone Construction Co. 06/05/2025
0.00 42,783.44
Guard Guys, LLC 06/05/2025
0.00 307.45
H&B Specialized Products Inc 06/05/2025
0.00 445.00
Page 1 of 3 51
Vendor Name Check Date Void Checks Check Amount
HALLOCK COMPANY 06/05/2025
0.00 4,171.33
HAWKINS CHEMICAL 06/05/2025
0.00 10.00
HOISINGTON KOEGLER GROUP 06/05/2025
0.00 2,760.00
Innovative Office Solutions LLC 06/05/2025
0.00 278.31
Kelleher Construction, Inc 06/05/2025
0.00 76,146.30
KELLINGTON CONSTRUCTION 06/05/2025
0.00 59,365.50
Kerry & Abbie Zajicek 06/05/2025
0.00 2,500.00
KIMLEY HORN AND ASSOCIATES INC 06/05/2025
0.00 1,089.25
KNUTSON CONSTRUCTION SERVICE 06/05/2025
0.00 3,020.25
LAKETOWN ELECTRIC CORPORATION 06/05/2025
0.00 180,500.00
Marlene Lundeen 06/05/2025
0.00 76.00
Matheson Tri-Gas, Inc. 06/05/2025
0.00 185.18
Minnesota Roadways Co 06/05/2025
0.00 170.88
Minnkota Architectural Products Co, Inc 06/05/2025
0.00 113,579.81
Minuteman Press 06/05/2025
0.00 59.89
Mulcahy Nickolaus LLC 06/05/2025
0.00 420,115.18
NAPA AUTO & TRUCK PARTS 06/05/2025
0.00 670.25
North American Safety, Inc. 06/05/2025
0.00 2,025.67
Northern Audio Production, Inc. 06/05/2025
0.00 1,300.00
NORTHWEST ASPHALT INC 06/05/2025
0.00 44,571.14
O'Reilly Automotive Inc 06/05/2025
0.00 102.97
PACE ANALYTICAL SERVICES INC 06/05/2025
0.00 1,403.00
PALMER WEST CONSTRUCTION 06/05/2025
0.00 297,095.40
Patrick Lam 06/05/2025
0.00 100.00
Philip Manley 06/05/2025
0.00 100.00
Ramsey Excavating Company 06/05/2025
0.00 35,890.05
Rent N Save Portable Services 06/05/2025
0.00 3,804.55
ROADKILL ANIMAL CONTROL 06/05/2025
0.00 531.00
Senja Inc 06/05/2025
0.00 160.00
Silva Screenprinting & Dist, LLC 06/05/2025
0.00 4,177.70
Simon Lee 06/05/2025
0.00 150.00
SiteOne Landscape Supply 06/05/2025
0.00 2,114.70
SM HENTGES & SONS 06/05/2025
0.00 1,171,541.35
STRUCTION CONTRACTING LLC 06/05/2025
0.00 500.00
SUMMIT FIRE PROTECTION 06/05/2025
0.00 118,013.75
Swanson & Youngdale Inc 06/05/2025
0.00 9,500.00
TWIN CITY GARAGE DOOR CO 06/05/2025
0.00 376.63
TWIN CITY HARDWARE 06/05/2025
0.00 75,193.90
USA BLUE BOOK 06/05/2025
0.00 613.58
West Metro Mechanical Inc 06/05/2025
0.00 188.94
WM MUELLER & SONS INC 06/05/2025
0.00 1,084.08
WS & D PERMIT SERVICE 06/05/2025
0.00 120.00
ZIEGLER INC 06/05/2025
0.00 97.62
Frontier Trail Association 06/09/2025
0.00 9,270.00
CenturyLink 06/11/2025
0.00 64.00
HENNEPIN COUNTY FIRE CHIEF'S ASSN 06/11/2025
0.00 200.00
IUOE Local #49 06/11/2025
0.00 665.00
Metronet Holdings, LLC 06/11/2025
0.00 56.51
MN NCPERS LIFE INSURANCE 06/11/2025
0.00 128.00
Mojo Filter Media 06/11/2025
0.00 2,000.00
XCEL ENERGY INC 06/11/2025
0.00 33.68
4 Paws Animal Control 06/12/2025
0.00 175.00
Anne Beckman 06/12/2025
0.00 240.00
Page 2 of 3 52
Vendor Name Check Date Void Checks Check Amount
ARAMARK Refreshment Services, LLC 06/12/2025
0.00 1,407.99
BENIEK PROPERTY SERVICES INC 06/12/2025
0.00 1,540.00
Cady Business Techologies 06/12/2025
0.00 243.75
Carver County 06/12/2025
0.00 1,950.00
Cindy Skack 06/12/2025
0.00 100.00
Cleaning Solutions Services 06/12/2025
0.00 420.00
ClearGov Inc 06/12/2025
0.00 5,363.33
CROWN COLLEGE 06/12/2025
0.00 650.00
Diversified Plumbing and Heating Inc 06/12/2025
0.00 250.00
ECM PUBLISHERS INC 06/12/2025
0.00 387.02
EMERGENCY APPARATUS MAINT. INC 06/12/2025
0.00 118.36
Enterprise FM Trust 06/12/2025
0.00 35,473.30
Ferguson Enterprises, Inc. #1657 06/12/2025
0.00 71.67
GRAYBAR 06/12/2025
0.00 3,837.30
HAWKINS CHEMICAL 06/12/2025
0.00 7,266.76
Innovative Office Solutions LLC 06/12/2025
0.00 214.10
Jennifer DeAlwis 06/12/2025
0.00 100.00
JOHN DEERE GOVERNMENT 06/12/2025
0.00 76,550.31
Jonathan Koehler 06/12/2025
0.00 50.00
Juli Al-Hilwani 06/12/2025
0.00 412.50
Justin Robinson 06/12/2025
0.00 50.00
KaiBi Mobile LLC 06/12/2025
0.00 1,500.00
Kerry Maus 06/12/2025
0.00 315.00
Melinda Colwell 06/12/2025
0.00 1,440.00
Metropolitan Council, Env Svcs 06/12/2025
0.00 2,460.15
MTI DISTRIBUTING INC 06/12/2025
0.00 3,533.53
NAPA AUTO & TRUCK PARTS 06/12/2025
0.00 260.69
New Brighton Ford Inc 06/12/2025
0.00 58,416.00
North American Safety, Inc. 06/12/2025
0.00 719.52
PACE ANALYTICAL SERVICES INC 06/12/2025
0.00 1,403.00
PRECISE MRM LLC 06/12/2025
0.00 294.00
Precision Utilities 06/12/2025
0.00 11,053.75
PUMP AND METER SERVICE INC 06/12/2025
0.00 72.26
RACHEL CONTRACTING, INC 06/12/2025
0.00 125,827.83
Safety-Kleen Systems, Inc 06/12/2025
0.00 756.87
SM HENTGES & SONS 06/12/2025
0.00 227,623.52
Sophia Martin 06/12/2025
0.00 136.50
Sun Life Financial 06/12/2025
0.00 3,877.59
Taylor Electric Company, LLC 06/12/2025
0.00 7,794.00
Tee Jay North, Inc. 06/12/2025
0.00 250.00
TruGreen Processing Center 06/12/2025
0.00 1,144.00
USA BLUE BOOK 06/12/2025
0.00 575.16
WATSON COMPANY 06/12/2025
0.00 2,041.20
WSB & ASSOCIATES INC 06/12/2025
0.00 6,826.00
WW GRAINGER INC 06/12/2025
0.00 342.85
Report Total: 0.00 4,129,422.73
Page 3 of 3 53
AP
Check Detail
User: dwashburn@chanhassenmn.gov
Printed: 6/13/2025 1:59:22 PM
Last Name Acct 1 Amount Check Date Description
4 Paws Animal Control 101-1220-4580 175.00 6/12/2025 December 2024 Services
175.00 6/12/2025
4 Paws Animal Control 175.00
Abdo LLP 101-1130-4301 3,000.00 6/5/2025 Audit services
3,000.00 6/5/2025
Abdo LLP 3,000.00
AIR COMPRESSORS PLUS 101-1370-4170 190.00 6/5/2025 compressor oil
190.00 6/5/2025
AIR COMPRESSORS PLUS 190.00
Al-Hilwani Juli 101-1530-4347 337.50 6/12/2025 2 5 pack Bode Flolid
Al-Hilwani Juli 101-1539-4343 75.00 6/12/2025 Beginner Pickleball 5/31/25
412.50 6/12/2025
Al-Hilwani Juli 412.50
All Truck & Trailer Parts 101-1320-4140 461.12 6/5/2025 brake chambers / seal
All Truck & Trailer Parts 101-1220-4120 228.72 6/5/2025 filters
AP - Check Detail (6/13/2025)Page 1 of 29
54
Last Name Acct 1 Amount Check Date Description
689.84 6/5/2025
All Truck & Trailer Parts 689.84
AMC 101-0000-2073 2,500.00 6/5/2025 Erosion Control - 7050 Redman Lane
2,500.00 6/5/2025
AMC 2,500.00
American Family Life Assurance Company of Columbus 101-0000-2008 85.02 6/5/2025 May premium
85.02 6/5/2025
American Family Life Assurance Company of Columbus 85.02
ARAMARK Refreshment Services, LLC 101-1120-4110 994.27 6/12/2025 Building Senior and Front Desk Coffee Order
ARAMARK Refreshment Services, LLC 101-1120-4110 298.65 6/12/2025 Public Works Coffee Order
ARAMARK Refreshment Services, LLC 101-1120-4110 115.07 6/12/2025 Fire Coffee Order
1,407.99 6/12/2025
ARAMARK Refreshment Services, LLC 1,407.99
Beckman Anne 101-1560-4343 240.00 6/12/2025 Instructor Fee
240.00 6/12/2025
Beckman Anne 240.00
BENIEK PROPERTY SERVICES INC 101-1550-4300 1,540.00 6/12/2025 Bandimere Aeration
1,540.00 6/12/2025
BENIEK PROPERTY SERVICES INC 1,540.00
AP - Check Detail (6/13/2025)Page 2 of 29
55
Last Name Acct 1 Amount Check Date Description
Blackburn Manufacturing Company 700-0000-4150 312.06 6/5/2025 locating supplies
Blackburn Manufacturing Company 701-0000-4150 312.06 6/5/2025 locating supplies
624.12 6/5/2025
Blackburn Manufacturing Company 624.12
Boarman Kroos Vogel Group Inc 414-4010-4300 12,515.78 6/5/2025 Civic Campus A/E services
12,515.78 6/5/2025
Boarman Kroos Vogel Group Inc 12,515.78
Brandt Eric and Megan 101-0000-2073 1,000.00 6/5/2025 Erosion escrow 8445 Mission Hills Ln #558875
1,000.00 6/5/2025
Brandt Eric and Megan 1,000.00
BRAUN INTERTEC CORPORATION 414-4010-4303 7,433.00 6/5/2025 Civic Campus - CMT
7,433.00 6/5/2025
BRAUN INTERTEC CORPORATION 7,433.00
C and S Management Company Inc 414-4010-4702 37,050.00 6/5/2025 Pay App #6 Civic Campus
37,050.00 6/5/2025
C and S Management Company Inc 37,050.00
Cady Business Techologies 101-1160-4310 243.75 6/12/2025 Service Call - Mitel Phantom Ext Issue
243.75 6/12/2025
Cady Business Techologies 243.75
AP - Check Detail (6/13/2025)Page 3 of 29
56
Last Name Acct 1 Amount Check Date Description
Carver County 101-1210-4300 500.00 6/12/2025 Background checks Thaliwala and Hope Breakfast Bar
Carver County 700-1160-4326 750.00 6/12/2025 Dark Fiber Service - Utility Locations
Carver County 101-1160-4326 700.00 6/12/2025 Dark Fiber + Internet Svc - City Locations
1,950.00 6/12/2025
Carver County 1,950.00
CENTURYLINK 701-0000-4310 15.56 6/4/2025 Telephone & Communication Charges
CENTURYLINK 101-1540-4310 62.04 6/4/2025 Telephone & Communication Charges
CENTURYLINK 101-1550-4310 31.02 6/4/2025 Telephone & Communication Charges
CENTURYLINK 101-1160-4325 250.87 6/4/2025 Telephone & Communication Charges
CENTURYLINK 700-0000-4310 6.20 6/4/2025 Telephone & Communication Charges
CENTURYLINK 101-1170-4310 815.69 6/4/2025 Telephone & Communication Charges
CENTURYLINK 701-0000-4310 6.20 6/4/2025 Telephone & Communication Charges
CENTURYLINK 700-0000-4310 15.56 6/4/2025 Telephone & Communication Charges
CENTURYLINK 101-1312-4310 49.64 6/4/2025 Telephone & Communication Charges
CENTURYLINK 700-7019-4310 216.38 6/4/2025 Telephone & Communication Charges
CENTURYLINK 101-1350-4310 31.02 6/4/2025 Telephone & Communication Charges
1,500.18 6/4/2025
CenturyLink 700-0000-4310 32.00 6/11/2025 Telephone & Communication
CenturyLink 701-0000-4310 32.00 6/11/2025 Telephone & Communication
64.00 6/11/2025
CenturyLink 1,564.18
Chappell Central Inc 414-4010-4702 444,448.86 6/5/2025 Pay App #7 Civic Campus
444,448.86 6/5/2025
Chappell Central Inc 444,448.86
Cleaning Solutions Services 101-1190-4511 630.00 6/5/2025 Carpet Cleaning -Library
Cleaning Solutions Services 701-0000-4511 66.52 6/5/2025 Cleaning Services-May
Cleaning Solutions Services 101-1170-4511 3,198.15 6/5/2025 Cleaning Services-May
Cleaning Solutions Services 101-1220-4511 266.09 6/5/2025 Cleaning Services-May
Cleaning Solutions Services 700-0000-4511 66.52 6/5/2025 Cleaning Services-May
AP - Check Detail (6/13/2025)Page 4 of 29
57
Last Name Acct 1 Amount Check Date Description
Cleaning Solutions Services 101-1190-4511 4,190.95 6/5/2025 Cleaning Services-May
Cleaning Solutions Services 101-1312-4511 532.19 6/5/2025 Cleaning Services-May
8,950.42 6/5/2025
Cleaning Solutions Services 101-1190-4510 420.00 6/12/2025 Window Cleaning @ Library
420.00 6/12/2025
Cleaning Solutions Services 9,370.42
ClearGov Inc 101-1160-4228 5,363.33 6/12/2025 ClearGov Capital Project Tracking
5,363.33 6/12/2025
ClearGov Inc 5,363.33
Clow Valve Company - iHydrant 700-0000-4220 1,200.00 6/5/2025 iHydrant license
1,200.00 6/5/2025
Clow Valve Company - iHydrant 1,200.00
Colwell Melinda 101-1560-4343 1,440.00 6/12/2025 Instructor Fee
1,440.00 6/12/2025
Colwell Melinda 1,440.00
COMMUNITY EDUCATION ISD 112 101-1534-4346 2,238.00 6/5/2025 Dance Recital Rental
2,238.00 6/5/2025
COMMUNITY EDUCATION ISD 112 2,238.00
COMPUTER INTEGRATION TECHN.101-1160-4211 216.00 6/5/2025 Microsoft 365 G3 GCC Add On Licenses
COMPUTER INTEGRATION TECHN.101-1160-4211 509.60 6/5/2025 O365 Backup Service - Jun
AP - Check Detail (6/13/2025)Page 5 of 29
58
Last Name Acct 1 Amount Check Date Description
725.60 6/5/2025
COMPUTER INTEGRATION TECHN. 725.60
CROWN COLLEGE 101-1220-4370 650.00 6/12/2025 Quarterly EMS Training
650.00 6/12/2025
CROWN COLLEGE 650.00
DALCO ENTERPRISES, INC.101-1120-4110 140.48 6/5/2025 Cleaning Supplies
140.48 6/5/2025
DALCO ENTERPRISES, INC. 140.48
DAYCO CONCRETE COMPANY 414-4010-4702 275,259.65 6/5/2025 Pay App #4 Civic Campus
275,259.65 6/5/2025
DAYCO CONCRETE COMPANY 275,259.65
DeAlwis Jennifer 700-7204-4901 100.00 6/12/2025 WaterWise Rebate -Clothes Washer
100.00 6/12/2025
DeAlwis Jennifer 100.00
DiMaggio Samantha 101-1123-4381 218.40 6/4/2025 Mid-America Conference Mileage
218.40 6/4/2025
DiMaggio Samantha 218.40
Diversified Plumbing and Heating Inc 701-0000-4551 250.00 6/12/2025 clog in side sewer
AP - Check Detail (6/13/2025)Page 6 of 29
59
Last Name Acct 1 Amount Check Date Description
250.00 6/12/2025
Diversified Plumbing and Heating Inc 250.00
Ebert Inc 414-4010-4702 1,888.60 6/5/2025 Pay App #5 Civic Campus
1,888.60 6/5/2025
Ebert Inc 1,888.60
ECM PUBLISHERS INC 101-1310-4336 80.60 6/5/2025 Avienda TH -Vacation
80.60 6/5/2025
ECM PUBLISHERS INC 101-1120-4336 48.36 6/12/2025 Ordinance 743 Publication
ECM PUBLISHERS INC 101-1120-4336 44.33 6/12/2025 Publication for Ordinance 743
ECM PUBLISHERS INC 101-1420-4336 44.33 6/12/2025 PH notice for Avienda Townhomes 25-08
ECM PUBLISHERS INC 101-1600-4340 100.00 6/12/2025 Memorial Day Ad Sun Sailor 5.15.25
ECM PUBLISHERS INC 101-1600-4340 150.00 6/12/2025 Memorial Day Ad Sun Sailor 5.22.25
387.02 6/12/2025
ECM PUBLISHERS INC 467.62
EMERGENCY APPARATUS MAINT. INC 101-1220-4120 118.36 6/12/2025 pressure gauge
118.36 6/12/2025
EMERGENCY APPARATUS MAINT. INC 118.36
Enterprise FM Trust 400-0000-4811 237.34 6/12/2025 401 - 23 Chev Silv #26RPBZ
Enterprise FM Trust 400-0000-4811 235.63 6/12/2025 204 - 23 Chev Tahoe #25WDVL
Enterprise FM Trust 400-0000-4810 640.57 6/12/2025 202 - 23 Chev Tahoe #25WDVJ
Enterprise FM Trust 400-0000-4810 739.57 6/12/2025 402 - 23 Chev Silv #25XGMF
Enterprise FM Trust 400-0000-4810 442.33 6/12/2025 001 - 22 Ford Esca #26M3MH
Enterprise FM Trust 400-0000-4811 167.56 6/12/2025 602 - 24 Chev Equi #27MF9K
Enterprise FM Trust 700-0000-2317 397.93 6/12/2025 301 - 24 Chev Silv #27MGR8
Enterprise FM Trust 400-0000-4811 61.29 6/12/2025 412 - 22 GMC Sier #25H28F
AP - Check Detail (6/13/2025)Page 7 of 29
60
Last Name Acct 1 Amount Check Date Description
Enterprise FM Trust 400-0000-4810 699.54 6/12/2025 131 - 24 Chev Silv #27NDJK
Enterprise FM Trust 400-0000-4811 89.03 6/12/2025 605 - 22 Ford Rang #25G25M
Enterprise FM Trust 700-0000-4811 133.31 6/12/2025 314 - 24 Chev Silv #27MGTW
Enterprise FM Trust 400-0000-4811 303.40 6/12/2025 131 - 24 Chev Silv #27NDJK
Enterprise FM Trust 700-0000-2317 397.96 6/12/2025 315 - 24 Chev Silv #27MGTV
Enterprise FM Trust 700-0000-4811 118.60 6/12/2025 308 - 24 Chev Silv #27RZHT
Enterprise FM Trust 701-0000-2317 371.40 6/12/2025 308 - 24 Chev Silv #27RZHT
Enterprise FM Trust 701-0000-4811 126.74 6/12/2025 310 - 24 Chev Silv #27MGR3
Enterprise FM Trust 400-0000-4811 109.00 6/12/2025 001 - 22 Ford Esca #26M3MH
Enterprise FM Trust 700-0000-2317 323.74 6/12/2025 305 - 22 Chev Silv #25G5QR
Enterprise FM Trust 400-0000-4811 181.06 6/12/2025 416 - 23 Chev Silv #25XGMC
Enterprise FM Trust 400-0000-4810 643.30 6/12/2025 408 - 22 Chev Silv #25G89X
Enterprise FM Trust 400-0000-4811 86.28 6/12/2025 411 - 22 Chev Silv #25G8CL
Enterprise FM Trust 400-0000-4811 75.64 6/12/2025 214 - 22 Chev Silv #25G5D2
Enterprise FM Trust 700-0000-2317 399.15 6/12/2025 303 - 24 Chev Silv #27MGR7
Enterprise FM Trust 700-0000-4811 41.53 6/12/2025 305 - 22 Chev Silv #25G5QR
Enterprise FM Trust 400-0000-4810 613.91 6/12/2025 405 - 22 Chev Silv #25G5QQ
Enterprise FM Trust 400-0000-4811 266.46 6/12/2025 801 - 24 Chry Paci #2754MQ
Enterprise FM Trust 700-0000-2317 401.91 6/12/2025 310 - 24 Chev Silv #27MGR3
Enterprise FM Trust 400-0000-4811 259.05 6/12/2025 501 - 23 Chev Silv #26RL44
Enterprise FM Trust 700-0000-2317 371.40 6/12/2025 308 - 24 Chev Silv #27RZHT
Enterprise FM Trust 701-0000-2317 397.97 6/12/2025 315 - 24 Chev Silv #27MGTV
Enterprise FM Trust 400-0000-4810 644.38 6/12/2025 140 - 22 Chev Silv #25G5J6
Enterprise FM Trust 700-0000-4811 131.18 6/12/2025 306 - 24 Chev Silv #27MGRB
Enterprise FM Trust 701-0000-4811 131.17 6/12/2025 306 - 24 Chev Silv #27MGRB
Enterprise FM Trust 701-0000-2317 397.93 6/12/2025 301 - 24 Chev Silv #27MGR8
Enterprise FM Trust 400-0000-4811 196.12 6/12/2025 402 - 23 Chev Silv #25XGMF
Enterprise FM Trust 400-0000-4810 739.07 6/12/2025 401 - 23 Chev Silv #26RPBZ
Enterprise FM Trust 400-0000-4811 180.98 6/12/2025 420 - 23 Chev Silv #25XGMS
Enterprise FM Trust 400-0000-4811 88.59 6/12/2025 201 - 22 GMC Yuko #25MPSN
Enterprise FM Trust 400-0000-4811 339.37 6/12/2025 410 - 24 GMC Sier #27NDJB
Enterprise FM Trust 701-0000-4811 133.30 6/12/2025 314 - 24 Chev Silv #27MGTW
Enterprise FM Trust 701-0000-4811 118.60 6/12/2025 308 - 24 Chev Silv #27RZHT
Enterprise FM Trust 700-0000-4811 131.84 6/12/2025 301 - 24 Chev Silv #27MGR8
Enterprise FM Trust 700-0000-2317 204.11 6/12/2025 307 - 23 Chev Equinox #262P8K
Enterprise FM Trust 701-0000-2317 397.96 6/12/2025 314 - 24 Chev Silv #27MGTW
Enterprise FM Trust 701-0000-2317 399.14 6/12/2025 303 - 24 Chev Silv #27MGR7
Enterprise FM Trust 400-0000-4811 64.84 6/12/2025 140 - 22 Chev Silv #25G5J6
Enterprise FM Trust 701-0000-2317 323.75 6/12/2025 305 - 22 Chev Silv #25G5QR
Enterprise FM Trust 701-0000-4811 131.83 6/12/2025 301 - 24 Chev Silv #27MGR8
Enterprise FM Trust 400-0000-4811 177.92 6/12/2025 132 - 23 Chev Silv #25WNCN
Enterprise FM Trust 400-0000-4810 648.96 6/12/2025 411 - 22 Chev Silv #25G8CL
Enterprise FM Trust 701-0000-4811 133.31 6/12/2025 315 - 24 Chev Silv #27MGTV
AP - Check Detail (6/13/2025)Page 8 of 29
61
Last Name Acct 1 Amount Check Date Description
Enterprise FM Trust 701-0000-4811 54.10 6/12/2025 307 - 23 Chev Equinox #262P8K
Enterprise FM Trust 400-0000-4810 754.00 6/12/2025 403 - 23 Chev Silv #25XGMK
Enterprise FM Trust 400-0000-4810 549.05 6/12/2025 502 - 23 Chev Blazer #25XQVB
Enterprise FM Trust 400-0000-4810 756.32 6/12/2025 132 - 23 Chev Silv #25WNCN
Enterprise FM Trust 701-0000-2317 204.11 6/12/2025 307 - 23 Chev Equinox #262P8K
Enterprise FM Trust 400-0000-4810 742.35 6/12/2025 404 - 24 GMC Sier #27NDJJ
Enterprise FM Trust 400-0000-4810 694.70 6/12/2025 203 - 23 Chev Silv #26RPC3
Enterprise FM Trust 701-0000-2317 401.91 6/12/2025 310 - 24 Chev Silv #27MGR3
Enterprise FM Trust 400-0000-4811 238.92 6/12/2025 505 - 23 Chev Silv #26RP8Z
Enterprise FM Trust 400-0000-4810 761.89 6/12/2025 201 - 22 GMC Yuko #25MPSN
Enterprise FM Trust 400-0000-4810 526.94 6/12/2025 801 - 24 Chry Paci #2754MQ
Enterprise FM Trust 400-0000-4810 754.09 6/12/2025 419 - 23 Chev Silv #25XGMJ
Enterprise FM Trust 400-0000-4811 170.58 6/12/2025 502 - 23 Chev Blazer #25XQVB
Enterprise FM Trust 400-0000-4810 751.96 6/12/2025 420 - 23 Chev Silv #25XGMS
Enterprise FM Trust 400-0000-4810 583.94 6/12/2025 430 - 24 Chry Paci #275N63
Enterprise FM Trust 400-0000-4811 250.51 6/12/2025 603 - 25 Chev Equi #28CM4H
Enterprise FM Trust 400-0000-4811 235.63 6/12/2025 202 - 23 Chev Tahoe #25WDVJ
Enterprise FM Trust 400-0000-4811 177.91 6/12/2025 134 - 23 Chev Silv #25WNKR
Enterprise FM Trust 700-0000-2317 397.97 6/12/2025 314 - 24 Chev Silv #27MGTW
Enterprise FM Trust 701-0000-2317 398.59 6/12/2025 306 - 24 Chev Silv #27MGRB
Enterprise FM Trust 400-0000-4811 125.37 6/12/2025 405 - 22 Chev Silv #25G5QQ
Enterprise FM Trust 400-0000-4810 742.81 6/12/2025 130 - 24 GMC Sier #27NF7M
Enterprise FM Trust 400-0000-4810 602.84 6/12/2025 603 - 25 Chev Equi #28CM4H
Enterprise FM Trust 400-0000-4810 629.79 6/12/2025 214 - 22 Chev Silv #25G5D2
Enterprise FM Trust 700-0000-2317 398.59 6/12/2025 306 - 24 Chev Silv #27MGRB
Enterprise FM Trust 400-0000-4810 752.30 6/12/2025 416 - 23 Chev Silv #25XGMC
Enterprise FM Trust 400-0000-4811 248.20 6/12/2025 203 - 23 Chev Silv #26RPC3
Enterprise FM Trust 400-0000-4811 92.35 6/12/2025 606 - 22 Ford Rang #25G23Z
Enterprise FM Trust 400-0000-4810 640.57 6/12/2025 204 - 23 Chev Tahoe #25WDVL
Enterprise FM Trust 701-0000-4811 41.54 6/12/2025 305 - 22 Chev Silv #25G5QR
Enterprise FM Trust 400-0000-4810 601.71 6/12/2025 501 - 23 Chev Silv #26RL44
Enterprise FM Trust 400-0000-4810 492.75 6/12/2025 605 - 22 Ford Rang #25G25M
Enterprise FM Trust 700-0000-4811 54.10 6/12/2025 307 - 23 Chev Equinox #262P8K
Enterprise FM Trust 400-0000-4811 181.47 6/12/2025 403 - 23 Chev Silv #25XGMK
Enterprise FM Trust 400-0000-4811 263.57 6/12/2025 430 - 24 Chry Paci #275N63
Enterprise FM Trust 400-0000-4810 456.80 6/12/2025 602 - 24 Chev Equi #27MF9K
Enterprise FM Trust 400-0000-4811 95.13 6/12/2025 408 - 22 Chev Silv #25G89X
Enterprise FM Trust 400-0000-4810 742.33 6/12/2025 410 - 24 GMC Sier #27NDJB
Enterprise FM Trust 400-0000-4810 539.96 6/12/2025 412 - 22 GMC Sier #25H28F
Enterprise FM Trust 400-0000-4811 339.30 6/12/2025 404 - 24 GMC Sier #27NDJJ
Enterprise FM Trust 400-0000-4811 334.94 6/12/2025 130 - 24 GMC Sier #27NF7M
Enterprise FM Trust 701-0000-4811 130.13 6/12/2025 303 - 24 Chev Silv #27MGR7
Enterprise FM Trust 400-0000-4810 453.81 6/12/2025 606 - 22 Ford Rang #25G23Z
AP - Check Detail (6/13/2025)Page 9 of 29
62
Last Name Acct 1 Amount Check Date Description
Enterprise FM Trust 400-0000-4810 732.56 6/12/2025 505 - 23 Chev Silv #26RP8Z
Enterprise FM Trust 700-0000-4811 126.73 6/12/2025 310 - 24 Chev Silv #27MGR3
Enterprise FM Trust 400-0000-4810 756.31 6/12/2025 134 - 23 Chev Silv #25WNKR
Enterprise FM Trust 700-0000-4811 130.13 6/12/2025 303 - 24 Chev Silv #27MGR7
Enterprise FM Trust 700-0000-4811 133.30 6/12/2025 315 - 24 Chev Silv #27MGTV
Enterprise FM Trust 400-0000-4811 181.49 6/12/2025 419 - 23 Chev Silv #25XGMJ
35,473.30 6/12/2025
Enterprise FM Trust 35,473.30
Environmental Equipment & Services Inc 101-1320-4120 648.73 6/5/2025 tymco sweeper parts
648.73 6/5/2025
Environmental Equipment & Services Inc 648.73
FACTORY MOTOR PARTS COMPANY 700-0000-4120 63.12 6/5/2025 brake clean
FACTORY MOTOR PARTS COMPANY 101-1550-4120 63.12 6/5/2025 brake clean
FACTORY MOTOR PARTS COMPANY 101-1320-4120 63.12 6/5/2025 brake clean
189.36 6/5/2025
FACTORY MOTOR PARTS COMPANY 189.36
Ferguson Enterprises, Inc. #1657 101-1550-4510 71.67 6/12/2025 replace faucet women's restroom Lake Susan
71.67 6/12/2025
Ferguson Enterprises, Inc. #1657 71.67
Frontier Trail Association 601-6053-4701 9,270.00 6/9/2025 Grant of Easements & Assessment Agreement w/ HOA #25-01
9,270.00 6/9/2025
Frontier Trail Association 9,270.00
Game One 101-1550-4120 1,037.19 6/5/2025 Tennis Nets (Restock)
AP - Check Detail (6/13/2025)Page 10 of 29
63
Last Name Acct 1 Amount Check Date Description
1,037.19 6/5/2025
Game One 1,037.19
Go Gymnastics 101-1538-4343 712.50 6/5/2025 Littles
Go Gymnastics 101-1537-4343 1,653.75 6/5/2025 Mini's Tinys & Mighty's Classes
2,366.25 6/5/2025
Go Gymnastics 2,366.25
GRANICUS INC 101-1125-4221 8,534.95 6/5/2025 Granicus Peak Agenda & Video Streaming Renewal
8,534.95 6/5/2025
GRANICUS INC 8,534.95
GRAYBAR 101-1350-4565 1,958.39 6/12/2025 LED streetlights
GRAYBAR 101-1350-4565 1,102.63 6/12/2025 photo cells for street light
GRAYBAR 101-1550-4120 776.28 6/12/2025 Lake Ann ballfield light bulbs (replacements)
3,837.30 6/12/2025
GRAYBAR 3,837.30
Greystone Construction Co.701-1316-4702 8,556.69 6/5/2025 Pay App #2 Fuel Canopy
Greystone Construction Co.402-1316-4702 17,113.37 6/5/2025 Pay App #2 Fuel Canopy
Greystone Construction Co.700-1316-4702 8,556.69 6/5/2025 Pay App #2 Fuel Canopy
Greystone Construction Co.720-1316-4702 8,556.69 6/5/2025 Pay App #2 Fuel Canopy
42,783.44 6/5/2025
Greystone Construction Co. 42,783.44
Guard Guys, LLC 101-1120-4352 307.45 6/5/2025 May Background Checks
AP - Check Detail (6/13/2025)Page 11 of 29
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Last Name Acct 1 Amount Check Date Description
307.45 6/5/2025
Guard Guys, LLC 307.45
H&B Specialized Products Inc 101-1530-4510 445.00 6/5/2025 Wall repair
445.00 6/5/2025
H&B Specialized Products Inc 445.00
HALLOCK COMPANY 701-7025-4705 1,261.75 6/5/2025 Arc flash LF3 CIP
HALLOCK COMPANY 701-7025-4705 2,874.13 6/5/2025 CIP ARC flash supplies
HALLOCK COMPANY 701-7025-4705 708.17 6/5/2025 CIP ARC flash supplies LF 5
HALLOCK COMPANY 701-7025-4705 -437.88 6/5/2025 Lift station 10 supplies
HALLOCK COMPANY 701-0000-4551 -234.84 6/5/2025 Arc flash LF3 CIP
4,171.33 6/5/2025
HALLOCK COMPANY 4,171.33
HAWKINS CHEMICAL 700-7043-4160 10.00 6/5/2025 1 ton chlorine cylinder
10.00 6/5/2025
HAWKINS CHEMICAL 700-7019-4160 7,266.76 6/12/2025 chemicals
7,266.76 6/12/2025
HAWKINS CHEMICAL 7,276.76
HENNEPIN COUNTY FIRE CHIEF'S ASSN 101-1220-4360 200.00 6/11/2025 Hennepin County Fire Chiefs Annual Dues
200.00 6/11/2025
HENNEPIN COUNTY FIRE CHIEF'S ASSN 200.00
HOISINGTON KOEGLER GROUP 414-4010-4300 2,760.00 6/5/2025 Civic Campus Improvements
AP - Check Detail (6/13/2025)Page 12 of 29
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Last Name Acct 1 Amount Check Date Description
2,760.00 6/5/2025
HOISINGTON KOEGLER GROUP 2,760.00
Innovative Office Solutions LLC 101-1120-4110 278.31 6/5/2025 Office Supplies
278.31 6/5/2025
Innovative Office Solutions LLC 101-1110-4372 47.80 6/12/2025 Waters
Innovative Office Solutions LLC 101-1120-4110 166.30 6/12/2025 Paper and Cardstock
214.10 6/12/2025
Innovative Office Solutions LLC 492.41
IUOE Local #49 701-0000-2004 91.71 6/11/2025 Union Dues-June 2025
IUOE Local #49 700-0000-2004 188.29 6/11/2025 Union Dues-June 2025
IUOE Local #49 101-0000-2004 385.00 6/11/2025 Union Dues-June 2025
665.00 6/11/2025
IUOE Local #49 665.00
JOHN DEERE GOVERNMENT 400-0000-4705 76,550.31 6/12/2025 tractor w snow blower
76,550.31 6/12/2025
JOHN DEERE GOVERNMENT 76,550.31
KaiBi Mobile LLC 101-1613-4300 1,500.00 6/12/2025 KaiBi family unit payment #2
1,500.00 6/12/2025
KaiBi Mobile LLC 1,500.00
Kelleher Construction, Inc 414-4010-4702 76,146.30 6/5/2025 Pay App #10 Civic Campus
AP - Check Detail (6/13/2025)Page 13 of 29
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Last Name Acct 1 Amount Check Date Description
76,146.30 6/5/2025
Kelleher Construction, Inc 76,146.30
KELLINGTON CONSTRUCTION 414-4010-4702 59,365.50 6/5/2025 Pay App #6 Civic Campus
59,365.50 6/5/2025
KELLINGTON CONSTRUCTION 59,365.50
KIMLEY HORN AND ASSOCIATES INC 601-6057-4303 781.75 6/5/2025 Market Blvd
KIMLEY HORN AND ASSOCIATES INC 400-0000-1155 307.50 6/5/2025 Private Dev -Avienda Row Homes
1,089.25 6/5/2025
KIMLEY HORN AND ASSOCIATES INC 1,089.25
Kirschbaum Patrick 101-1250-4260 10.44 6/4/2025 Level
10.44 6/4/2025
Kirschbaum Patrick 10.44
KNUTSON CONSTRUCTION SERVICE 101-0000-2076 3,500.00 6/5/2025 Meter Deposit Refund
KNUTSON CONSTRUCTION SERVICE 700-0000-3666 -440.64 6/5/2025 Water - 51 000 gallons
KNUTSON CONSTRUCTION SERVICE 101-0000-2021 -39.11 6/5/2025 Water Sales Tax
3,020.25 6/5/2025
KNUTSON CONSTRUCTION SERVICE 3,020.25
Koehler Jonathan 700-7204-4901 50.00 6/12/2025 WaterWise Rebate -Irrigation Controller
50.00 6/12/2025
AP - Check Detail (6/13/2025)Page 14 of 29
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Last Name Acct 1 Amount Check Date Description
Koehler Jonathan 50.00
Krautkramer Andrea & Jeff 101-0000-2073 500.00 6/5/2025 9210 Eagle Ridge Rd -Receipt #672605
500.00 6/5/2025
Krautkramer Andrea & Jeff 500.00
LAKETOWN ELECTRIC CORPORATION 414-4010-4702 180,500.00 6/5/2025 Pay App #9 Civic Campus
180,500.00 6/5/2025
LAKETOWN ELECTRIC CORPORATION 180,500.00
Lam Patrick 700-7204-4901 100.00 6/5/2025 WaterWise Rebate -Clothes Washer
100.00 6/5/2025
Lam Patrick 100.00
Lee Simon 700-7204-4901 100.00 6/5/2025 WaterWise Rebate -Clothes Washer
Lee Simon 700-7204-4901 50.00 6/5/2025 WaterWise Rebate - Irrigation Controller
150.00 6/5/2025
Lee Simon 150.00
Lundeen Marlene 101-1560-3637 76.00 6/5/2025 Cancelled Trip - Explore Northfield
76.00 6/5/2025
Lundeen Marlene 76.00
Manley Philip 700-7204-4901 100.00 6/5/2025 WaterWise Rebate -Clothes Washer
100.00 6/5/2025
AP - Check Detail (6/13/2025)Page 15 of 29
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Last Name Acct 1 Amount Check Date Description
Manley Philip 100.00
Marco Inc 701-0000-4410 111.00 6/4/2025 Copier Lease
Marco Inc 720-0000-4410 55.50 6/4/2025 Copier Lease
Marco Inc 101-1170-4410 832.50 6/4/2025 Copier Lease
Marco Inc 700-0000-4410 111.00 6/4/2025 Copier Lease
1,110.00 6/4/2025
Marco Inc 1,110.00
Martin Sophia 101-1539-4343 136.50 6/12/2025 Art Class
136.50 6/12/2025
Martin Sophia 136.50
Matheson Tri-Gas, Inc.101-1370-4150 -132.00 6/5/2025 welding wire return
Matheson Tri-Gas, Inc.101-1370-4170 317.18 6/5/2025 LP gas
185.18 6/5/2025
Matheson Tri-Gas, Inc. 185.18
Maus Kerry 101-1539-4343 315.00 6/12/2025 Line Dance class 44252.124
315.00 6/12/2025
Maus Kerry 315.00
Metronet Holdings, LLC 700-7043-4310 56.51 6/11/2025 Telephone & Communication Charge
56.51 6/11/2025
Metronet Holdings, LLC 56.51
Metropolitan Council, Env Svcs 701-0000-2023 2,485.00 6/12/2025 May 2025 SAC
AP - Check Detail (6/13/2025)Page 16 of 29
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Last Name Acct 1 Amount Check Date Description
Metropolitan Council, Env Svcs 101-1250-3816 -24.85 6/12/2025 May 2025 SAC
2,460.15 6/12/2025
Metropolitan Council, Env Svcs 2,460.15
Minnesota Roadways Co 101-1320-4157 170.88 6/5/2025 asphalt emulsion
170.88 6/5/2025
Minnesota Roadways Co 170.88
Minnkota Architectural Products Co, Inc 414-4010-4702 113,579.81 6/5/2025 Pay App #2 Civic Campus
113,579.81 6/5/2025
Minnkota Architectural Products Co, Inc 113,579.81
Minuteman Press 101-1120-4110 59.89 6/5/2025 Business Cards for Jodi Sarles
59.89 6/5/2025
Minuteman Press 59.89
MN CITY/COUNTY MGMT ASSOC.101-1120-4360 75.00 6/4/2025 Membership - Matt Unmacht
75.00 6/4/2025
MN CITY/COUNTY MGMT ASSOC. 75.00
MN NCPERS LIFE INSURANCE 101-0000-2037 128.00 6/11/2025 Life premium-June 2025
128.00 6/11/2025
MN NCPERS LIFE INSURANCE 128.00
MN VALLEY ELECTRIC COOP 101-1600-4320 53.73 6/4/2025 Electric Charges
AP - Check Detail (6/13/2025)Page 17 of 29
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Last Name Acct 1 Amount Check Date Description
MN VALLEY ELECTRIC COOP 101-1350-4320 5,683.19 6/4/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 191.91 6/4/2025 Electric Charges
MN VALLEY ELECTRIC COOP 700-0000-4320 149.83 6/4/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 49.06 6/4/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 39.63 6/4/2025 Electric Charges
MN VALLEY ELECTRIC COOP 101-1350-4320 91.84 6/4/2025 Electric Charges
MN VALLEY ELECTRIC COOP 701-0000-4320 909.90 6/4/2025 Electric Charges
7,169.09 6/4/2025
MN VALLEY ELECTRIC COOP 7,169.09
Mojo Filter Media 101-1620-4345 2,000.00 6/11/2025 6/12/2025 Concert Series performance
2,000.00 6/11/2025
Mojo Filter Media 2,000.00
MTI DISTRIBUTING INC 101-1550-4151 3,533.53 6/12/2025 VFD for City Center Park (Replacement)
3,533.53 6/12/2025
MTI DISTRIBUTING INC 3,533.53
Mulcahy Nickolaus LLC 414-4010-4702 420,115.18 6/5/2025 Pay App #6 Civic Campus
420,115.18 6/5/2025
Mulcahy Nickolaus LLC 420,115.18
NAPA AUTO & TRUCK PARTS 101-1320-4140 227.05 6/5/2025 seat cover
NAPA AUTO & TRUCK PARTS 700-0000-4120 452.57 6/5/2025 filters
NAPA AUTO & TRUCK PARTS 101-1550-4120 54.17 6/5/2025 tire patches filter
NAPA AUTO & TRUCK PARTS 101-1320-4140 -63.54 6/5/2025 filters
670.25 6/5/2025
NAPA AUTO & TRUCK PARTS 101-1370-4260 229.99 6/12/2025 tools
NAPA AUTO & TRUCK PARTS 101-1320-4120 30.70 6/12/2025 bearings
AP - Check Detail (6/13/2025)Page 18 of 29
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Last Name Acct 1 Amount Check Date Description
260.69 6/12/2025
NAPA AUTO & TRUCK PARTS 930.94
New Brighton Ford Inc 400-4153-4704 58,416.00 6/12/2025 truck to replace #406
58,416.00 6/12/2025
New Brighton Ford Inc 58,416.00
Nokomis Energy, LLC 101-1312-4320 609.50 6/4/2025 Electric Charges
Nokomis Energy, LLC 700-7019-4320 1,296.25 6/4/2025 Electric Charges
Nokomis Energy, LLC 701-0000-4320 76.19 6/4/2025 Electric Charges
Nokomis Energy, LLC 700-7043-4320 5,092.94 6/4/2025 Electric Charges
Nokomis Energy, LLC 700-0000-4320 538.77 6/4/2025 Electric Charges
7,613.65 6/4/2025
Nokomis Energy, LLC 7,613.65
North American Safety, Inc.101-1320-4240 26.95 6/5/2025 earplugs
North American Safety, Inc.101-1550-4240 395.40 6/5/2025 Safety Apparel (restock)
North American Safety, Inc.101-1550-4240 1,603.32 6/5/2025 Safety Apparel (restock)
2,025.67 6/5/2025
North American Safety, Inc.701-0000-4240 359.76 6/12/2025 t shirts
North American Safety, Inc.700-0000-4240 359.76 6/12/2025 t shirts
719.52 6/12/2025
North American Safety, Inc. 2,745.19
Northern Audio Production, Inc.101-1600-4300 1,300.00 6/5/2025 Staging and Audio for the Memorial Day Ceremony
1,300.00 6/5/2025
AP - Check Detail (6/13/2025)Page 19 of 29
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Last Name Acct 1 Amount Check Date Description
Northern Audio Production, Inc. 1,300.00
NORTHWEST ASPHALT INC 720-7207-4570 2,900.00 6/5/2025 CB repair market square
NORTHWEST ASPHALT INC 101-1320-4545 41,671.14 6/5/2025 contract pothole patching
44,571.14 6/5/2025
NORTHWEST ASPHALT INC 44,571.14
O'Reilly Automotive Inc 700-0000-4140 72.05 6/5/2025 View Mirror - Return
O'Reilly Automotive Inc 101-1370-4260 17.96 6/5/2025 VLV Remover
O'Reilly Automotive Inc 101-1370-4140 45.85 6/5/2025 Trailerhitch Returns A/C Seal Kit A/C Splice
O'Reilly Automotive Inc 700-0000-4140 -72.05 6/5/2025 View Mirror
O'Reilly Automotive Inc 101-1370-4150 39.16 6/5/2025 Lubricant
102.97 6/5/2025
O'Reilly Automotive Inc 102.97
PACE ANALYTICAL SERVICES INC 700-0000-4300 1,403.00 6/5/2025 monthly water testing
1,403.00 6/5/2025
PACE ANALYTICAL SERVICES INC 700-0000-4300 1,403.00 6/12/2025 monthly water testing
1,403.00 6/12/2025
PACE ANALYTICAL SERVICES INC 2,806.00
PALMER WEST CONSTRUCTION 414-4010-4702 297,095.40 6/5/2025 Pay App #3 Civic Campus
297,095.40 6/5/2025
PALMER WEST CONSTRUCTION 297,095.40
PRECISE MRM LLC 101-1320-4300 294.00 6/12/2025 AVL plow trucks
AP - Check Detail (6/13/2025)Page 20 of 29
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Last Name Acct 1 Amount Check Date Description
294.00 6/12/2025
PRECISE MRM LLC 294.00
Precision Utilities 701-0000-4553 11,053.75 6/12/2025 lake susan park sidesewer/lateral repair
11,053.75 6/12/2025
Precision Utilities 11,053.75
PUMP AND METER SERVICE INC 101-1370-4120 72.26 6/12/2025 hoist spotting plate
72.26 6/12/2025
PUMP AND METER SERVICE INC 72.26
RACHEL CONTRACTING, INC 720-7025-4751 125,827.83 6/12/2025 2024 Pond Maintenance Project #24-15
125,827.83 6/12/2025
RACHEL CONTRACTING, INC 125,827.83
Rademacher Daniel 720-7207-4150 280.00 6/5/2025 removal of beaver in pond
280.00 6/5/2025
Rademacher Daniel 280.00
Ramsey Excavating Company 414-4010-4702 35,890.05 6/5/2025 Pay App #9 Civic Campus
35,890.05 6/5/2025
Ramsey Excavating Company 35,890.05
Rent N Save Portable Services 101-1550-4400 3,804.55 6/5/2025 Portable Restrooms
AP - Check Detail (6/13/2025)Page 21 of 29
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Last Name Acct 1 Amount Check Date Description
3,804.55 6/5/2025
Rent N Save Portable Services 3,804.55
ROADKILL ANIMAL CONTROL 101-1320-4300 531.00 6/5/2025 roadkill removal April
531.00 6/5/2025
ROADKILL ANIMAL CONTROL 531.00
Robinson Justin 700-7204-4901 50.00 6/12/2025 WaterWise Rebate -Irrigation Controller
50.00 6/12/2025
Robinson Justin 50.00
Safety-Kleen Systems, Inc 101-1320-4157 756.87 6/12/2025 old tack oil pothole patching
756.87 6/12/2025
Safety-Kleen Systems, Inc 756.87
Senja Inc 101-1539-4343 160.00 6/5/2025 Tai Chi 4253.110
160.00 6/5/2025
Senja Inc 160.00
Silva Screenprinting & Dist, LLC 101-1613-4130 1,000.00 6/5/2025 Event staff & volunteer T-shirts
Silva Screenprinting & Dist, LLC 101-1600-4130 477.70 6/5/2025 Sponsor T-shirts
Silva Screenprinting & Dist, LLC 101-1613-4252 2,700.00 6/5/2025 Merch to sell
4,177.70 6/5/2025
Silva Screenprinting & Dist, LLC 4,177.70
AP - Check Detail (6/13/2025)Page 22 of 29
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Last Name Acct 1 Amount Check Date Description
SiteOne Landscape Supply 101-1550-4151 2,057.35 6/5/2025 Sprinkler Heads (Restock)
SiteOne Landscape Supply 700-0000-4550 57.35 6/5/2025 dirt for watermain break
2,114.70 6/5/2025
SiteOne Landscape Supply 2,114.70
Skack Cindy 700-7204-4901 100.00 6/12/2025 WaterWise Rebate -Clothes Washer
100.00 6/12/2025
Skack Cindy 100.00
SM HENTGES & SONS 601-6040-4751 239,760.59 6/5/2025 PMP & Storm- City @ 25%
SM HENTGES & SONS 601-6140-4751 719,281.78 6/5/2025 PMP & Storm- County @ 75%
SM HENTGES & SONS 701-6040-4751 3,121.12 6/5/2025 Sanitary- City @ 100%
SM HENTGES & SONS 700-6040-4751 209,377.86 6/5/2025 Water- City @100%
1,171,541.35 6/5/2025
SM HENTGES & SONS 605-6502-4751 167,709.85 6/12/2025 #14-08 CSAH 101-County
SM HENTGES & SONS 605-6503-4751 59,913.67 6/12/2025 #14-08 CSAH 101-City
227,623.52 6/12/2025
SM HENTGES & SONS 1,399,164.87
Smith Dawn 101-1220-4121 16.26 6/4/2025 Kitchen Organization
16.26 6/4/2025
Smith Dawn 16.26
STRUCTION CONTRACTING LLC 101-0000-2073 500.00 6/5/2025 Erosion escrow 287 Greeenleaf Ct #649334
500.00 6/5/2025
AP - Check Detail (6/13/2025)Page 23 of 29
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Last Name Acct 1 Amount Check Date Description
STRUCTION CONTRACTING LLC 500.00
Sturgis Eric 700-7204-4901 50.00 6/5/2025 WaterWise Rebate -Irrigation Controller
50.00 6/5/2025
Sturgis Eric 50.00
SUMMIT FIRE PROTECTION 414-4010-4702 118,013.75 6/5/2025 Pay App #2 Civic Campus
118,013.75 6/5/2025
SUMMIT FIRE PROTECTION 118,013.75
Sun Life Financial 701-0000-2011 35.77 6/12/2025 Life premium-June 2025
Sun Life Financial 101-0000-2011 659.97 6/12/2025 Life premium-June 2025
Sun Life Financial 700-0000-2011 53.96 6/12/2025 Life premium-June 2025
Sun Life Financial 701-0000-2015 65.48 6/12/2025 LTD-June 2025
Sun Life Financial 700-0000-2037 182.90 6/12/2025 Life premium-June 2025
Sun Life Financial 701-0000-2037 182.90 6/12/2025 Life premium-June 2025
Sun Life Financial 101-0000-2037 1,213.95 6/12/2025 Life premium-June 2025
Sun Life Financial 101-0000-2015 1,311.78 6/12/2025 LTD-June 2025
Sun Life Financial 101-0000-2011 8.15 6/12/2025 Life premium-June 2025
Sun Life Financial 720-0000-2011 20.49 6/12/2025 Life premium-June 2025
Sun Life Financial 720-0000-2015 40.59 6/12/2025 LTD-June 2025
Sun Life Financial 700-0000-2015 101.65 6/12/2025 LTD-June 2025
3,877.59 6/12/2025
Sun Life Financial 3,877.59
Swanson & Youngdale Inc 414-4010-4702 9,500.00 6/5/2025 Pay App #4 Civic Campus
9,500.00 6/5/2025
Swanson & Youngdale Inc 9,500.00
Tandon Priya 101-0000-1027 250.00 6/4/2025 4th of July tshirt sales change
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Last Name Acct 1 Amount Check Date Description
250.00 6/4/2025
Tandon Priya 250.00
Taylor Electric Company, LLC 101-1350-4565 5,354.00 6/12/2025 street light reapir
Taylor Electric Company, LLC 101-1350-4565 2,440.00 6/12/2025 street light repair -Powers/Lk Drive
7,794.00 6/12/2025
Taylor Electric Company, LLC 7,794.00
Tee Jay North, Inc.101-1170-4510 250.00 6/12/2025 City Hall door repair
250.00 6/12/2025
Tee Jay North, Inc. 250.00
TITLE WERKS LLC 701-0000-2020 74.79 6/4/2025 Utility Overpayment- 1030 Lake Susan Drive
TITLE WERKS LLC 700-0000-2020 40.99 6/4/2025 Utility Overpayment- 1030 Lake Susan Drive
TITLE WERKS LLC 720-0000-2020 17.48 6/4/2025 Utility Overpayment- 1030 Lake Susan Drive
133.26 6/4/2025
TITLE WERKS LLC 133.26
TruGreen Processing Center 101-1550-4300 1,144.00 6/12/2025 Broad leaf weed control
1,144.00 6/12/2025
TruGreen Processing Center 1,144.00
TWIN CITY GARAGE DOOR CO 700-0000-4510 376.63 6/5/2025 Roll up door repair @ Wtr Tower on Hazeltine
376.63 6/5/2025
AP - Check Detail (6/13/2025)Page 25 of 29
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Last Name Acct 1 Amount Check Date Description
TWIN CITY GARAGE DOOR CO 376.63
TWIN CITY HARDWARE 414-4010-4702 75,193.90 6/5/2025 Pay App #2 Civic Campus
75,193.90 6/5/2025
TWIN CITY HARDWARE 75,193.90
USA BLUE BOOK 700-7019-4160 613.58 6/5/2025 chemicals
613.58 6/5/2025
USA BLUE BOOK 700-7043-4160 575.16 6/12/2025 chemicals supplies
575.16 6/12/2025
USA BLUE BOOK 1,188.74
VERIZON WIRELESS 101-1170-4310 87.78 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1520-4310 52.16 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1120-4310 137.81 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 701-0000-4310 371.67 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1310-4310 283.31 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 720-0000-4310 253.41 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1312-4310 129.17 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1250-4310 312.05 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1540-4310 40.01 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1220-4310 687.80 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1160-4310 139.17 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1420-4310 190.59 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1530-4310 41.39 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1550-4310 442.03 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1110-4310 40.01 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1370-4310 107.07 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1600-4310 250.62 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 700-0000-4310 516.74 6/4/2025 Telephone & Communication Charges
VERIZON WIRELESS 101-1320-4310 406.37 6/4/2025 Telephone & Communication Charges
4,489.16 6/4/2025
AP - Check Detail (6/13/2025)Page 26 of 29
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Last Name Acct 1 Amount Check Date Description
VERIZON WIRELESS 4,489.16
Vickerman Tyler 101-1250-4374 1,543.36 6/4/2025 2025 Spring Class Re-imbursement
1,543.36 6/4/2025
Vickerman Tyler 1,543.36
WATSON COMPANY 101-1540-4130 2,041.20 6/12/2025 Concessions Start Up Food/Supplies
2,041.20 6/12/2025
WATSON COMPANY 2,041.20
West Metro Mechanical Inc 101-0000-2033 188.94 6/5/2025 Duplicate Payment - 7945 Stone Creek Dr Suite 120
188.94 6/5/2025
West Metro Mechanical Inc 188.94
WM MUELLER & SONS INC 101-1320-4157 426.79 6/5/2025 pothole patching
WM MUELLER & SONS INC 720-7207-4150 336.00 6/5/2025 spoils from stormwater project
WM MUELLER & SONS INC 101-1320-4157 321.29 6/5/2025 pothole patching
1,084.08 6/5/2025
WM MUELLER & SONS INC 1,084.08
WS & D PERMIT SERVICE 101-1250-3301 120.00 6/5/2025 Refund - 8931 SW Village Loop
120.00 6/5/2025
WS & D PERMIT SERVICE 120.00
WSB & ASSOCIATES INC 416-0000-4303 3,450.00 6/12/2025 Chan Bluffs Community Center Platting
WSB & ASSOCIATES INC 101-1311-4306 1,026.00 6/12/2025 GIS Support Services
WSB & ASSOCIATES INC 700-0000-4300 2,350.00 6/12/2025 EWTP Biological Water Treatment Pilot Study
AP - Check Detail (6/13/2025)Page 27 of 29
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Last Name Acct 1 Amount Check Date Description
6,826.00 6/12/2025
WSB & ASSOCIATES INC 6,826.00
WW GRAINGER INC 700-0000-4260 342.85 6/12/2025 Hydrant tools
342.85 6/12/2025
WW GRAINGER INC 342.85
XCEL ENERGY INC 700-7019-4320 3,978.69 6/4/2025 Electric Charges
3,978.69 6/4/2025
XCEL ENERGY INC 101-1600-4320 33.68 6/11/2025 Electric Charge
33.68 6/11/2025
XCEL ENERGY INC 4,012.37
Zajicek Kerry & Abbie 101-0000-2072 2,500.00 6/5/2025 As Built escrow 1601 Lyman Blvd #551420
2,500.00 6/5/2025
Zajicek Kerry & Abbie 2,500.00
ZIEGLER INC 700-0000-4120 97.62 6/5/2025 393 hoses
97.62 6/5/2025
ZIEGLER INC 97.62
Zoromski Drew 101-1125-4381 746.74 6/4/2025 Conference lodging/meals
746.74 6/4/2025
AP - Check Detail (6/13/2025)Page 28 of 29
81
Last Name Acct 1 Amount Check Date Description
Zoromski Drew 746.74
4,129,422.73
AP - Check Detail (6/13/2025)Page 29 of 29
82
City Council Item
June 23, 2025
Item Fire Station Facility Needs Study
File No.Item No: D.5
Agenda Section CONSENT AGENDA
Prepared By Andrew Heger, Fire Chief
Reviewed By
SUGGESTED ACTION
Approve agreement with CNH Architects to conduct a Facility Needs Study on the fire station.
Motion Type Simple Majority Vote of members present
Strategic
Priority Operational Excellence
SUMMARY
BACKGROUND
In 2021, the city retained an architectural firm and a general contractor to conduct a comprehensive
facility assessment of all city-owned buildings. While the resulting report identified several
maintenance items and minor potential remodel projects at the fire station, it did not account for the
department’s future growth, particularly related to staffing, or address critical firefighter health and
safety needs. These omissions are significant, as firefighters continue to face elevated risks of cancer,
cardiac events, and mental health challenges due to the nature of their work.
On May 12, 2025, staff presented a broad update to the City Council highlighting current staffing,
concerns regarding response times and service delivery, and anticipated future needs. One key
recommendation from that presentation was to conduct a facility needs study specific to the fire station.
This study would be performed by a firm with specialized expertise in fire station design and a deep
83
understanding of operational functionality. The goal of the study is to maximize the useful life of the
existing facility while incorporating modern advancements in firefighter health and safety. It will also
identify opportunities for growth to support the department’s evolving staffing model.
To that end, staff solicited a proposal from CNH Architects, a local mid-sized architectural firm with
extensive experience in designing fire stations. CNH’s proposed scope of work includes engaging with
fire department staff to understand current operations, service delivery, and future needs. These insights
will be incorporated into a comprehensive report that will include a schematic design and a preliminary
cost estimate. This deliverable will help city staff and decision-makers better understand the facility’s
needs and provide a foundation for including a future project in upcoming budget discussions.
The scope of work outlined in this assessment represents the first of several strategic steps staff will
undertake to continually evaluate and improve fire department service delivery and staffing. Additional
efforts currently under development include a Geographic Information System (GIS) analysis to support
a formal Standards of Cover study, as well as the creation of a mechanism to capture community
feedback and measure customer satisfaction with the services provided. All these items coupled
together will provide council with the necessary information necessary to aid in future decision-making
needs.
DISCUSSION
BUDGET
Funding for this study was not included in the 2025 adopted budget. However, at the May 12, 2025,
council workshop, staff presented an alternative funding option: utilizing public safety aid received
through the 2023 legislative session. Adequate funds are available from this source to fully cover the
cost of the study without impacting the general fund or delaying other planned projects.
Any recommendations that result from the study, such as facility modifications or expansions, would
need to be considered as part of future budget processes. The study’s deliverables, including schematic
design options and detailed cost estimates, will support informed decision-making and ensure the City is
well-positioned to accurately plan for and fund any necessary improvements.
Total project cost is $24,800 plus reimbursables. Reimbursables include miscellaneous black & white
printing, colored printing, and mileage at the IRS designated rate.
RECOMMENDATION
Staff recommends entering into an agreement with CNH Architects to conduct a Facility Needs Study
on the fire station.
ATTACHMENTS
ARCHPROP - Chanhassen Fire Station - Space Needs Study
84
7300 West 147th St, Suite 504, Apple Valley, MN 55124 | 952.431.4433 | www.cnharch.com | Page 1
PROPOSAL FOR ARCHITECTURAL SERVICES
PROJECT: Chanhassen Fire Station –Fire Station Facility Needs Study
CNH NO.: 25020
CLIENT: City of Chanhassen
April 30, 2025
Chief Andrew Heger
Chanhassen Fire Department
City of Chanhassen
7610 Laredo Drive
Chanhassen, MN 55317
DESCRIPTION
The proposed services include a facility needs study for the existing fire station to evaluate facility needs and options
to address as many of those needs as possible on the existing site. The services for each of these are described
below.
FACILITY NEEDS STUDY
Our services for this study include the following items:
PROGRAMMING AND GENERAL ANALYSIS
For the Fire Station Facility Needs Study, CNH Architects will start with a full review of the existing fire station building
and site to gather existing data for physical condition, space usage, NFPA standards, fire station best practices related
to health, and energy efficiency status. This review will allow our team of architects, interior designers, and engineers
to develop a strong background and understanding of the current physical structure, spaces, and systems within this
study scope.
After becoming familiar with the current facilities, we will transition into a discussion with fire department personnel to
develop a complete understanding of the operations currently needed at this station and the direction of future
changes. We will use our in-depth knowledge of fire station standards and experience in fire station projects to
compare as well as contrast the needs of your department with national best practices and regional peers.
As we discuss the space and operational needs of each portion this station, CNH’s team will encourage the exploration
of how operational efficiency, firefighter health and well-being, and public benefit could be positively impacted through
the process of the station’s upgrade. Together we will create a space needs program that not only addresses size and
function but provides insights into broader opportunities to focus on Chanhassen’s key goals.
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7300 West 147th St, Suite 504, Apple Valley, MN 55124 | 952.431.4433 | www.cnharch.com | Page 2
SYNTHESIS OF NEEDS AND SCHEMATIC DESIGNS
During the Synthesis and Schematic Design phase of this study, CNH will delve into detailed conversations, working
with staff to apply the goals identified in the space needs analysis to the existing fire station and its site. Our team will
develop multiple preliminary space planning and site design options to evaluate possible building expansion and
remodeling options. We will creatively explore opportunities to maximize the building and site utilization in each
approach to provide the background and trade-offs associated with each concept building and site plan. This review
will include operations, phasing, health, and safety elements.
We will also prepare multiple construction cost estimates to evaluate each concept’s projected cost to provide the
information needed to maximize the facility goals while balancing the financial impacts of the design options.
FINAL REPORT AND PRESENTATION
Upon completion of the analysis and schematic design process, CNH Architects will gather all the data, discoveries,
and design recommendations coming out of the joint efforts of Fire Department leadership and the Design Team and
create a final report document. The report will present the findings and explain the journey in clear text, charts, plans,
and costs as a detailed resource for the city leadership and the public as the projects are evaluated for actual design
and construction.
The draft of the final report documents will be distributed to the Fire Department’s leadership to get feedback and
presentation recommendations prior to completing the final document. CNH will review feedback from the Department
revising the concept designs and report document to address any concerns.
Upon completion, CNH Architects will present the final study report including final schematic design layouts and
presentation graphics to the Fire Department Committee. CNH will also be available to present to City Council
workshops and public open houses if desired. This task also includes the creation and submittal of all final deliverables,
including copies of the study results both in hard copy and digital files.
FEE
We propose the services indicated above for a fixed fee of $24,800, plus reimbursable. This proposal fee is valid for
90 days from the date of this document.
INFORMATION TO BE PROVIDED TO US
In a timely manner:
Original Construction Drawings (floor plans at minimum) in hardcopy, pdf, or CAD format
o If drawings are not available, CNH can create background drawings for an additional fee.
AGREEMENT
The fee is due within 30 days of monthly invoices. A finance charge of 1.5% per month will be charge to unpaid bills
after 30 days.
We understand that payment is not contingent on project financing, land closings, payment from others, governing
ordinance approvals and/or any other contingency not incorporated into this agreement.
REIMBURSABLE EXPENSES
Reimbursable expenses include the following items and will be billed as they occur:
Miscellaneous B&W and color printing at cost
Mileage, at IRS designated rate
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7300 West 147th St, Suite 504, Apple Valley, MN 55124 | 952.431.4433 | www.cnharch.com | Page 3
SCHEDULE
A project schedule has not been determined at this time. We will work with you to determine a schedule when the
project is ready to proceed.
We appreciate your using us for this work and look forward to proceeding with the project.
Sincerely,
Quinn S. Hutson, AIA, LEED AP
Principal / President
CNH Architects, PC
ACCEPTED BY:
Signature: _____________________________
Name: _____________________________
Title: _____________________________
Date: ____________________________
87
City Council Item
June 23, 2025
Item
Amendment to existing Easement Agreement and Construction License
between Chanhassen and the University of Minnesota related to the Crimson
Bay Road Improvement project
File No.ENG 23-02 Item No: D.6
Agenda Section CONSENT AGENDA
Prepared By Charlie Howley, Director of Public Works/City Engineer
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves an amendment to the Easement Agreement and
Construction License with the University of Minnesota related to the Crimson Bay Road
Improvement Project."
Motion Type Simple Majority Vote of members present
Strategic
Priority Operational Excellence
SUMMARY
The Crimson Bay Road Improvement Project requires permanent and temporary easements from the
University of Minnesota (acting as the Arboretum). These easements were approved by the City Council
on December 9, 2024 and ultimately approved by the University on January 28, 2025.
Subsequent to those approvals, the University has acquired property near the south end of the project,
which impacted the design of the project. It is of mutual benefit to revise the south end of the proposed
Crimson Bay Road layout to move it northerly and reconfigure it to a traditional cul-de-sac design (see
attached revised design). This design change requires additional easements from the University
Arboretum property.
This action is to approve the revised easements required for the redesigned layout.
88
BACKGROUND
N/A
DISCUSSION
N/A
BUDGET
The city has negotiated a cost of $5000 for the additional easements needed. There is a construction cost
savings to the project for the re-designed layout that offsets this additional expense.
RECOMMENDATION
Staff recommends the City Council approve the amendments.
ATTACHMENTS
Amendment to Easement - Crimson Bay
Amendment to Temp. Construction Agreement - Crimson Bay
CBR cul de sac layout
89
1
AMENDMENT TO
EASEMENT AGREEMENT
THIS AMENDMENT TO EASEMENT AGREEMENT (“Amendment”) is entered
into as of the date of last signature below (“Effective Date”) by and between Regents of the
University of Minnesota, a Minnesota constitutional corporation (“University”) and City of
Chanhassen, a Minnesota municipal corporation (“Grantee”).
WHEREAS, University and Grantee entered into that certain Easement Agreement dated
January 28, 2025 and recorded on February 13, 2025 as Document No. A782730 in the Office of
the Carver County Recorder (“Easement Agreement”), whereby University granted to Grantee
an easement for public right-of-way purposes, as more fully described in the Easement Agreement;
and
WHEREAS, University and Grantee wish to amend the Easement Agreement as described
in this Amendment.
NOW, THEREFORE, the parties agree as follows:
1. Easement Area. The Easement Area is hereby modified to be that area legally described
on the attached Exhibit A-1 and depicted on the attached Exhibit B-1. Exhibits A and B to the
Easement Agreement are hereby deleted and replaced with Exhibits A-1 and B-1, respectively.
2. Additional Fee. Grantee shall pay to University the sum of $5,000.00, due and payable on
or before the Effective Date, for the additional property added to the Easement Area.
3. Miscellaneous. Capitalized terms not defined in this Amendment shall have the definition
given to them in the Easement Agreement. Except as modified by this Amendment, all terms and
conditions of the Easement Agreement shall remain in full force and effect.
4. Execution. This Amendment may be executed in one or more counterparts, each of which
shall be deemed to be an original and together shall constitute one and the same amendment.
90
2
IN WITNESS WHEREOF, University and Grantee execute this Amendment to Easement
Agreement to be effective on the day and year stated above.
REGENTS OF THE UNIVERSITY OF
MINNESOTA
By:
Name:
Its:
Date:
STATE OF MINNESOTA )
) ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this ____day of ___________,
20___ by _________________________, the _______________________________ of
Regents of the University of Minnesota, a Minnesota constitutional corporation, on behalf of
the University.
Notary Public
NOTARY STAMP OR SEAL
91
3
CITY OF CHANHASSEN
By:
Name: Elise Ryan, Mayor
Date:
And
By:
Name: Laurie Hokkanen, City Manager
Date:
STATE OF MINNESOTA )
) ss.
COUNTY OF )
The foregoing instrument was acknowledged before me this ____day of ___________,
20___ by Elise Ryan and Laurie Hokkanen, respectively _________________________, the
__Mayor and City Manager_____________________________ of the City of Chanhassen, a
Minnesota municipal corporation, on behalf of the corporation.
Notary Public
NOTARY STAMP OR SEAL
92
4
THIS INSTRUMENT DRAFTED BY:
Office of the General Counsel
University of Minnesota
200 Oak Street SE, Suite 360
Minneapolis, MN 55455
93
A-1
Exhibit A-1
94
B-1
Exhibit B-1
Depiction of the Easement Area
(shown as Proposed Permanent Public Right of Way Easement Area)
95
B-2
96
AMENDMENT TO
TEMPORARY CONSTRUCTION AGREEMENT
THIS AMENDMENT TO TEMPORARY CONSTRUCTION AGREEMENT (the
“Amendment”) is entered into as of the date of last signature below (the “Effective Date”) by
and between Regents of the University of Minnesota, a Minnesota constitutional corporation
(“University”), and City of Chanhassen, a Minnesota municipal corporation (“Licensee”).
WHEREAS, University and Licensee entered into a Temporary Construction Agreement
effective December 15, 2024 (“Temporary Construction Agreement”), providing Licensee a
temporary license over and across a portion of University’s property for the purposes of access,
staging, and other purposes related to the construction of certain improvements in connection
with its existing right-of-way for Crimson Bay Road Improvements; and
WHEREAS, University and Licensee desire to amend the Temporary Construction
Agreement as set forth in this Amendment.
NOW, THEREFORE, for good and valuable consideration, the sufficiency of which is
acknowledged, the parties agree as follows:
1. The License Areas are hereby modified to be over and across those portions of
University’s Property that are described on the attached Exhibit B-1 and depicted on the attached
Exhibit A-1. Exhibits A and B to the Easement Agreement are hereby deleted and replaced with
Exhibits A-1 and B-1, respectively.
2. As part of the fencing plan described in Section 18.iii, Licensee will install an access
gate providing access to University’s Property in a location reasonably determined by the parties.
3. Capitalized terms not defined in this Amendment shall have the definition given to them
in the Temporary Construction Agreement. Except as modified by this Amendment, all terms
and conditions of the Temporary Construction Agreement shall remain in full force and effect.
4. This Amendment may be executed electronically and/or in one or more counterparts,
each of which shall be deemed to be an original and together shall constitute one and the same
instrument. The executed counterparts of this Amendment may be delivered by electronic
means, such as email, and the receiving party may rely on the receipt of such executed
counterpart as if the original had been received.
97
Licensee and University execute this Amendment on the day and year stated below.
Regents of the University of Minnesota
By:
Name:
Title:
Date:
City of Chanhassen
By:
Name:Elise Ryan, Mayor
Date:
And
By:
Name:Laurie Hokkanen, City Manager
Date:
98
A-1-1
Exhibit A-1
Easement Area (shown as Proposed Permanent Public Right of Way Easement Area)
and License Areas (shown as Proposed Temporary Construction License Area)
99
A-1-1
100
B-1-1
Exhibit B-1
101
electric easement per Book 43, Page 61
C
C GGGGGGGGGGCCCCCCCCCCCCCCCGGEEEEECCCCCCCCCCCCCCCCCCCCCCCCCC
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S
PAVERS
DRIVEWAY
BLOCK RETAINING WALL (MID-LOW CONDITION)FENCE:WIREFENCE:WIREBITUMINOUS
DRIVEWAY
PAVERS
DRIVEWAY
G-C G-C G-C
CO
CO
CO
E-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE
-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DE-DCCCST-3C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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104+00105+00106+00107+00108+00H:\CHAN\0C1126763\CAD\C3D\126763_C_BASE_N1.dwg 5/29/2025 4:01:29 PMR
Crimson Bay Road Improvements
City of Chanhassen
Cul-de-Sac
May 2025
R
FEETSCALE
0 25 50
HORZ.16.8'25'
PROPOSED TEMPORARY EASEMENT
PROPOSED RIGHT OF WAY & DEER FENCE
PROPOSED BACK OF CURB
102
City Council Item
June 23, 2025
Item Approve a Massage Therapy Business License for Spalon Montage - New
Manager
File No.Item No: D.7
Agenda Section CONSENT AGENDA
Prepared By Jenny Potter, City Clerk
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves a Massage Therapy Business License for the new manager,
Dylan Victor, at Spalon Montage."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
Spalon Montage has a new operating manager, Dylan Victor. When the operating manager of a licensed
massage therapy changes, the must undergo a background check and a new license is issued in their
name.
A full background check was completed on Dylan Victor, and Lieutenant Stahn found no unfavorable
information.
BACKGROUND
DISCUSSION
103
BUDGET
RECOMMENDATION
Staff recommends that the City Council approve the massage therapy business license for Spalon
Montage for the new Operating Manager Dylan Victor.
ATTACHMENTS
104
City Council Item
June 23, 2025
Item Appointment to the Commission on Aging
File No.Item No: D.8
Agenda Section CONSENT AGENDA
Prepared By Jenny Potter, City Clerk
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council appoints Bill Monn to the Commission on Aging for a 3 year term,
ending in April of 2028."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
Becky Lundgren was appointed to the Commission on Aging in April of this year. She declined the
appointment. Bill Monn was asked to fill the position and agreed. He will fill a 3 year position with an
end date of April, 2028.
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
105
ATTACHMENTS
106
City Council Item
June 23, 2025
Item Approve $75,000 grant to Carver County CDA to acquire and rehab 6721 Hopi
Road
File No.Item No: D.9
Agenda Section CONSENT AGENDA
Prepared By Laurie Hokkanen, City Manager
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council authorizes a payment of $75,000 to the Carver County CDA to assist
with the purhcase and rehab of the single-family home located at 6721 Hopi Road, subject to to the
City and CDA entering into a grant agreement in a form approved by the City Manager."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
The Carver County CDA has approached the city with a request for $75,000 in City of Chanhassen
Local Area Housing Assistance (LAHA) funds. The city has approximately $250,000 in LAHA funds
available from 2024 and 2025. More information on LAHA funds:
https://www.revenue.state.mn.us/local-affordable-housing-aid.
The funding would help close the gap for a partnership involving Ruth Lunde, Habitat for Humanity,
the CDA, and the City of Chanhassen to create Chanhassen’s first Land Trust home. The CDA proposes
107
to acquire and renovate Ruth Lunde’s single-family home—a 1926-built, 3-bedroom, 2-bath house with
an attached 2-car garage. The home requires approximately $95,000 in renovations. Once complete, the
estimated value of the home would be $408,000.
With the city’s $75,000 contribution and other committed resources, the home could be sold to a low- to
moderate-income buyer (earning 80% AMI or less) for $235,000. The home would be placed in the
Carver County Community Land Trust with a ground lease to ensure long-term affordability for at least
99 years.
DISCUSSION
Pending approval, the City Attorney will draft an agreement between the Carver County CDA and City
of Chanhassen.
BUDGET
Chanhassen received $126,855.46 in 2024, and a similar amount is expected for 2025. No dollars have
been obligated or expended to date.
RECOMMENDATION
ATTACHMENTS
Chanhassen CLT Proposal
Chanhassen Home Sources and Uses
108
Chanhassen Land Trust Home Proposal Summary
Partnership:
Ruth Lunde
Habitat for Humanity
Carver County CDA
City of Chanhassen
Project Overview:
Property: 3-bedroom, 2-bath single-family home with attached 2-car garage
Year Built: 1926
Renovation Needs: ~$95,000
After-Rehab Value: ~$408,000
Funding Request:
Amount Requested: $75,000
Other Committed Resources: Additional funding secured
Impact of Full Funding:
Sale price to low/moderate-income buyer (≤80% AMI): $235,000
Home enters Carver County Community Land Trust (CLT)
99+ year aƯordability through ground lease
Impact of Reduced Funding:
Higher sale price
Reduced aƯordability for target income group
109
110
Chanhassen Land Trust Home - 67XX Hopi Road
DEVELOPMENT COSTS (Uses)PERMANENT CAPITAL FUNDING (Sources)
Total Costs Name of Source Amount
ACQUISITION First Mortgage/Buyer Equity/DPA 235,000
Land 300,000 Carver County CDA 50,000
Closing Costs (title, legal)3,000 MHFA Impact Fund 85,000
Total Acquisition 303,000 Habitat Private Fundraising 10,000
CONSTRUCTION City of Chanhassen 75,000
Rehab Total Permanent Capital Funding 455,000
Construction Contract Amount 88,075
Construction Contingency (10%)8,808
Total Rehab Costs 96,883
PROFESSIONAL FEES
Professional Fees Total 35,988
DEVELOPER FEES
Developer Fee Total 15,000
FINANCING COSTS
Financing Costs Total 4,129
Total Development Cost 455,000
111
City Council Item
June 23, 2025
Item Award design contract for the 2026 Lake Drive East Rehabilitation Project
File No.ENG 26-02 Item No: D.10
Agenda Section CONSENT AGENDA
Prepared By Charlie Howley, Director of Public Works/City Engineer
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council authorizes entering into a Professional Services Agreement with I&S
Group, Inc. for design services related to the 2026 Lake Drive East Rehabilitation Project."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
This project is identified in the 5-yr CIP for 2026, see attached map. It includes rehabilitation of Lake
Drive East from Great Plains easterly to approximately the strip mall where Starbucks is located. It also
includes Great Plains from Highway 5 south to Grandview Road. The intersection of Lake Drive East
and Great Plains will be studied for potential design modification.
Lake Drive East and Great Plains Boulevard are both Municipal State Aid Streets, and therefore part of
the revenue for the project is MSA funds. The project will involve private property assessments, which
in this case are all commercial properties.
BACKGROUND
Hiring the design consultant is the first step in the project implementation process. The approximate
project schedule is as follows:
112
Neighborhood Public Open House #1 Mid-September 2025
Public Hearing on Feasibility; Order Project September 22, 2025
Authorize Bidding December 8, 2025
Bid Opening Mid-January 2026
Neighborhood Public Open House #2 Mid-February 2026
Assessment Hearing; Award Contract February 23, 2026
Start Construction May 2026
Substantial Completion October 2026
The project page is available here: https://www.chanhassenmn.gov/government/projects/street-
projects/great-plains-lake-drive-east-rehabilitation-project
DISCUSSION
The contract is the City's standard Professional Services Agreement (PSA).
BUDGET
Six firms submitted proposals and were scored based on the criteria outlined in the RFP.
The scoring resulted in a recommendation to award the contract to ISG, which also happened to be the
lowest cost.
RECOMMENDATION
Staff recommends awarding the design contract to ISG.
ATTACHMENTS
RFP Evaluations_26-02
26-02 RFP with exhibits
PROFESSIONAL SERVICES AGREEMENT_Chanhassen-ISG_26-02 Lake Dr E Rehab
Streets 5-Year CIP - 2025-2029
113
Completeness
Resources
Fee
Reviewer #1
Completeness/Quality of
Proposal Resources/Personnel Total Cost Fees
Overall Score
30%35%35%100%
SEH 28%32%332,741.00$ 29.9%89.9%
Bolton & Menk 20%32%369,324.00$ 27.0%79.0%
WSB 20%25%352,175.00$ 28.3%73.3%
Kimley-Horn 25%28%399,774.00$ 24.9%77.9%
Houston 28%30%318,956.50$ 31.2%89.2%
ISG 28%30%284,670.00$ 35.0%93.0%
Reviewer #2
Completeness/Quality of
Proposal Resources/Personnel Total Cost Fees Overall Score
30%35%35%100%
SEH 30%30%332,741.00$ 29.9%89.9%
Bolton & Menk 25%32%369,324.00$ 27.0%84.0%
WSB 25%25%352,175.00$ 28.3%78.3%
Kimley-Horn 25%20%399,774.00$ 24.9%69.9%
Houston 30%25%318,956.50$ 31.2%86.2%
ISG 30%25%284,670.00$ 35.0%90.0%
Reviewer #3
Completeness/Quality of
Proposal Resources/Personnel Total Cost Fees Overall Score
30%35%35%100%
SEH 25%25%332,741.00$ 29.9%79.9%
Bolton & Menk 25%30%369,324.00$ 27.0%82.0%
WSB 20%20%352,175.00$ 28.3%68.3%
Kimley-Horn 20%20%399,774.00$ 24.9%64.9%
Houston 30%32%318,956.50$ 31.2%93.2%
ISG 28%30%284,670.00$ 35.0%93.0%
Reviewer #4
Completeness/Quality of
Proposal Resources/Personnel Total Cost Fees Overall Score
30%35%35%100%
SEH 25%25%332,741.00$ 29.9%79.9%
Bolton & Menk 25%20%369,324.00$ 27.0%72.0%
WSB 10%20%352,175.00$ 28.3%58.3%
Kimley-Horn 15%25%399,774.00$ 24.9%64.9%
Houston 30%25%318,956.50$ 31.2%86.2%
ISG 30%20%284,670.00$ 35.0%85.0%
Average
between all
reviewers
Completeness/Quality of
Proposal Resources/Personnel Total Cost Fees
Overall Score
30%35%35%100%
SEH 27%28%332,741.00$ 29.9%84.9%
Bolton & Menk 24%29%369,324.00$ 27.0%79.2%
WSB 19%23%352,175.00$ 28.3%69.5%
Kimley-Horn 21%23%399,774.00$ 24.9%69.4%
Houston 30%28%318,956.50$ 31.2%88.7%
ISG 29%26%284,670.00$ 35.0%90.3%
Notes:Adjusted pricing as required to create an equivalent comparison between all proposals
2026 Lake Dr E Rehabilitation Project (Project No. 26-02)
Completeness and quality of the proposal including a demonstrated understanding of the scope as it relates
to the stated goals of the project and conformance with the RFP. This includes separation from other
proposals by identifying specific items important to this City project. (30%)
Resources of firm and experience of key personnel identified to perform the scope of services and the firm's
ability to meet the project schedule. This includes past performance on similar projects and experience on
previous City of Chanhassen projects. (35%)
Cost to perform all items identified to be completed within the RFP. (35%)
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Request for Proposals
2026 Lake Dr E. Rehabilitation Project
City Project N. 26-02
Distribution Date: May 16, 2025
I. INTRODUCTION
The City of Chanhassen is issuing this Request for Proposals (RFP) for design and construction
phase professional services of approximately a half (0.5) mile of city state-aid street rehabilitation
and reconstruction. In general, the project includes: public engagement, preliminary engineering,
intersection analysis, feasibility study preparation, surveying, street view video creation,
preliminary and final design, permitting, preparation of contract documents, right-of-way
acquisition assistance, construction materials testing RFP preparation, bid administration,
construction administration, construction inspection and staking, as-built drawings and project
closeout.
A. RFP Content. This RFP contains the following sections:
I. Introduction
II. Project Information
III. Proposal Requirements
B. Addenda/Clarifications. Any changes to this RFP will be made by written addendum.
Verbal modification will not be binding.
C. Pre-Contractual Expenses. The city will not be responsible for any pre-contractual expenses.
Pre-contractual expenses are defined as expenses incurred by the Consultant in:
1. Preparing its proposal in response to this RFP;
2. Submitting that proposal to the City;
3. Negotiating with the City any matter related to this RFP; or
4. Any other expenses incurred by the Consultant prior to the date of execution of the
Professional Services Agreement.
D. Contract Award.
1. Consultant shall be required to enter into the City’s standard Professional Services
Agreement (attached for reference).
2. Issuance of this RFP and receipt of proposals does not commit the City to award a
contract. The City reserves the right to postpone opening for its own convenience, to
accept or reject any or all proposals received in response to this RFP, to negotiate with
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other than the selected Consultant should negotiations with the selected consultant be
put on hold or terminated, to negotiate with more than one Consultant simultaneously,
or to cancel all or part of this RFP.
E. Contact Person. The Consultant's contact for specific questions regarding information in
this RFP is:
George Bender, PE
Assistant City Engineer
City of Chanhassen
7700 Market Boulevard
Chanhassen, MN 55317
(952) 227-1164
gbender@chanhassenmn.gov
II. PROJECT INFORMATION
A. Project Area and Identified Improvements.
Approximately a half (0.5) mile of roadway is proposed to be rehabilitated or reconstructed
within a commercial area which also provides access to a residential area of Chanhassen.
The project area consists of two primary MSA streets: Lake Dr E between Great Plains
Blvd and Dakota Ave plus Great Plains Blvd between TH 5 and Lake Dr E. Both segments
have been designated by the city as municipal state aid segments. The area proposed for
improvements is shown in the attached Figures.
· Lake Dr E was originally constructed between 1983 and 1987. It was last seal-
coated in 2012. This ~1450-foot street segment is currently programmed to be
rehabilitated via a full depth reclamation from the tie in point on the east end near
Dakota Ave to the intersection with Great Plains Blvd.
· This ~550-foot segment of Great Plains Blvd was originally constructed in 1973,
last reconstructed in 1991, and last rehabilitated in 2001. It was seal-coated in 2013.
It is currently programmed to be rehabilitated via a full depth reclamation from TH
5 to the intersection with Lake Dr E.
· The intersection of Great Plains Blvd and Lake Dr E is expected to either be
rehabilitated via a full depth reclamation or reconstructed and reconfigured after a
full intersection analysis has been completed and the City has selected the preferred
configuration. It is expected the preliminary design include an intersection control
evaluation report including performing traffic counts.
The consultant shall investigate each segment of Great Plains Blvd and Lake Dr E as part
of the scope. All project areas including individual street segments need to be evaluated
with anticipated improvements to include:
· full depth reclamation (Lake Dr E between Great Plains Blvd and near the
Starbucks entrance which is ~450-feet west of Dakota Ave),
· mill and overlay (if recommended),
· spot soil corrections (if needed along all segments),
· spot curb and gutter replacement in rehabilitation areas,
· new curb and gutter in reconstruction areas,
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· trail and sidewalk improvements,
· ADA improvements,
· signage and pavement markings,
· stormwater management spot repairs,
· sanitary sewer reconstruction and spot repairs, and,
· watermain reconstruction and spot repairs.
The design will need to be in conformance with the City’s most recently published or
updated Standard Specifications and Detail Plates. The City will be conducting a
geotechnical assessment to aid in the analysis of pavement and drainage improvements
throughout the project areas and the consultant will be provided the geotechnical report to
incorporate with the feasibility study and subsequent design. The design consultant shall
make rehabilitation recommendations from pavement specialists on their team.
The $950,000 overall project budget will be funded by the city’s Pavement Management
Program Fund (PMP, $250,000 via Special Assessments and $500,000 via Municipal
State-Aid funding) and Utility Enterprise Funds (Sanitary $50,000, Water $50,000, and
Surface Water $100,000). The PMP Fund receives revenue from the property tax levy,
franchise fees and special assessments. Per the City’s assessment practice, forty percent
(40%) of the eligible street costs are proposed to be assessed to the benefiting property
owners. The City’s assessment practice can be viewed on the City’s website. It was
updated on May 5, 2025. The recent update did not affect commercial properties but this
project may require additional iterations to fairly assess the commercial properties
accessing the streets being rehabilitated. As part of the scope, the Consultant will
understand the City’s assessment practice, prepare draft and final assessment rolls, follow
the MS 429 assessment process, and respond to concerns raised on an as-needed basis. All
cost estimates, bid tabulations and contractor pay applications shall be broken down by
source of funding.
If any of the project areas or work affect adjacent municipality’s, County, or State rights-
of-way; the consultant will include any necessary coordination and permitting in their
scope. The City will reimburse the consultant for any permitting fees but the consultant
should identify any expected fees in their proposal.
There is typically a mix of watermain pipe sizes and materials within the project areas’
rights-of-way and public easements. The Consultant shall specify an approach in the
proposal to determine if any watermain and/or components should be replaced or
improved. The city would prefer not to use the open cut method for replacing any
significant lengths of water main in a rehabilitation (i.e. M&O and FDR) area that would
not dictate a spot repair. City staff will provide background to help determine if existing
bolting, gate valves, curb stops or hydrants need to be replaced. Consultant staff is
expected to review the existing valving and hydrant locations and make recommendations
as needed for adding assets. It is anticipated that the majority of the bolting associated
with water valves will require replacement. Curb stops and hydrants will be replaced on
an as needed basis. The design consultant shall make rehabilitation recommendations from
utility specialists on their team and plan to visit the site to verify recommendations as
necessary. The City has a policy for replacing any existing cast iron pipe currently in use.
The consultant will be required to prepare a complete utility design in any project area
being reconstructed including plan and profile views.
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The sanitary sewer within this area is minimal and consists of eight-inch (8”) PVC pipe.
The City will have the sanitary sewers televised. Generally speaking, the sanitary sewer
installed in rehabilitation areas is anticipated to be in adequate condition, however the
mains and structures within the project area are to be assessed by the consultant for
rehabilitation as needed. The consultant will be provided the videos and inspection reports.
The consultant will be expected to review the televising information and subsequently
make recommendations by utility specialists on their team to be incorporated in the
feasibly study and subsequent design. Additionally, consulting staff with the assistance of
city staff will evaluate the sanitary sewer structures for any necessary updates and repairs.
Any identified improvements shall be incorporated in the feasibility study and subsequent
design. The consultant will be required to prepare utility design in plan and profile views
if needed. Upon request, the City can provide access to our GIS system and as-builts to
help with comprehension and scoping.
The City will televise the storm sewers within the project areas. Based on preliminary
information, the storm sewer infrastructure in these locations is generally expected to be
in adequate condition. The City will provide the consultant with video footage and
inspection reports for review. Using this information, the consultant’s utility specialists
shall evaluate the storm sewer conditions and make recommendations to be included in
the feasibility study and subsequent design.
City staff will also assess the storm sewer structures to identify any necessary repairs or
upgrades. Any improvements identified by the City will be communicated to the
consultant and must be incorporated into the feasibility study and design.
Within the reconstruction project areas, the existing storm sewer network and surface
water best management practices (BMPs) are limited. The consultant will be responsible
for developing utility and erosion control designs that comply with City code and
applicable watershed district regulations.
The project may trigger stormwater management requirements from the Riley Purgatory
Bluff Creek Watershed District (RPBCWD), particularly if the intersection of Great
Plains Blvd and Lake Drive E is reconstructed. These requirements include, but are not
limited to volume abstraction, total Suspended Solids (TSS) and Total Phosphorus (TP)
removal, and discharge rate analysis. Note: Stormwater pond RM P-4.9 was
reconstructed and expanded in 2022 as part of the City’s annual stormwater improvement
program. As necessary, the consultant will be expected to develop stormwater treatment
strategies and incorporate them into the feasibility study and design.
Close coordination with the RPBCWD will be essential. The consultant should anticipate
at least two (2) meetings with the watershed district to support stormwater planning
through final design. A preliminary permit application to the watershed district will be
required at the 60% design plan submittal stage.
The consultant shall also assess the existing storm sewer network and related BMPs
within the project area to evaluate current performance and recommend improvements as
needed. The City will provide any available HydroCAD models; however, these models
cover ponds only and do not include storm sewer piping. Furthermore, the City does not
guarantee the completeness or accuracy of these models.
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The consultant will be expected to address any existing stormwater management issues in
areas adjacent to or impacted by the project streets. Site visits will be necessary to verify
conditions and support the development of accurate recommendations.
· Review current NPDES and Watershed District Rules, and:
o Identify if the project scope exceeds the threshold for each agency’s
rules and incorporate improvements as necessary.
o Prepare a stormwater pollution prevention plan (SWPPP) as required.
B. Required Project Scope. The objective is to provide a project that is both technically and
economically feasible. This project scope in general shall provide the following but also include
any effort deemed necessary to produce a completed project:
1. Project Management.
2. Design.
a) Coordinate and perform initial site visits of each project area with City Staff.
Go through the entire project in the field with the city to obtain information
staff is aware of up front. Consultant shall document each concern raised
throughout the visits and submit a summary as a spreadsheet for tracking
purposes during the design.
b) Preparation of a feasibility report to meet Minnesota State Statutes Chapter 429
requirements.
c) Provide a 360-degree video along each street in all project areas. The timing
of the data acquisition shall either be prior to design or immediately prior to
construction and it shall be on a bright day with the sun near mid-day as to
avoid unnecessary shadowing. Notice shall be given to the city ahead of the
gathering the data to facilitate communications and street sweeping if
necessary. The overall quality of the video delivered shall be detailed enough
to help avert construction claims that are brought forth. For example, the
imagery shall pick up the cracking within existing curbing and driveways. The
information shall be gathered close enough to the curb line and at a slow
enough rate to gather high quality, useable data. The ability to easily zoom into
the imagery shall be component of the delivered product. The overall
functionality and quality shall be equal to or better than ‘Google Streetview’.
d) Other site visits as necessary during design to review and identify needed
improvements such as utility repair recommendations, stormwater treatment
options, curb replacement, tree and landscaping impacts, private utility
conflicts, sidewalk and trail improvements, and other specific restoration needs
(driveway pavements, type of turf, irrigation, etc.). The consultant shall plan
to coordinate directly with properties impacted by tree removals ahead of
construction.
e) Meetings as needed with property owners to discuss property impacts such as
tree removals or BMP installations.
f) Meetings and coordination with the RPBCWD team as needed to facilitate the
stormwater design and secure applicable permits.
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g) Preparation of preliminary and final construction plans and documents in
conformance with the City’s most recent standard specifications and detail
plates.
1. Review and incorporate available information from the existing as-
builts into the plans in lieu of solely relying upon GIS.
2. Subsurface utility quality level C shall be required as well as specific
private utility relocation plan sheets.
3. Factor scheduling associated with tree removals for requirements
associated with Northern Long-Eared Bats and other protected
species.
4. Provide draft construction plans at (approximately 30%, 60%, 90%
and 100%) and other review items such as SEQs, OPCC,
preliminary assessment rolls, etc., to the city utilizing Bluebeam
Studio. Responses to all City Comments shall be provided with the
subsequent update. Consultant shall document their internal QA/QC
process prior to review submissions. The plan sheet scale shall be
set for all sheets within each Bluebeam session.
5. Construction plan sheets shall have logical match lines within
project areas and be grouped by assessable area to facilitate ease of
use for Contractors and field personnel.
h) Prepare, submit, and obtain all necessary permits in association with the
project. The City will be responsible for any costs associated with submission
of permits. These costs should be identified and estimated in the proposal but
do not need to be included in the Consultant’s final cost.
i) Identify areas where right-of-way or easements are required and provide
acquisition services, including; parcel exhibits and legal descriptions,
obtaining title commitments, right-of-way/easement staking, and property
appraisals and reviews. The City Attorney will provide legal documents such
as deeds, easements, consents, disclaimers, etc., as required and will also
review title work and ensure that all interested parties are defined and listed
prior to the consultant meeting with the landowner. City staff will help
facilitate and participate in discussions with the landowner. The City will
ultimately process all documents that require recording through the City
Attorney’s office. Any eminent domain tasks will be provided by the City
Attorney, as needed.
j) Preparation of preliminary and final assessment rolls.
k) Public engagement support. The level of public engagement during design is
to be outlined by the consultant in the work plan of their proposal with any
value-added costs identified in the fee spreadsheet. At a minimum, plan for
two (2) public open houses and exhibit preparation, routine project webpage
updates during design (hosted on the city’s website), and preparation of a
mailed resident survey(s) that asks for input around both project wide
improvements and property specific impacts. A summarization of all resident
input submitted via email, comment cards, resident survey, and other means
shall be prepared by the consultant and used as a tracking mechanism during
design. The consultant shall follow-up on all individual survey responses as
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needed. A communication summary shall be coordinated and drafted by the
consultant after each open house to add to the City Council agenda item.
3. Bidding.
a) Bidding services including coordination regarding the advertisement for bid,
posting electronic bid documents, answering bidder’s questions, maintaining a
bid holder’s list, attending a bid opening at City Hall, tabulating bids and
breaking bids down by funding source, analysis, and providing a
recommendation. Online bidding will be acceptable, however it is expected
that the consultant host the virtual bid opening from City Hall.
4. Design Surveying.
a) GIS data will be provided to the Consultant to use as a starting point for a
basemap for the design in the rehabilitation areas. Available as-built
information will also be provided to the consultant by the City. The Consultant
shall obtain supplemental field surveying at select areas of the project as
needed in a rehabilitation area and as determined to be necessary during the
design phase. Specific data may include tree locations and size for impacted
trees, ADA compliance, private utility locations (consultant shall obtain small
utility mapping), structure rim and invert elevations, drainage and grade
refinements, EOF’s, finished floor elevations, and locating existing right of
way and/or easements within the project area. An accurate basemap in CAD
format (.dwg) is required to be developed by the consultant that includes
updates based on as-built review and field survey information. The Consultant
shall include the cost of field design surveying needs per the level of effort
needed.
b) The Consultant shall provide cost in their proposal for a complete design
survey in the reconstruction areas. All of the necessary information within the
existing right-of-way and easements for the subsequent design shall be
gathered. This shall include property corners, topographic data, tree locations
and sizes, landscaping, all existing public and private utilities, retaining walls,
and other property features as needed. Coordination with the County Surveyor
as necessary shall be included in the scope.
5. Meetings. It is anticipated the Consultant shall include time to prepare agenda and
minutes, handouts, exhibits, and have key staff attend in person for:
a) Three (3) City Council meetings at City Hall. Consultant shall provide
information as needed to facilitate preparation of staff reports and Powerpoint
presentations for the City Council agenda.
b) Two (2) neighborhood informational meetings for the entire project area.
c) Two (2) coordination meetings with the RPBCWD to confirm design
requirements and resolve comments to secure construction permits.
d) Staff meetings for design coordination as necessary and as desired by the
consultant to facilitate a quality design. These meetings shall typically be held
at City Hall but can be held virtually if needed. Routine design meetings
should be assumed to take 2+ hours per meeting to coordinate various design
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details. The consultant shall describe in detail their plan for design and
coordination meetings to facilitate a quality product.
e) Individual property owner meetings held on-site as needed for ROW and
easement acquisition, tree removals, BMP placements, and other coordination
items to communicate effectively with the residents. Assume five (5) meetings
for this proposal.
f) Preconstruction meeting to be held at Public Works.
g) Weekly meetings during construction. Assume twenty (20) meetings for this
proposal.
6. Construction Surveying.
a) Consultant shall include an allowance of $25,000 to cover the cost of
construction staking as the level of effort cannot be determined at this time. If
the consultant does not feel this amount will be sufficient to cover construction
staking it should be noted in the proposal and the actual estimate shall be
provided.
7. Construction Administration and Inspection.
a) Construction administration services will be required including submittal
review, answering design questions and responding to RFI’s, preparation and
review of pay requests, construction coordination with residents, preparation of
weekly project updates, attending weekly meetings including preparation of
meeting minutes, monitoring and review of NPDES permit documentation,
negotiating and processing change orders, Spring work the following season,
and final closeout. The consultant shall request submittal review assistance as
needed and distribute all approved submittals to the City during construction.
The consultant shall maintain and distribute conformed contract documents
after the bidding process and throughout construction as major plan updates
occur. If the project is funded with Municipal State-Aid, the Consultant shall
prepare and submit State-aid payment requests periodically on behalf of the
city. This administration time shall be in addition to time allocated in tasks 7b
(construction inspection) and 8 (project close-out) in this RFP.
b) Construction inspection services shall include time on-site to monitor the
construction, perform utility coordination, coordinate with residents as
necessary, track quantities, attend weekly coordination meetings, coordinate
with the City’s staff as needed, prepare daily reports, monitor all BMPs
associated with the SWPPP and document compliance, and generally work with
the Contractor. The inspector shall document and track all private utility
interruptions and hits caused by the project via an up-to-date spreadsheet that
can be accessed by City staff. The Consultant should include an allowance of
900 hours of inspection time in 2026 in their proposal for the primary inspector.
An allowance of 150 inspection hours shall be reserved for the following Spring
to follow-up on punch list items, wear course paving (if necessary), restoration,
and closing-out the project. The consultant shall also perform inspections as
needed through the warranty period in addition to coordinating with the
contractor to ensure items are adequately communicated and repairs are
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completed. An allowance of 50 hours shall be reserved for warranty period
efforts. The Consultant shall have the capacity to provide a second inspector
on-site when construction activity dictates additional assistance is necessary.
The primary inspector shall be certified through MnDOT certification classes
including ADA certification in addition to the Erosion and Stormwater
Management program through the University of Minnesota. The primary
project inspector shall have a minimum of five (5) years of construction
experience. Completed daily reports for the past month shall be submitted with
each contractor pay application.
c) The consultant shall factor adjusted billing rates into the proposal for any
necessary rate increases for time expended throughout the contract. The billing
rates for all staff will not be allowed to be adjusted during the project because
it would reduce the planned amount of hours to complete the work.
d) The city will contract separately for geotechnical support and materials testing
during construction, however the consultant will coordinate and review all
testing with the selected geotechnical firm during construction. The Consultant
will provide testing quantity information to the city as part of their scope for
inclusion in the material testing RFP.
8. Preparation of as-built drawings and project closeout.
a) Draft as-builts shall be completed and submitted to the city after the project is
substantially complete and within the winter season following construction.
The as-built requirements shall comply with section 9.19 of the City’s General
Conditions.
b) Provide completed MnDOT ADA Compliance Checklists with the final as-
builts.
c) The consultant shall coordinate all final documentation required to close out the
construction contract.
d) Final as-built information and all other final documentation shall be provided
no later than 45 days after the final construction pay request has been approved.
e) Time within task 8 shall be calculated separate from time included within Task
7b.
C. Project Goals. The goals of the project are as follows, in no particular order of importance.
These goals support the City’s Strategic Priorities.
1. Develop an appropriate pavement rehabilitation technique that meets design budget.
(Financial Sustainability and Asset Management)
2. Incorporate appropriate improvements to public utilities and systems in the vicinity of
the project by leveraging the opportunity of the street rehabilitation. (Asset
Management)
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3. Implement a project schedule that leverages an advantageous bidding climate.
(Financial Sustainability)
4. Preparation of contract documents to a level of detail that meets City standards,
minimizes cost and schedule risk exposure to the City, and clearly addresses impacts
to private property. (Financial Sustainability, Asset Management and Operational
Excellence)
5. Proactive communication with impacted residents and property owners.
(Communication and Operational Excellence)
6. Develop trust between City and Consultant; and between City and Residents.
(Communication and Operational Excellence)
D. Project Schedule. The following is the estimated project schedule:
Award Consultant Contract at City Council
Accept Feasibility Report; Call Public Hearing
Neighborhood Project Open House
Public Hearing on Feasibility; Order Project
Approve Plans & Specifications, Authorize Ad
Bid Opening
Call Assessment Hearing
Neighborhood Meeting
Assessment Hearing; Award Contract
Start Construction
Substantial Construction Complete
Final Completion
June 23, 2025
September 8, 2025
September 10, 2025
September 22, 2025
December 8, 2026
January 21, 2026
February 9, 2026
February 11, 2026
February 23, 2026
May 11, 2026
October 2, 2026
June 11, 2027
III. PROPOSAL
A. Delivery of Proposals
All proposals must be emailed to Assistant City Engineer George Bender at:
gbender@chanhassenmn.gov
All proposals must be received no later than 4:00 p.m. (central time) on Wednesday,
June 4, 2025. Late proposals will not be considered.
B. Proposal shall include at a minimum, the following:
1. Identification of the offering firm, including name, address and telephone number.
2. Acknowledgement of receipt of RFP addenda, if any.
3. Name, title, address, email address and telephone numbers of contact person during
period of proposal evaluation.
4. Identify key team members and areas of responsibility, include resumes.
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5. A brief, concise work plan that demonstrates the Consultant's understanding of the
project and what needs to be done to successfully complete the scope of work,
including overall project schedule. Special consideration will be giving for
innovative public engagement during both design and construction phases.
6. A detailed not-to-exceed cost breakdown, in spreadsheet format, for performing the
work including time and hourly rates for each team member, materials, equipment,
and subcontractors required, if any. Costs shall be broken out into areas as indicated
in Section II, Paragraph B. The estimate shall clearly identify any proposed alternates
and reimbursable expenses.
7. Other services outside the scope of this proposal that the firm feels may be needed, if
any. The Consultant also may propose cost-savings items. Any modifications shall
be noted separately in the proposal and not part of the overall not-to-exceed fee.
8. Any exceptions to the requirements in this RFP, including the language in the
contractual terms, must be included in the proposal. If the Consultant proposes
changes to the scope of work, include a description, reason for the change and
added/deducted engineering costs. Segregate all exceptions as a separate element of
the proposal under the heading "Exceptions and Deviations".
C. Proposal Evaluation
Proposals will be evaluated based on the following criteria:
1. Completeness and quality of the proposal including a demonstrated understanding of
the scope as it relates to the stated goals of the project and conformance with the RFP.
(30%)
2. Resources of firm and experience of key personnel identified in the proposal to
perform the complete scope of services and the firm’s ability to meet the project
schedule. Proposed personnel availability shall be clear within the proposal.
Experience includes past performance on similar projects and experience on previous
City of Chanhassen projects. (35%)
Please note when the City evaluates the personnel proposed to be utilized on the
project it becomes assumed these personnel will be available to work on the project
based on the availability identified in the proposal. If project personnel needs to be
modified the City reserves the right to approve the proposed changes. The consultant
shall communicate the need for the requested modification and explain any effects
on the project for City consideration and approval.
3. Fee. (35%)
Interviews are not anticipated to be utilized as part of proposal evaluation process
but the City reserves the right to interview firms to make a determination regarding
the final selection.
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Inspection Date: 2024-08-02
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Document Path: K:\Departments\Engineering\Projects\26-02 Great Plains-Lake Drive East Rehab Project\26-02 Rehab.aprxDate Created: 3/11/2025
Created By: City of Chanhassen - Engineering Department
Affected Water Features: Lake Dr
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Document Path: K:\Departments\Engineering\Projects\26-02 Great Plains-Lake Drive East Rehab Project\26-02 Rehab.aprxAffected Sanitary Structures: Lake Dr
City of Chanhassen
Affected Manholes
"Affected Sewer Main
Sewer Manholes
"Sewer Gravity Mainsµ0 0.03
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Feet
Date Created: 3/11/2025
Created By: City of Chanhassen - Engineering Department
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201749v1
PROFESSIONAL SERVICES AGREEMENT
AGREEMENT made this ________ day of ___________________, 20__, by and between
the CITY OF CHANHASSEN, a Minnesota municipal corporation ("City") and
__________________________________________ "Consultant").
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1. SCOPE OF SERVICES. The City retains Consultant for_____________________.
2. CONTRACT DOCUMENTS. The following documents shall be referred to as the
"Contract Documents," all of which shall be taken together as a whole as the contract between the
parties as if they were set verbatim and in full herein:
A. This Professional Services Agreement;
B. Request for quote – __________________ dated ______, 20___;
C. Insurance Certificate;
D. Consultant’s ______, 20___ proposal for___________________
(“Proposal”).
In the event of conflict among the provisions of the Contract Documents, the order in which they are
listed above shall control in resolving any such conflicts, with Contract Document “A” having the
first priority and Contract Document “D” having the last priority.
3. COMPENSATION. Consultant shall be paid by the City for the services described
in the Proposal a not to exceed fee of __________________ Dollars ($_____, inclusive of expenses.
Services performed directly by Consultant shall be paid at an hourly rate in accordance with the
Proposal, subject to the not to exceed fee. The not to exceed fees and expenses shall not be adjusted
if the estimated hours to perform a task, the number of required meetings, or any other estimate or
assumption is exceeded. Consultant shall bill the City as the work progresses. Payment shall be
made by the City within thirty-five (35) days of receipt of an invoice.
4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and
information generated in connection with performance of this Agreement shall be the property of
the City. The City may use the information for its purposes.
5. CHANGE ORDERS. All change orders, regardless of amount, must be approved
in advance and in writing by the City. No payment will be due or made for work done in advance
of such approval.
130
2
201749v1
6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the
provisions of services to be provided.
7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill,
and diligence in the performance of the services as is ordinarily possessed and exercised by a
professional consultant under similar circumstances. No other warranty, expressed or implied, is
included in this Agreement. City shall not be responsible for discovering deficien cies in the
accuracy of Consultant’s services.
8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its
officers, agents, and employees, of and from any and all claims, demands, actions, causes of action,
including costs and attorney's fees, arising out of or by reason of the execution or performance of the
services provided for herein and further agrees to defend at its sole cost and expense any action or
proceeding commenced for the purpose of asserting any claim of whatsoever character arising
hereunder.
9. INSURANCE. Consultant shall secure and maintain such insurance as will protect
Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims
for bodily injury, death, or property damage which may arise from the performance of services under
this Agreement. Such insurance shall be written for amounts not less than:
Commercial General Liability $2,000,000 each occurrence/aggregate
Automobile Liability $2,000,000 combined single limit
Professional Liability $2,000,000 each occurrence/aggregate
The City shall be named as an additional insured on the general liability policy on a primary and non-
contributory basis. Before commencing work, the Consultant shall provide the City a certificate of
insurance evidencing the required insurance coverage in a form acceptable to City.
10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an
independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not
an employee of the City and is free to contract with other entities as provided herein. Consultant shall
be responsible for selecting the means and methods of performing the work. Consultant shall furnish
any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this
Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent
that Consultant or any of Consultant's agents or employees are in any manner agents or employees of
the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own
FICA payments, workers compensation payments, unemployment compensation payments,
withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are
required to be paid by law or regulation.
131
3
201749v1
11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Consultant shall
comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed
services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from
City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of
a month to subcontractors on any undisputed amount not paid on time to subcontractors. The
minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars
($100.00) or more is Ten Dollars ($10.00).
12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and
construed in accordance with the laws of the State of Minnesota. In the event of litigation, the
exclusive venue shall be in the District Court of the State of Minnesota for Carver County
Minnesota.
13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must
comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it
applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created,
collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this
Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices
Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were
a government entity. In the event Consultant receives a request to release data, Consultant must
immediately notify City. City will give Consultant instructions concerning the release of the data to
the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold
City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from
Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or
subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall
survive the cancellation or termination of this Agreement.
14. COPYRIGHT. Consultant shall defend actions or claims charging infringement
of any copyright or software license by reason of the use or adoption of any software, designs,
drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage
resulting therefrom.
15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract
requires, or the Consultant desires, the use of any design, devise, material or process covered by
letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by
suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed
with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and
hold harmless the City from any and all claims for infringement by reason of the use of any such
patented designed, device, material or process, or any trademark or trade name or copyright in
connection with the services agreed to be performed under the Contract, and shall indemnify and
defend the City for any costs, liability, expenses and attorney's fees that result from any such
infringement.
132
4
201749v1
16. RECORDS. Consultant shall maintain complete and accurate records of hours
worked and expenses involved in the performance of services.
17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising
herein, without the written consent of the other party.
18. WAIVER. Any waiver by either party of a breach of any provisions of this
Agreement shall not affect, in any respect, the validity of the remainder of this Agreement.
19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein.
This Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof, as well as any previous agreements presently in effect between the parties
relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the
provisions of this Agreement shall be valid only when expressed in writing and duly signed by the
parties, unless otherwise provided herein.
20. TERMINATION. This Agreement may be terminated by the City for any reason
or for convenience upon written notice to the Consultant. In the event of termination, the City shall
be obligated to the Consultant for payment of amounts due and owing including pa yment for
services performed or furnished to the date and time of termination.
Dated: _______________, 20__. CITY OF CHANHASSEN
BY: _____________________________________________
Elise Ryan, Mayor
BY: _____________________________________________
Laurie Hokkanen, City Manager
Dated: _______________, 20__. _______________________
BY: _____________________________________________
Its
133
1
PROFESSIONAL SERVICES AGREEMENT_Chanhassen-ISG_26-02 Lake Dr E Rehab
PROFESSIONAL SERVICES AGREEMENT
AGREEMENT made this 23rd day of June, 2025, by and between the CITY OF
CHANHASSEN, a Minnesota municipal corporation ("City") and I & S Group, Inc., a Minnesota
corporation ("Consultant").
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES
AGREE AS FOLLOWS:
1. SCOPE OF SERVICES. The City retains Consultant for design and construction
phase professional services for the 2026 Lake Drive East Rehabilitation Project, Project No. 26-02.
2. CONTRACT DOCUMENTS. The following documents shall be referred to as the
"Contract Documents," all of which shall be taken together as a whole as the contract between the
parties as if they were set verbatim and in full herein:
A. This Professional Services Agreement;
B. Request for Proposal – 2026 Lake Dr. E. Rehabilitation Project, City Project
No. 26-02 dated May 16, 2025 (“RFP”);
C. Insurance Certificate;
D. Consultant’s June 4, 2025 proposal for 2026 Lake Drive East Rehabilitation
Project (“Proposal”).
In the event of conflict among the provisions of the Contract Documents, the order in which they are
listed above shall control in resolving any such conflicts, with Contract Document “A” having the
first priority and Contract Document “D” having the last priority.
3. COMPENSATION. Consultant shall be paid by the City for the services described
in the Proposal a not to exceed fee of Two Hundred Eighty-Four Thousand Six Hundred Seventy
Dollars ($284,670, inclusive of expenses. Services performed directly by Consultant shall be paid at
an hourly rate in accordance with the Proposal, subject to the not to exceed fee. The not to exceed
fees and expenses shall not be adjusted if the estimated hours to perform a task, the number of
required meetings, or any other estimate or assumption is exceeded. Consultant shall bill the City
as the work progresses. Payment shall be made by the City within thirty-five (35) days of receipt
of an invoice.
4. DOCUMENT OWNERSHIP. All reports, plans, models, diagrams, analyses, and
information generated in connection with performance of this Agreement shall be the property of
the City. The City may use the information for its purposes.
134
2
PROFESSIONAL SERVICES AGREEMENT_Chanhassen-ISG_26-02 Lake Dr E Rehab
5. CHANGE ORDERS. All change orders, regardless of amount, must be approved
in advance and in writing by the City. No payment will be due or made for work done in advance
of such approval.
6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services
hereunder, Consultant shall abide by all statutes, ordinances, rules and regulations pertaining to the
provisions of services to be provided.
7. STANDARD OF CARE. Consultant shall exercise the same degree of care, skill,
and diligence in the performance of the services as is ordinarily possessed and exercised by a
professional consultant under similar circumstances. No other warranty, expressed or implied, is
included in this Agreement. City shall not be responsible for discovering deficiencies in the
accuracy of Consultant’s services.
8. INDEMNIFICATION. Consultant shall indemnify and hold harmless the City, its
officers, agents, and employees, of and from any and all claims, demands, actions, causes of action,
including costs and attorney's fees, arising out of or by reason of the execution or performance of the
services provided for herein and further agrees to defend, except in professional liability claims, at its
sole cost and expense any action or proceeding commenced for the purpose of asserting any claim of
whatsoever character arising hereunder.
9. INSURANCE. Consultant shall secure and maintain such insurance as will protect
Consultant from claims under the Worker’s Compensation Acts, automobile liability, and from claims
for bodily injury, death, or property damage which may arise from the performance of services under
this Agreement. Such insurance shall be written for amounts not less than:
Commercial General Liability $2,000,000 each occurrence/aggregate
Automobile Liability $2,000,000 combined single limit
Professional Liability $2,000,000 each occurrence/aggregate
The City shall be named as an additional insured on the general liability policy on a primary and non-
contributory basis. Before commencing work, the Consultant shall provide the City a certificate of
insurance evidencing the required insurance coverage in a form acceptable to City.
10. INDEPENDENT CONTRACTOR. The City hereby retains Consultant as an
independent contractor upon the terms and conditions set forth in this Agreement. Consultant is not
an employee of the City and is free to contract with other entities as provided herein. Consultant shall
be responsible for selecting the means and methods of performing the work. Consultant shall furnish
any and all supplies, equipment, and incidentals necessary for Consultant’s performance under this
Agreement. City and Consultant agree that Consultant shall not at any time or in any manner represent
that Consultant or any of Consultant's agents or employees are in any manner agents or employees of
the City. Consultant shall be exclusively responsible under this Agreement for Consultant’s own
FICA payments, workers compensation payments, unemployment compensation payments,
135
3
PROFESSIONAL SERVICES AGREEMENT_Chanhassen-ISG_26-02 Lake Dr E Rehab
withholding amounts, and/or self-employment taxes if any such payments, amounts, or taxes are
required to be paid by law or regulation.
11. SUBCONTRACTORS. Consultant shall not enter into subcontracts for services
provided under this Agreement without the express written consent of the City. Consultant shall
comply with Minnesota Statutes § 471.425. Consultant must pay subcontractors for all undisputed
services provided by subcontractors within ten (10) days of Consultant’s receipt of payment from
City. Consultant must pay interest of one and five-tenths percent (1.5%) per month or any part of
a month to subcontractors on any undisputed amount not paid on time to subcontractors. The
minimum monthly interest penalty payment for an unpaid balance of One Hundred Dollars
($100.00) or more is Ten Dollars ($10.00).
12. CONTROLLING LAW/VENUE. This Agreement shall be governed by and
construed in accordance with the laws of the State of Minnesota. In the event of litigation, the
exclusive venue shall be in the District Court of the State of Minnesota for Carver County
Minnesota.
13. MINNESOTA GOVERNMENT DATA PRACTICES ACT. Consultant must
comply with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as it
applies to (1) all data provided by the City pursuant to this Agreement, and (2) all data, created,
collected, received, stored, used, maintained, or disseminated by Consultant pursuant to this
Agreement. Consultant is subject to all the provisions of the Minnesota Government Data Practices
Act, including but not limited to the civil remedies of Minnesota Statutes Section 13.08, as if it were
a government entity. In the event Consultant receives a request to release data, Consultant must
immediately notify City. City will give Consultant instructions concerning the release of the data to
the requesting party before the data is released. Consultant agrees to defend, indemnify, and hold
City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from
Consultant’s officers’, agents’, city’s, partners’, employees’, volunteers’, assignees’ or
subcontractors’ unlawful disclosure and/or use of protected data. The terms of this paragraph shall
survive the cancellation or termination of this Agreement.
14. COPYRIGHT. Consultant shall defend actions or claims charging infringement
of any copyright or software license by reason of the use or adoption of any software, designs,
drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage
resulting therefrom.
15. PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contract
requires, or the Consultant desires, the use of any design, devise, material or process covered by
letters, patent or copyright, trademark or trade name, the Consultant shall provide for such use by
suitable legal agreement with the patentee or owner and a copy of said agreement shall be filed
with the City. If no such agreement is made or filed as noted, the Consultant shall indemnify and
hold harmless the City from any and all claims for infringement by reason of the use of any such
patented designed, device, material or process, or any trademark or trade name or copyright in
connection with the services agreed to be performed under the Contract, and shall indemnify and
136
4
PROFESSIONAL SERVICES AGREEMENT_Chanhassen-ISG_26-02 Lake Dr E Rehab
defend the City for any costs, liability, expenses and attorney's fees that result from any such
infringement.
16. RECORDS. Consultant shall maintain complete and accurate records of hours
worked and expenses involved in the performance of services.
17. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising
herein, without the written consent of the other party.
18. WAIVER. Any waiver by either party of a breach of any provisions of this
Agreement shall not affect, in any respect, the validity of the remainder of this Agreement.
19. ENTIRE AGREEMENT. The entire agreement of the parties is contained herein.
This Agreement supersedes all oral agreements and negotiations between the parties relating to the
subject matter hereof, as well as any previous agreements presently in effect between the parties
relating to the subject matter hereof. Any alterations, amendments, deletions, or waivers of the
provisions of this Agreement shall be valid only when expressed in writing and duly signed by the
parties, unless otherwise provided herein.
20. TERMINATION. This Agreement may be terminated by the City for any reason
or for convenience upon written notice to the Consultant. In the event of termination, the City shall
be obligated to the Consultant for payment of amounts due and owing including payment for
services performed or furnished to the date and time of termination.
Dated: ______________, 2025. CITY OF CHANHASSEN
BY: _____________________________________________
Elise Ryan, Mayor
BY: _____________________________________________
Laurie Hokkanen, City Manager
Dated: _______________, 2025. I & S GROUP, INC.
BY: _____________________________________________
Its
137
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Date Created: 10/23/2024
Document Path: K:\Departments\Engineering\CIP\2025-2029\CIP_5Year_2025-2029.aprxCreated By: City of Chanhassen - Engineering Department µ0 3,000
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Mill & Overlay
Full Depth Reclamation
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138
City Council Item
June 23, 2025
Item Approve an Encroachment Agreement between the City of Chanhassen and the
property owner at 9101 River Rock Drive North
File No.N/A Item No: D.11
Agenda Section CONSENT AGENDA
Prepared By Stacy Osen, Administrative Support Specialist
Reviewed By Charlie Howley
SUGGESTED ACTION
"The Chanhassen City Council approves an Encroachment Agreement allowing the property owner
to construct a fence located within a public drainage and utility easement."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
N/A
BACKGROUND
The property owners of 9101 River Rock Drive North (Sudhakar Jagarkal and Ann Jagarkal) desire to
construct a fence located within an existing public drainage and utility easement that has an active
storm sewer pipe. The property is legally described as Lot 2, Block 2, The Preserve At The Bluff Creek
5th Addition.
DISCUSSION
The attached EA was drafted by the City Attorney's office and is signed by the property owner. Upon
city approval and execution, the EA will be recorded against the property.
139
BUDGET
N/A
RECOMMENDATION
Staff recommends City Council approve the Encroachment Agreement.
ATTACHMENTS
9101 River Rock Drive North -EA 6.23.25
140
ENCROACHMENT AGREEMENT
AGREEMENT made this day of 2025, by and between the
CITY OF CHANHASSEN, a Minnesota municipal corporation ("City"), and SUDHAKAR
JAGARKAL and ANN JAGARKAL, husband and wife, ("Owners").
1. BACKGROUND. Owners are the fee owners of certain real property located in
the City of Chanhassen, County of Carver, State of Minnesota, legally described as follows:
Parcel ID No. 25.6510060
LOt2, BIOCK z,THE PRESERVE AT THE BLUFF CREEK 5TH ADDITION.
having a street address of 910l River Rock Drive North, Chanhassen, Minnesota 55317 ("Subject
Property"). The City owns an easement for public drainage and utility purposes over portions of
the Subject Property ("Easement Areas"). Owners desire to construct a fence on the Subject
Property that encroaches on the City's Easement Areas as depicted on the attached Exhibit "A"
(consisting of two pages) ("lmprovement").
2. ENCROACHMENT AUTHORIZATION. The City hereby approves the
encroachment in its Easement Areas on the Subject Property of the Improvement conditioned upon
removable fence panels in areas where the fence encroaches on existing utilities and/or installation
I236400v I
(reserved for recording informatio n)
141
installation of gates having a clear span the width of the easement for City access to its easement
areas. Further conditions of encroachment approval are as follows:
. The Improvement must adhere with City Code Section 20-1019 which establishes
location requirements related to fences.
. The Improvement shall be placed on the Subject Property and must not cross the
property lines.
. The City shall have no responsibility to maintain the Improvement located in the
Easement Areas.
o Owners must maintain the Improvement located on the Subject Property.
o Owners are fully responsible and liable for any and all damage caused to the
Improvement.
o The Improvement must remain a minimum distance of five (5') feet from the outside
edge of all drainage and utility structures (or 7.5' from the center of the manhole
structure) and a minimum of two (2') feet from the outside edge of all storm sewer
piping (or 3'from the center of the 15" Reinforced Concrete Pipe) as indicated on
Exhibit A. Pipe location will be verified during final inspection of the fencing.
. The Improvement must be offset from existing structure and piping as depicted in
Exhibit A.
. The Improvement may be installed within l" of the property line, as long as it meets
pipe offset detail.
Further, Owners agree that the Improvement shall be or are constructed consistent with
all applicable federal, state and local laws and regulations.
3. HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to
encroach in the Easement Areas, Owners, for themselves, their heirs, successors and assigns,
hereby agree to indemnify and hold the City harmless from any damage caused to the Subject
Property, including the Improvement and removal of Improvements or portions thereof in the
Easement Areas, caused in whole or in part by the encroachment into the Easement Areas.
4. TERMINATION OF AGREEMENT. The City may terminate this Agreement
at any time if it is deemed reasonably necessary and that termination determination will be made
at the sole discretion of the City. Prior to termination, the City will give the then owners of the
Subject Property thirty (30) days advance written notice, except that no notice period will be
required in the case of an emergency condition as determined solely by the City and this
2236400v1
142
Agreement may then be terminated immediately. The property owners shall remove that portion
of the Improvement to the extent the Improvement impacts the Easement Areas to the effective
date of the termination of this Agreement. If the owners fail to do so, the City may remove the
Improvement to the extent the Improvement impacts the Easement Areas and charge the cost of
removal back to the owners for reimbursement.
5. RECORDING. This Agreement shall run with the land and shall be recorded
against the title to the Subject Property.
CITY OF CHAIIHASSEN
By
(sEAL)Elise Ryan, Mayor
And
Laurie Hokkanen, City Manager
STATE OF MINNESOTA )
)ss.
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this day of
2025,by Elise Ryan and by Laurie Hokkanen, respectively the Mayor
and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of
the corporation and pursuant to the authority granted by its City Council.
Notary Public
J236400v1
143
PROPERTY OWNERS:
Sudhakar lagarkal
Ann Jagarkal
STATE OF MINNESOTA
COUNTY gP (uvu
couNTY oe c ^*^r.-. ]tt'
)
)ss.
)
The foregoing instrument was acknowledged before me this I tr day of
lr€1f'-,2025, by Sudhakar Jagarkal,to Ann Jagarkal
lc
STATE OF MINNESOTA
The foregoing instrument was acknowledged before me this lY day of
2025,by Ann Jagarkal, spouse to Jagarkal.
KATLYN M. VOGT
Notary Public-Minnesota
My Commissbn Expires J8n. 31, 2029
N
DRAFTED BY:
CAMPBELL KNUTSON,
Pr ofes s io n o I A s s o c i ati o n
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
Telephone: (651 ) 452-5000
AMP/mew
4
KATLYN M. VOGT
Notary Public-Minnesota
Uy Co.ilr$sk o Erpiio3 Jan. 31,
236400v1
144
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6236400v1
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146
City Council Item
June 23, 2025
Item
Approve an Encroachment Agreement and Access Easement and Parking
Agreement between the City of Chanhassen and the property owner at 225 79th
Street West
File No.N/A Item No: D.12
Agenda Section CONSENT AGENDA
Prepared By Stacy Osen, Administrative Support Specialist
Reviewed By Charlie Howley
SUGGESTED ACTION
"The Chanhassen City Council approves an Encroachment Agreement and Access Easement and
Parking Agreement allowing the property owner shared use of a Drive Aisle and Parking Area."
Motion Type Simple Majority Vote of members present
Strategic
Priority Operational Excellence
SUMMARY
N/A
BACKGROUND
The property owners of 225 79th Street West (Chanhassen Auto Holdings LLC) desire to document the
existing shared use of a parking area located within a city-owned property. And, since the city also
utilizes the parking area from time to time, an access easement on the privately owned parcel to the
benefit of the city was also prepared.
The properties are legally described as Lot 3, Block 1, Gateway East (Parcel 1-privately owned) and
Outlot A, Gateway East 2nd Addition (Parcel 2-city owned).
147
DISCUSSION
The attached EA and Access Agreement were drafted by the City Attorney's office and is signed by the
property owner. Upon city approval and execution, the EA and Agreement will be recorded against the
property.
BUDGET
N/A
RECOMMENDATION
Staff recommends City Council approve the Encroachment Agreement and Access Easement and
Parking Agreement.
ATTACHMENTS
225 79th Street West- EA 6.23.25
Easement and Parking Agreement
148
(r e s erv e d for r e c or ding infor nta I i o n)
ENCROACHMENT AGREBMENT
This ENCROACHMENT AGREEMENT (the "Agreement") made this day
of 2025,by and between the CITY OF CHANHASSEN, a Minnesota municipal
corporation ("City"), and CHANHASSEN AUTO HOLDINGS LLC, a Minnesota limited
liability company ("Owner").
1. BACKGROUND. Owner is the fee owner of certain real property located at225
W. 79rh Street in the City of Chanhassen, County of Carver, State of Minnesota, legally described
as follows:
Lot 3, Block 1, Gateway East, according to the recorded plat thereof.
PID:25-2870030
said land being the ("Subject Property"). The City owns easements for right of way
purposes abutting the Subject Property, which is identified as West 79tl' Street ("City ROW").
Additionally, the City is the holder of a drainage and utility easement over ceftain portions of the
Subject Property, as shown and dedicated in the plat of Gateway Addition ("D&U Easement"). A
porlion of the nofthwesterly corner of the building located on the Subject Property encroaches into
the D&U Easement and City ROW (the "Encroachment"). The building does not encroach in
such a way as to interfere with the current location of the underground utilities in the D&U
Easement or City ROW or use of the right of way fol roadway purposes. A depiction and legal
description of the Encroachment is contained on the attached Exhibit A. Owner desires to keep the
building on the Subject Property which encroaches into the D&U Easement and City ROW as
depicted on the attached Exhibit A and the City is agreeable to pern-ritting the Encroachment, in
accordance with the terms herein.
236304v1
149
2. BNCROACHMENT AUTHORIZATION. The City agrees that the Owner may
utilize the D&U Easement and City ROW for the Encroachment on condition that the Owner
executes this Agreement. The Encroachment is subject to the following conditions:
A. The Owner may continue to maintain the Encroachment as it currently exists at the
date of this Agreement.
B. The permission granted by the City in this Agreement is limited exclusively to the
Encroachment in the D&U Easement City ROW, as depicted in Exhibit A of this Agreement, and
no additional improvements may be constructed or installed by the Owner within the D&U
Easement or the City ROW.
C. This Agreement shall not prevent or impair the future use of the D&U Easement or
City ROW by the City or any other entity entitled by law to so use the D&U Easement or City
ROW.
D. The Owner shall be solely responsible for the maintenance of the Encroachment
and shall be entitled to maintain and repair the Encroachment as needed, so long as such
maintenance and repair does not interfere with the City's use of the D&U Easement or City ROW
and shall not expand the Encroachment so that it is further encroaching into the D&U Easement
or City ROW.
E. If the building on the Subject Property is destroyed to the extent that it must be
removed and reconstructed, the Owner shall not be required to remove the Encroachment and may
reconstruct the building in or over the D&U Easement or City ROW in the same footprint as the
building exists as of the date of this Agreement.
F. If the Encroachment is voluntarily removed by the Owner, any new improvements
must be constructed on the Subject Property so that they are not within the D&U Easement or City
ROW, and otherwise in compliance with all local ordinances.
3. HOLD HARMLESS AND INDEMNITY The Owner, its successors and assigns shall
indemnify, hold harmless, and defend the City, its officials, employees, contractors and agents,
from and against any and all claims, losses, proceedings, damages, callses of action, liability, costs
or expenses (including reasonable attorneys' fees), arising fiom or in connection with or caused
by any act, omission or negligence of the Owner, their contractors, licensees, invitees, agents,
servants or employees in connection with the Owner's use, repair or maintenance of the
Encroachment within the D&U Easement and City ROW.
4. LIBNS. The Owner agrees not to suffer or allow any liens, claims, or processes to be
placed against the City's rights to or interest in the D&U Easement or City ROW as a result of the
Owner's use of the D&U Easement or City ROW, including, without limitation, any liens for labor
or materials provided for the repair or maintenance of the Encroachment.
236304v I
150
5. NO WAIVER. Nothing contained in this Agreement shall be deerned a waiver by the City
of any governmental immunity defenses, statutory or otherwise. Any claims shall be subject to the
City's governmental immunity defenses and the maximum liability limits provided in Minnesota
Statutes, Chapter 466, if applicable.
6. BINDING; RECORING. This Agreement shall run with the Subject Property and shall
inure to the benefit of and be binding upon the parties to this Agreement and their lespective
successors and assigns. This Agreement shall be recorded against the title to the Subject Property.
7. GOVERNING LAWS. This Agreement shall be governed by and construed and enfolced
in accordance with the laws of Minnesota.
8. ENTIRE AGREEMENT. This Agreement constitutes the entire agreement between the
parties and any prior understandings or representation of any kind preceding the date of this
Agreement shall not be binding upon either party except to the extent incorporated in this
Agreement.
9. MODIFICATIONS. Any modification to this Agreement shall be binding only if
evidenced in writing signed by both parties.
10. PERMISSIVE USE. The Owner agrees that its use of the D&U Easement and City ROW
as it relates to the Encroachment, and not for the intended uses of the D&U Easement or City Row,
is with the City's permission and is not open, continuous, notorious, or any other manner
supporlive of a claim of adverse possess, prescriptive easement, abandonment, or'other entitlement
to the D&U Easement or City ROW. This Agreement is not a lease or easement and does not
confer any estate or interest in real property to the Owners by the City beyond what is specifically
recited herein.
ISIGNATURE PAGES TO FOLLOWJ
236304v I
151
CITY OF CHANHASSEN
By
(sEAL)Elise Ryan, Mayor
And
Laurie Hokkanen, City Manager
STATE OF MINNESOTA
cor-rNTY oF CARVER )
The foregoing instrument was acknowledged before me this day of
2025, by Elise Ryan and by Laurie Hokkanen, rcspectively the Mayor
and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of
the corporation and pursuant to the authority granted by its City Council.
Notary Public
)
)ss.
)36304v1
152
OWNER:
Chanhassen Auto Holdings LLC,
a Minnesota limited liability pany
N Ditzer
Its
By
STATE OF MINNESOTA )
)ss.
)Korrt*uCOUNTY OF
S.The foregoing instrument was acknowledged before me this n day of
4Q-2025, by Benjamin Ditzer, the Manager of Chanhassen Auto Holdings
LLC, a Minnesota limited liability company
N
DRAFTED BY:
Caupnnll KNutsot,l,
P r ofe s s io n a I A s s o c iatio n
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
Telephone: (65 1 ) 452-5000
AMP
JEFFREY M CHRISTIAN
l{otary Pubtic
Minnesota
31CommissionExpires:
236304v1
153
EXHIBIT A
Legal Description and Depiction of Encroachment
236304v I
154
SKETCH & DESCRIPTION
ENCROACHMENT AREA
PROJECT ADDRESS
225 79Ih Street W
Chanhassen. MN 55317
PROJECT NAME
Browns Automotive
AMERICAN NATIONAL
PROJECT NUMBER:
20251020
SCALE:1" = 30'
DATE 611612025
DRAWN BY:CRM
APPROVED BY:
BUILDING ENCROACHMENT AREA
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LEGAL DESCRIPTION OF BUI LDING ENCROACHMENT AREA
That part of West 79th Street as platted and dedicated on GATEWAY EAST. as of public record Carver County, Minnesota, lying southerly and easlerly of
the following described line:
- Said iine beginning at a point on the North line of Lot 3, Block 1, GATEWAY EAST, 141.78 feet southwesterly of the northeast corner of said Lot 3. as
measured along the nonherly line there of:
- thence North 89 degrees 55 minutes 45 seconds West. the East line of said Lot 3 is assumed to have a bearing of South 00 degrees 01 minutes 00
seconds West. a distance of 49.58 feet, said line is known as Line "A":
- thenceSouth00degrees02minutes25secondsEast, l6.llfeet,tothesaidNorthlineofLot3.saidlineisknownasLint"B"andsaidlinethere
terminating.
AND ALSO
That part of drainage & utility easement over the northerly 10 feet of Lot 3, Block '1, GATEWAY EAST. as of public record Caruer County. l\,4innesota. Iying
southwesterly of the easterly extension of the above described Line "A" and lying northeasterly of the southerly extension of above described Line "B".
North
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Office (32O)231-2844 Fox (320) 231 2827
EMAIL: CHUcKM@BR55URVEY5.COM
Job No. 13-116-23 JMS )
155
ACCESS EASEMENT AND PARKING AGREEMENT
THIS ACCESS EASEMENT AND PARKING AGREEMENT ("Agreement") is made
effective as of June _, 2025 (the "Effective Date"), by and between Chanhassen Auto
Holdings LLC, a Minnesota lin-rited liability company ("CAH") and the City of Chanhassen, a
Minnesota municipal corporation (the "City").
WITNESSETH
WHEREAS, CAH is the fee simple owner of certain real property legally described as
Lot 3, Block 1, Gateway East, according to the recorded plat thereof, Carver County, Minnesota
("Parcel 1").
WHEREAS, the City is the fee simple owner of cerlain real property legal described as
Outlot A, Gateway East 2"d Addition, according to the recorded plat thereof, Carver County,
Minnesota ("Parcel 2"),
WHEREAS, Parcel 1 and Parcel2 may hereafter individually be referred to as a "Parcel"
or collectively as the "Parcels," and any reference hereafter to an "Owner" shall mean the then-
current owner of the fee simple interest in Parcel 1 or Parcel 2, as the case may be; and
WHEREAS, there exists on Parcel 1 a driveway entrance to West 79th Street and a drive
aisle along and adjacent to the boundaly line between Parcel 1 and Parcel 2 (the "Drive Aisle"),
and CAH wishes to provide for the shared use of such Drive Aisle between the Parcels; and
WHEREAS, a parking alea exists on Parcel 2, which is used in part by CAH, its users,
occupants and guests, as well as by the City (the "Parking Area"); and
WHEREAS, CAH and the City desire to establish an easement fol ingress and egress
thlough, on and over the Drive Aisle, and to establish and document an agreement between the
City and CAH to permit CAH and its users and occupant to utilize the Parking Area, in
accordance with the terms and conditions of this Agreement.
NOW, THEREFORE, CAH and the City hereby agree and covenant as follows
-t-
156
1. Recitals. The above recitals shall constitute an integral part of this Declaration.
2. Drive Aisle Easement Area. The "Easement Area" shall be defined as the area
that is described and depicted on Exhibit A attached hereto
3. Grant of Drive Aisle Easement. CAH hereby declares, grants, conveys and quit
claims, forthe benefit of Parcel 2,Parcel2 Owner, and its tenants and theirrespective successors,
heirs and assigns, ernployees, agents, and other invitees, a nonexclusive, perpetual vehicular
access easement for ingress and egress on, over and across the portion of the Easement Area
located on Parcel I (as shown on Exhibit A
4. Continuous Access. The Owners shall not do or permit anything on or to the
Easement Area which may materially impede, limit or restrict the other Owner's use thereof for
the purposes set forth herein, other than temporary periods for repair or construction purposes.
All maintenance and repair work done within the Easement Area shall be performed in such a
manner so as to cause as little interference as reasonably possible with the continuing use thereof
for the purposes set forth herein, in light of the maintenance and repair work being done.
5. Maintenance of the Easement Area. The Parcel 1 Owner shall be responsible for
all repair, replacement, snow removal, and other maintenance to the Easement Area. If the Parcel
1 Owner fails to perform its obligations under this Section 5 within thirty (30) days after written
notice from the Parcel 2 Owner (or forty-eight hours after written notice from the Parcel2 Owner in
the case of snow removal), then the Parcel 2 Owner may, but shall not be obligated to, perform the
obligations of the Parcel i Owner. The Parcel 1 Owner shall reimburse the Parcel 2 Owner who
performed such obligations on its behalf for all expenses it incured in performing such obligations.
Reimbursement for such expenses shall be made within ten (10) business days after the Parcel 2
Owner submits proof of said expenses to the Parcel I Owner, and any expenses not reimbursed
within ten (10) business days shall accrue interest atarate of five percent (5%) annually thereafter
until paid.
6. Parkine Area. The "Par king Area" shall be defined as the area that is described
and depicted on Exhi R attached liereto
7. Grant of Parking License. The City hereby grants and conveys to the benefit of
Parcel 1, the Parcel 1 Owner, and its tenants and their respective successors, heirs and assigns,
employees, agents, and other invitees a non-exclusive license for purposes of parking (the
"Parking License") in the Parking Area located on Parcel 2, depicted on Exhibit B, subject to
that certain palking spot designated as 'oexclusive", which said spot shall be exclusively for the
use of the City (the "Exclusive Parking"). The Parcel 1 Owner, its tenants, and theirrespective
successors, heirs, and assigns, employees, agents and other invitees shall not be permitted to use
the Exclusive Parking. The Parking License shall be perpetual in nature, but shall be revocable
by the Parcel 2 Owner at any time, by giving not less than sixty (60) days written notice to the
Parcel 1 Owner and recording a docurnent with the Carver County Recorder's Office,
documenting the termination of said Parking License. Further, said Parking License shall include
the right of the Parcel 1 Owner to access Parcel 2 for purposes of rnaintaining the Parking Area,
in accordance with paraglaph 8 below.
.)
157
8. Maintenance of Parking Area. The Parcel 1 Owner shall be responsible for all
repair, replacement, snow removal, and other maintenance of the Parking Area. If the Parcel 1
Owner fails to perfor"m its obligations under this Section 8 within thirty (30) days after written
notice fiom the Parcel 2 Owner (or forty-eight houls after written notice from the Parcel 2 Owner in
the case of snow removal), then the Parcel 2 Ownel may, but shall not be obligated to, perform the
obligations of the Parcel I Owner. The Parcel I Owner shall reirnburse the Parcel 2 Owner who
performed such obligations on its behalf for all expenses it incuned in performing such obligations.
Reimbursement for such expenses shall be made within ten (10) business days after the Parcel 2
Owner submits ploof of said expenses to the Parcel 1 Owner, and any expenses not reimbursed
within ten ( I 0) business days shall accrue interest al a rale of five percent (5 %) annually thereafter.
9. Indemnity
a. Parcel 1 Indernnit)'. The Parcel 1 Owner shall indemni$', defend and hold
harmless the Parcel 2 Owner from and against any and all claims, demands,
losses, darnages, costs and expenses (including but not limited to court costs,
penalties and reasonable attorneys' fees), judgments, liabilities and causes of
action of any nature whatsoever resulting from or relating to the use or occupancy
of the Easement Area by the Parcel 1 Owner, its assigns or licensees, or arising in
any manner out of the acts or omissions of the Parcel 1 Owner or its agents or
employees or any other persons acting under Parcel 1 Owner's direction or
control in connection with the Easement Area, Parking Area or Parking License
granted herein.
b. Parcel 2 Indemnity. The Parcel 2 Owner shall indemni$, defend and hold
harmless the Parcel 1 Owner from and against any and all claims, demands,
losses, damages, costs and expenses (including but not limited to coutt costs,
penalties and reasonable attorneys' fees), judgments, liabilities and causes of
action of any nature whatsoever resulting from or relating to the use or occupancy
of the Easement Area by the Parcel 2 Owner, its assigns or licensees, or arising in
any manner out of the acts ol omissions of the Parcel 2 Owner or its agents or
employees or any other persons acting under Parcel 2 Owner's direction or
control in connection with the Easement Area, Parking Area or Parking License
granted herein.
10. Enforcement. Without limiting any other provision of this Agreement, if an Owner
breaches, defaults or fails to perform any of its obligations set forth in this Agleement and fails to
conect or cure such breach, default or non-perforrnance within thirty (30) days after wdtten notice
of such default by any other Owner (or such shofter cule period as may be provided in this
Agreement), then such breach, default or non-perfonnance shall constitute an "Event of Default"
hereunder. In addition to any other rernedies set forth in this Agreement, an Event of Default may be
enforced by either Owner by legal or equitable action (including specific performance and lien
rights) in the courls of Carver County, Minnesota. In the event an action is commenced, the
prevailing parly (as detelmined by the Courl) shall be entitled to recover costs and expenses
incumed in such action, including reasonable attorneys' fees (as determined by the Courl), fiom the
-3-
158
non-prevailing party. An Owner shall have the right to assign its enforcement rights heleunder to a
Permittee on its Parcel.
I l. Impositions. Each Owner shall pay, at its cost prior to delinquency, all real estate
taxes, assessments, and other govemmental charges assessed upon such Owner's Palcel or
otherwise related to the ownership of such Parcel, which may be due and payable as a lien upon
such Parcel or any part thereof; provided that nothing herein shall prevent any Owner from
appealing or challenging any such lien or the amount thereof in accordance with all laws.
12. No Contribution. Except as otherwise expressly set forth in this Agreement, no
Owner shall have the right to seek contribution from another Owner for any costs incured by
such first Owner in connection with this Agreement.
13. EasementstoRunwithLand. The easements and the rights and obligations herein
contained shall attach to, bind and run with the land and shall inure to the benefit of and be binding
upon the undersigned and subsequent Owners of Parcel 1 and Parcel 2, and as they may provide,
their respective tenants and their respective successors, heirs and assigns, employees, agents, and
other invitees, but nothing herein contained shall be deemed to create any easement rights in the
public, or for the benefit of any property other than Parcel 1 and Parcel 2.
14. Notice. To be effective, any notice, consent, or other communication required or
permitted under this Agreement must be in writing. A notice or other communication shall be
deemed to have been given to an Owner, and shall be effective, (i) if delivered by hand, when
physically received by an officer of such Owner, or other person authorized by the party to
receive notice, or upon refusal to accept delivery, or (ii) if delivered by an overnight delivery
service or by mail, on the date such notice or other communication is deposited with the
overnight delivery service or deposited in the U.S. mail postage prepaid addressed to the other
pafty, to the last known address for the then-current Owner of the Parcel.
15.
Minnesota.
Construction. This Agreement shall be construed under the laws of the State of
16. Bindins Effect. This Agreement sets forth the entire understanding with respect
to the terms, covenants, conditions and standards pursuant to which obligations are to be judged
and performance measured. The terms of this Agreement and all easements granted hereunder
constitute covenants running with the land, bind the Parcels described herein and inure to the
benefit of and bind each Owner.
11. Amendments. Any modification, amendment or termination of this Agreement
must be approved or consented to by the Parcel I Owner and Parcel 2 Owner and must be in
writing.
ISIGNATURE PAGES TO FOLLOWJ
-4-
159
IN WITNESS WHEREOF, tlie undersigned, being Declarant herein, has
caused this Access Easement and Parking Agreement to be executed on the day and year first
written herein.
CITY:
City of Chanhassen,
a Minnesota municipal corporation
By
(sEAL)Elise Ryan, Mayor
And
Laurie Hokkanen, City Manager
STATE OF MINNESOTA )
)ss
COUNTY OF CARVER )
The foregoing instrument was acknowledged before me this day of
2025, by Elise Ryan and by Laurie Hokkanen, respectively the Mayor
and City Manager of the City of Chanhassen, a Minnesota municipal corporation, on behalf of
the corporation and pursuant to the authority granted by its City Council.
Notary Public
-5
160
CAH:
Chanhassen Auto Holdings LLC,
a Minnesota
By,
Name
Its:
STATE OF MINNESOTA)
COUNTY OP (E &)ss
)
ftn The foregoing instrument was acknowledged before me this 11 day of
2025, by Benjamin Ditzer, the Manager of Chanhassen Auto Holdings LLC, a
Minnesota limited liability company, on behalf of said limited liability company.
lSEALl
My Commission Expires
THIS INSTRUMENT WAS DRAFTED BY:
Barna, Guzy & Steffen, Ltd.
200 Coon Rapids Blvd. NW, Suite 400
Coon Rapids, MN 55433
(763) 780-8500 (AKG)
N
JEFFREY M CHRISTIAI{
llohry Puhlh
ilinn$ota
Commission 31
-6
161
EXHIBIT A
Depiction and Legal Description of Easement Area
1-
162
SKETCH & DESCRIPTION
ACCESS EASEMENT
PROJECT ADDRESS:
225 7glh Street W
Chanh MN 553't7
PROJECT NAME:
Browns Automotive
AMERICAN
PROJECT NUMBER
20251020
SCALE:1" = 40'
DATE 611612025
DRAWN BY:CRM
APPROVED BY:JMS
ACCESS EASEMENT
Srres
t.o ACCESS EASEMENT
t{fitlr Access Easement:
A vehicular access easement for ingress and egress over and across that part
of the East 34.00 feet of Lot 3. Block 1. GATEWAY EAST, as of public record
Carver County, Minnesota, EXCEPTING THEREFROM the south 8.00 feet
thereof.
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EMAJL: cHUcKM@BRSSURVEYS.COM
Job No. 13-116-23
0'
Sheet 1 of
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163
EXHIBIT B
Depiction and Legal Description of Parking Area
B-
164
SKETCH & DESCRIPTION
PARKING AREA
PROJECT ADDRESS
225 79lh Street W
Chanhassen, MN 553'1 7
PROJECT NAME
Browns Automotive
AMERICAN NATIONAL
PROJECT NUMBER:
20251020
SCALE 1" =40'
DATE:611612025
DRAWN BY CRM
APPROVED BY:
PARKING AREA
Sweet
rd PARKING AREA
'f'JJ9th
Parking Area:
That part of Outlot A. GATEWAY EAST 2ND ADDITION, as of public record
Carver County. Minnesota. EXCEPTING THEREFROM the Soulh 8.00 feet
and lhe North 7.00 feet thereof.
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CONSENT OF MORTGAGEE TO
ACCESS EASEMENT AND PARKING AGREBMENT
American National Bank, a national banking association ("Mortgagee"), ut owner and
holder of that certain Mortgage executed by Chanhassen Auto Holdings LLC, a Minnesota
limited liability company ("Mortgaqor"), dated June _, 2025, recorded 2025, as
Document No. _ in the Office of the Recorder for Carver County, Minnesota (the
"Mor{gage"), hereby consents and agrees to the recording of the Access Easement and Palking
Agreement, of which this consent is attached to, to be recorded in the office of the Recorder of
Carver County, Minnesota (the "Agreement"). Mortgagee further agrees that the Mortgage and
the Mortgagee's interest in the property described in the Mortgage is subject to and subordinate
to the Agreement, the same as if the Agreement had been filed of record prior to the Mortgage,
and that the Agreement shall remain in full force and effect in the event of Mortgagee's
foreclosure of the Mortgage.
lSignature P age Follovtsl
166
MORTGAGEE:
AMERICAN NATIONAL BANK,
a national banking association
By:
Name:
Title:
STATE OF MINNESOTA
COI,INTY OF
2025, by
Bank, a national banking association, on its behalf.
THIS INSTRUMENT WAS DRAFTED BY:
Barna, Guzy & Steffen, Ltd.
400 Northtown Finan cial Plaza
200 Coon Rapids Blvd. NW.
Minneapolis, MN 55433 (AKG)
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The foregoing instrument was acknowledged before me this _ day of
the of American National
Notary Public
167
City Council Item
June 23, 2025
Item
Resolution 2025-XX: Authorizing Continued Participation in the Office of
State Auditor (OSA) Performance Measurement Program
File No.Item No: D.13
Agenda Section CONSENT AGENDA
Prepared By Kelly Grinnell, Finance Director
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council adopts a resolution authorizing continued participation in the OSA
Performance Measurement Program."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
The Office of the State Auditor and the Minnesota Council on Local Results and Innovation have
developed a voluntary comprehensive performance measurement program as established in Minnesota
Statute Section 6.91. There are benefits to the city for participation, including exemption from property
tax levy limits (if they are in effect) and a reimbursement of $.14 per capita, which would result in an
annual reimbursement of approximately $3,600.
The city participated in the program last year and received a reimbursement of $3,613.
The City Council is required to adopt and implement ten minimum performance measures (out of 29
168
choices) and report on them annually. The attached report shows the performance measures the city
adopted and compares results for 2022 through 2024. The city is currently reporting on 17 of the 29
items and will add items when possible.
Staff recommends the City Council adopt the resolution authorizing participation in the Performance
Measures Program.
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Resolution Authorizing Participating in OSA Perf Measures Program 2025
Performance Measurement Program OSA
City of Chanhassen 2022-2024 Performance Measures
169
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: June 23, 2025 RESOLUTION NO: 2025-XX
MOTION BY: SECONDED BY:
RESOLUTION AUTHORIZING THE CONTINUED PARTICIPATION IN THE
PERFORMANCE MEASUREMENT PROGRAM ESTABLISHED BY THE STATE OF
MINNESOTA AND THE COUNCIL ON LOCAL RESULTS AND INNOVATION
WHEREAS, benefits to the City of Chanhassen for participation in the Minnesota
Council on Local Results and Innovation’s comprehensive performance measurement program
are outlined in Minnesota Statute § 6.91 and include eligibility for reimbursement as set by State
statute; and
WHEREAS, a City participating in the comprehensive performance measurement
program is also exempt from levy limits for taxes, if levy limits are in effect; and
WHEREAS, the City Council of Chanhassen has adopted and implemented at least 10 of
the performance measures, as developed by the Council on Local Results and Innovation, and a
system to use this information to help plan, budget, manage, and evaluate programs and
processes for optimal future outcomes.
NOW THEREFORE LET IT BE RESOLVED THAT, the City Council of
Chanhassen will continue to report the results of the performance measures to its citizenry by the
end of the year through publication, direct mailing, posting on the city’s website, or through a
public hearing at which the budget and levy will be discussed and public input allowed.
BE IT FURTHER RESOLVED, the City Council of Chanhassen will submit to the
Office of the State Auditor the actual results of the performance measures adopted by the city.
PASSED AND ADOPTED by the Chanhassen City Council this 9th day of June, 2025.
ATTEST:
Jenny Potter, City Clerk Elise Ryan, Mayor
YES NO ABSENT
170
171
172
Performance Measures - City of Chanhassen
Category # Measure 2022 Result 2023 Result 2024 Result Notes
General 1
Rating of the overall quality of services provided by the City (survey data, provide year completed
and total responses) The City is considering whether to conduct a survey in the future
2 Percent change in the taxable property market value 16.7%3.9%2.0%From County Tax Capacity worksheets
3
Citizens' rating of the overall appearance of the City (survey data, provide year completed and
total responses) The City is considering whether to conduct a survey in the future
4 Nuisance code enforcement cases per 1,000 population
5 Number of library visits per 1,000 population
6 Bond rating
AAA - Standard &
Poors
AAA - Standard &
Poors
AAA - Standard &
Poors
7
Citizens' rating of the quality of recreational programs and facilities (survey data, provided year
completed and total responses) The City is considering whether to conduct a survey in the future
8 Accuracy of post-election audit (% of ballots counted accurately)
Police Services 9 Part I and II Crime Rates 2.80%2.00%4.68%
10 Part I and II Crime Clearance Rates 53%47%52%
11
Citizens' rating of safety in their community (survey data, provide year completed and total
responses) The City is considering whether to conduct a survey in the future
12 Average police response time 5.72 5.49 5.75
Average time it takes to respond to top priority calls from dispatch
to officer on scene
Fire & EMS Services 13 Insurance industry rating of fire services 4/4Y 4/4Y 4/4Y
2020 FRS from ISO. Scheduled again in 2025 with expectations of 3
or lower
14
Citizens' rating of the quality of fire protection services - ISO Rating (survey data, provide year
completed and total response) The City is considering whether to conduct a survey in the future
15 Average fire response time 8:40 9:56 9:15
Average time it takes from dispatch to apparatus on scene for calls
that are dispatched as a possible fire
16 Fire calls per 1,000 population 1.44 1.54 1.46 Number of calls/population X 1,000 = calls per 1,000 population
17 Number of fires with loss resulting in investigation 15 17 11
18 EMS calls per 1,000 population 28.73 33.61 29.61 Number of calls/population X 1,000 = calls per 1,000 population
19 EMS average response time 7:08 6:29 6:35 Average time it takes from dispatch for arrival of EMS
Streets 20 Average City street pavement condition rating (PCI)73.1 74.7 73.7 This is directly reported by Cartegraph, updated daily
21
Citizens' rating of the road conditions in the City (survey data, provide year completed and total
response) The City is considering whether to conduct a survey in the future
22 Expenditures for road rehabiliation per paved lane mile rehabilitated (City only roads) $ 754,352 $ 745,696 $ 2,060,600
Total cost for rehabilitation / lane miles rehabilitated-does not
include sealcoating expenses
23 Percentage of all City lane miles rehabilitated (City only roads) 4.30% 4.50% 2.04% Lanes miles rehabilitated in year / total number of lane miles
24 Average hours to complete road system during snow event 8.1 6.1 5.6
25
Citizens' rating of the quality of snowplowing on City streets (survey data, provide year
completed and total response) The City is considering whether to conduct a survey in the future
Water 26
Citizens' rating of the quality of fire protection services (survey data, provide year completed and
total response) The City is considering whether to conduct a survey in the future
27 Operating cost per 1,000,000 gallons of water pumped/produced $ 5,593 $ 4,666 $ 6,055
Actual operating expense for water utility / (total gallons pumped /
1,000,000) = cost per million - Includes depreciation
Sanitary Sewer 28
Citizens' rating of the dependability and quality of sanitary sewer service (survey data, provide
year completed and total response) The City is considering whether to conduct a survey in the future
29 Number of blockages on City system per 100 connections 0.012 None None
(Number of blockages / number of connections) X 100 = blockages
for 100 connections
173
City Council Item
June 23, 2025
Item Resolution 2025-XX: Accept a $15,000 Donation from Xfinity
File No.Item No: D.14
Agenda Section CONSENT AGENDA
Prepared By Priya Wall, Recreation Manager
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council adopts a resolution accepting a $15,000 donation from Xfinity for the
2025 4th of July Celebration Street Dance stage and fireworks sponsorship."
Motion Type Simple Majority Vote of members present
Strategic
Priority N/A
SUMMARY
BACKGROUND
The 42nd annual 4th of July Celebration will be held July 2, 3, and 4 at City Center Park and Lake Ann
Park. Xfinity has generously donated $15,000 as this year's Street Dance stage and fireworks sponsor.
In addition to financial sponsorship, Xfinity will provide logistical support and in-kind donations for a
July 1 Movie in the Park event.
DISCUSSION
BUDGET
174
RECOMMENDATION
"The Chanhassen City Council adopts a resolution accepting a $15,000 donation from Xfinity."
ATTACHMENTS
Resolution
Xfinity Sponsorship Agreement
175
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: June 23, 2025 RESOLUTION NO: 2025-XX
MOTION BY: SECONDED BY:
A RESOLUTION ACCEPTING A DONATION FROM XFINITY
BE IT RESOLVED that the Chanhassen City Council hereby accepts the $15,000
donation from Xfinity towards the 4th of July Celebration Street Dance stage and fireworks show in
2025.
BE IT FURTHER RESOLVED that city staff is hereby directed to prepare a letter to
Xfinity thanking them for their contribution.
PASSED AND ADOPTED by the Chanhassen City Council this 23rd day of June 2025.
ATTEST:
Jenny Potter, City Clerk Elise Ryan, Mayor
YES NO ABSENT
176
1
SPONSORSHIP AGREEMENT
THIS SPONSORSHIP AGREEMENT (“Agreement”) entered into as of the date of the
last signature below (the “Effective Date”), by and between the CITY OF CHANHASSEN, a
Minnesota municipal corporation (“City”), and COMCAST CABLE COMMUNICATIONS, LLC,
dba XFINITY (“Sponsor”).
WHEREAS, the City has adopted a sponsorship program pursuant (“Program”), which provides
opportunities for residents, businesses, and nonprofits to work in partnership with the City to enhance
the City’s ability to deliver parks and recreation services and programs by offsetting City costs. The
Program also provides a benefit to residents, businesses, and nonprofits by creating opportunities for
recognition and advertisement of their goods or services at City Recreation programs and events.
WHEREAS, the City is hosting its annual 4th of July Celebration July 2 – 4, 2025, including
stage entertainment programming and a fireworks display; and
WHEREAS, the Sponsor desires to support the event through a sponsorship;
NOW, THEREFORE, IN CONSIDERATION OF THEIR MUTUAL COVENANTS THE
PARTIES AGREE AS FOLLOWS:
1. Sponsorship. Sponsor agrees to provide the following.
a. Cash contribution: $15,000.00
b. In-Kind Contribution: licensing, equipment, and some logistical support for a
“Movie in the Park” event on Tuesday, July 1, 2025, and provision of movie theatre-
style candy.
These contributions shall support the costs associated with the City of Chanhassen’s
4th of July Celebration, specifically the main stage and fireworks events.
2. Sponsorship Term. This Agreement shall commence on the Effective Date and shall
continue through July 4, 2025, unless otherwise amended or terminated in accordance
with this agreement.
3. Sponsorship Benefits. In consideration of the Sponsor’s contributions, the City agrees to
provide the following recognition:
a. Branding, in the style of the event, on the large 4th of July tent, including the Sponsor
and City logo.
b. Branding, in the style of the event, above the 4th of July tent stage, including the
Sponsor and City logo.
c. Branding, in the style of the event, at the 4th of July fireworks event.
d. Opportunity for free promotional items (glow-sticks, popping candy, miniature bug
spray, etc.), branded with Sponsor logo or unbranded, to be given away to fireworks
attendees, which would be purchased by and managed by the City, if desired.
177
2
e. Opportunity for a Sponsor booth and/or Sponsor activity during the duration or a
portion of each day of the 4th of July Celebration, if desired.
f. Inclusion of the Sponsor’s name and logo on all digital promotions, including social
media and City website promotions, related to stage programming, the fireworks
display, and the Movie in the Park event.
g. Inclusion of the Sponsor’s name and logo on all print promotions, including the 4th of
July Celebration magazine publication and/or local magazine publications, related to
stage programming, the fireworks display, and the Movie in the Park event.
4. Delivery by Sponsor, Return of Goods or Displays. Sponsor will deliver the goods,
services, or financial contribution described in section 1 of this Sponsorship Agreement
on or before July 1, 2025, at 4:30 p.m. If Sponsor’s goods or display materials are not to
become City property upon the termination of this Agreement, Sponsor will pick up such
goods or display materials on or before July 2, 2025, at 11 a.m.
5. Use of Trademarks: Each party grants the other the limited, non-exclusive right to use
its name, logo, and other trademarks solely in connection with fulfilling this Agreement.
All such use shall comply with the branding guidelines provided by the respective party
and subject to prior written approval.
6. Termination. This Agreement may be terminated:
a. By either party upon material breach by the other, provided that the breaching party
fails to cure such breach within (10) days after written notice;
b. By mutual written agreement of the parties.
If terminated without cause by the Sponsor, Sponsor shall remain responsible for any
cash or in-kind contributions already agree upon.
7. Severability. If any provision, term, or condition of this Agreement is found to be or
become unenforceable or invalid, it shall not affect the remaining provisions, terms, and
conditions of this Agreement, unless such invalid or unenforceable provision, term, or
condition renders this Agreement impossible to perform. Such remaining terms and
conditions of the Agreement shall continue in full force and effect and shall continue to
operate as the parties’ entire agreement.
8. Force Majeure. Neither Party will be liable for any failure or delay in performing an
obligation under this Agreement that is due to any of the following causes, to the extent
beyond its reasonable control: acts of God, accident, riots, war, terrorist act, epidemic,
pandemic, quarantine, civil commotion, natural catastrophes, governmental acts or
omissions, changes in laws or regulations, national strikes, fire, explosion, generalized
lack of availability of raw materials or energy. For the avoidance of doubt, Force Majeure
shall not include (a) financial distress nor the inability of either party to make a profit or
avoid a financial loss, (b) changes in market prices or conditions, or (c) a party's financial
inability to perform its obligations hereunder.
178
3
9. Indemnification. Sponsor will indemnify the City, its officials, employees, contractors,
agents, and volunteers for, and defend them against, all actions, claims, demands, loss or
expense of any kind or nature which the City, its officials, employees, contractors, agents,
and volunteers may incur or sustain by reason of any claim, demand, investigation, or
litigation resulting from messages displayed on sponsorship devices by or at the request
of Sponsor, including but not limited to, claims, demands, or litigation alleging that the
messages or activities are defamatory, constitute illegal competition or trade practice,
contain infringement of trademarks or trade names, or constitute violation of rights of
privacy or infringements of copyrights and proprietary rights, notwithstanding the City’s
prior inspection of any sponsorship material and the City’s failure to object to its display.
This provision will survive the termination of this Sponsorship Agreement.
10. Relationship of the Parties. Nothing contained in this Agreement shall be deemed or
construed as creating a joint venture or partnership between the parties.
11. No Assignment. Sponsor is not allowed to assign or transfer this Sponsorship Agreement
to any third party for any reason.
12. Waivers. Failure of either party to object to any default, or to any other act or omission
of the other, which is in violation of the terms of this Sponsorship Agreement, will not be
deemed a waiver of the right to object to any subsequent default, act or omission, whether
similar or dissimilar.
13. Governing Law and Venue. This Sponsorship Agreement will be governed by the laws
of the State of Minnesota, without reference to its conflict of laws provisions. Any legal
proceeding arising from this Sponsorship Agreement will be venued in the state or
federal courts with jurisdiction in Carver County, Minnesota.
14. Data Practices. Sponsor acknowledges that the City is subject to the Minnesota
Government Data Practices Act, Minnesota Statues, Chapter 13, and its associated Rules
(the “Act”), as well as other state or federal law applicable to government data. Sponsor
further acknowledges and understands that this Sponsorship Agreement and the data
provided by Sponsor in this Sponsorship Agreement will become subject to the Act and
will be classified pursuant to the Act. The City will use any Sponsor data solely for
purposes of the Program, and will not disclose Sponsor data except as may be required by
the Act, other applicable law, or Order of a court of competent jurisdiction.
15. Entire Agreement. This Agreement represents the entire agreement of the parties and is
a final, complete, and all inclusive statement of the terms thereof, and supersedes and
terminates any prior agreement(s), understandings, or written or verbal representations
made between the parties with respect thereto.
16. Contact information. For purposes of this Sponsorship Agreement, the contact
information for the parties is as follows:
If to the City: Name: Priya Wall
Phone number: 952-227-1122
179
4
Email address: pwall@chanhassenmn.gov
Mailing address: 7700 Market Blvd. Chanhassen, MN 55317
If to Sponsor: Name: Aaron Wold
Phone number: 651-600-8689
Email address: Aaron_Wold@comcast.com
Mailing address: 10 River Park Plaza St. Paul, MN 55104
IN WITNESS WHEREOF, the parties hereto have entered into this Agreement as of the day
Effective Date.
CITY:
CITY OF CHANHASSEN:
By: ________________________________
Laurie Hokkanen, City Manager
SPONSOR:
COMCAST CABLE COMMUNICATIONS,
LLC, dba Xfinity
By: ________________________________
Its:___________________________
180
City Council Item
June 23, 2025
Item Resolution 2025-XX: Abandoning condemnation related to the Highway 41
MMSW Roundabout Project
File No.ENG 24-05 Item No: D.15
Agenda Section CONSENT AGENDA
Prepared By Charlie Howley, Director of Public Works/City Engineer
Reviewed By Laurie Hokkanen
SUGGESTED ACTION
"The Chanhassen City Council approves a resolution authorizing the abandonment of the
condemnation process related to the Highway 41 Minnetonka Middle School West Roundabout
Project."
Motion Type Simple Majority Vote of members present
Strategic
Priority Asset Management
SUMMARY
Since the construction contract was not awarded due to budget restraints, it's prudent to withdraw and
dismiss the condemnation proceedings for the property takings, as it is no longer necessary to acquire
the property within the scheduled timeframe.
BACKGROUND
On October 24, 2024, the City Council approved using a 90-day quick take eminent domain process to
acquire the needed right of way and easements for the construction of the roundabout project.
On May 19, 2025, the City Council considered, but did not award, a construction contract to the lone
bidder of the project due to the project being over budget, with no other sources of funding available.
181
DISCUSSION
N/A
BUDGET
N/A
RECOMMENDATION
City staff recommends approving the resolution to abandon the condemnation process.
ATTACHMENTS
MMSW Roundabout Resolution
182
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE:__________________________ RESOLUTION NO: _______________________
MOTION BY:____________________ SECONDED BY:__________________________
RESOLUTION ABANDONING CONDEMNATION
WHEREAS, on October 24, 2024, the City Council of the City of Chanhassen
determined that it was necessary to acquire permanent property via eminent domain for purposes
in connection with the Highway 41 Minnetonka Middle School West Roundabout Improvement
Project; and
WHEREAS, due to circumstances outside the City’s control the Project was not able to
move forward with construction in 2025; and
WHEREAS, the City Council finds that it is no longer necessary to acquire the property
“as soon as possible” via eminent domain.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Chanhassen, Minnesota:
1. That the City Attorney is authorized to discontinue and dismiss the condemnation
action.
2. That the Mayor and City Manager are authorized to execute all documents necessary,
in the opinion of the City Attorney, to effect the discontinuance.
PASSED AND ADOPTED by the Chanhassen City Council this 9th day of June, 2025.
ATTEST:
___________________________________ ___________________________________
Jenny Potter, City Clerk Elise Ryan, Mayor
183
City Council Item
June 23, 2025
Item Resolution #2025-XX, Approving the Right-of-Way, and Drainage and Utility
Easement Vacations necessary for the new Pleasant View Pointe Plat
File No.Vacation 25-03 Item No: G.1
Agenda Section PUBLIC HEARINGS
Prepared By Mackenze Grunig, Project Engineer
Reviewed By Mackenze Grunig
SUGGESTED ACTION
"The Chanhassen City Council approves the vacation of the public right-of-way and drainage and
utility easements required as part of the Pleasant View Pointe development."
Motion Type 4/5 Vote
Strategic
Priority Development & Redevelopment
SUMMARY
Vacating existing public right-of-way, and drainage and utility easements required as part of the
Pleasant View Pointe development, which will plat new easements and right-of-ways.
This action requires a Public Hearing, which has been appropriately noticed.
BACKGROUND
N/A
DISCUSSION
Due to the future Pleasant View Pointe development, the current Right-of-Way, and Drainage and
Utility Easements need to be vacated in order to plat new right of ways and easements for the Pleasant
184
View Pointe Development.
BUDGET
N/A
RECOMMENDATION
Staff recommends approval of the vacation of the right-of-way, and public drainage and utility
easements required as part of the Pleasant View Pointe development.
ATTACHMENTS
Resolution Vacating Public Right of Way Pleasant View Point
NOTICE OF PUBLIC HEARING FOR VACATION (PAPER) Pleasant View Pointe
Pleasant View Pointe - ROW - Easement Vacation Exhibit
Pleasant View Pointe Plat - 2025.04.18
NOTICE OF PUBLIC HEARING FOR VACATION (MAIL) Pleasant View Pointe
185
CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
DATE: June 23, 2025 RESOLUTION NO: 2025-XX
MOTION BY: SECONDED BY:
RESOLUTION VACATING PUBLIC RIGHT OF WAY AND DRAINAGE AND UTILITY
EASEMENTS
WHEREAS, Rachel Development (“Applicant”), is requesting multiple easements and right of
ways as legally described and depicted in Exhibit A attached hereto and incorporated herein (collectively
referred to herein as “Easements”);
WHEREAS, pursuant to Minnesota Statutes § 412.851 the City Council of the City of Chanhassen
has conducted a hearing preceded by the statutorily required two (2) weeks published and posted notice and
mailed notice to the abutting property owners, to consider the vacation of the Easements.
WHEREAS, these vacations are necessary to “clean up” the new plat. New easements are being
dedicated where necessary to replace the vacated portions.
NOW, THEREFORE, BE IT HEREBY RESOLVED by the Chanhassen City Council:
1. The Easements are hereby vacated conditioned upon the simultaneous recording with the
plat for PLEASANT VIEW POINTE.
2. The vacation shall not affect the authority of any person, corporation, or municipality
owning or controlling the electric or telephone poles and lines, gas lines, sanitary and storm sewer lines,
water pipes, mains, hydrants, and natural drainage areas thereon or thereunder, to continue maintain the
same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise
attend thereof.
3. The City Clerk shall transmit a certified copy of this Resolution to the County Auditor and
County Recorder subject to the condition in Paragraph 1 of this Resolution.
PASSED AND ADOPTED by the Chanhassen City Council this 23rd of June, 2025.
ATTEST:
___________________________________ ___________________________________
Jenny Potter, City Clerk Elise Ryan, Mayor
YES NO ABSENT
186
NOTICE OF PUBLIC HEARING
CITY OF CHANHASSEN
COUNTY OF CARVER AND COUNTY OF HENNEPIN
STATE OF MINNESOTA
CITY COUNCIL MEETING
June 23, 2025
7:00 p.m.
CHANHASSEN CITY HALL
7700 Market Boulevard, Chanhassen, MN 55317
NOTICE IS HEREBY GIVEN that the City Council for the City of Chanhassen will hold a
public hearing on Monday, June 23, 2025, at 7:00 p.m., in the Council Chambers at Chanhassen
City Hall, 7700 Market Boulevard, pursuant to Minnesota Statutes § 412.851 to consider
- Easement Vacation for D&U Dedicated on Vineland Forest
o Vacating the drainage and utility easements dedicated on the plat of VINELAND
FOREST, Carver County, Minnesota and embraced within all of Lot 1 and that
part Lot 2, Block 3, said plat, lying northerly of a line drawn from a point on the
east line of said Lot 2 a distance of 53.53 feet north of the southeast corner of said
Lot 2 to a point on the west line of said Lot 2 distant 66.00 feet north of the
southwest corner of said Lot 2 and there terminating.
- Easement Vacation for D&U on VINELAND FOREST per separate docs
o Vacating the drainage and utility easements per Document Nos. 220366 and
238994, on file and of record in Carver County, Minnesota, and embraced within
the southerly 5.00 feet of that part of Lot 2, Block 3, VINELAND FOREST, said
County, lying northerly of a line drawn from a point on the east line of said Lot 2
distant 53.53 feet north of the southeast corner of said Lot 2 to a point on the west
line of said Lot 2 distant 66.00 feet north of the southwest corner of said Lot 2 and
there terminating.
- Easement Vacation for D&U Dedicated on Troendle Addition
o Vacating the utility and drainage easements dedicated on the plat of TROENDLE
ADDITION, Carver County, Minnesota and embraced within Outlot A, said plat.
- Easement Vacation per Doc. No. 148144
o Vacating the drainage, ponding, and utility easement per Document 148144, on file
and of record in Carver County, Minnesota, that is over, across, on, under and
through that part of Lot 5, “Vineladescribed as follows:
o Beginning at a point on the east line of said Lot 5 distant 35.73 feet southerly along
said east line from the northeast corner of said Lot 5; thence South 0 degrees 22
minutes 16 seconds East, assumed bearing, along said east line 232.96 feet; thence
North 75 degrees 26 minutes 13 seconds West 125.74 feet; thence North 23 degrees
28 minutes 43 seconds West 57.77 feet; thence North 11 degrees 39 minutes 59
seconds West 60.38 feet; thence North 53 degrees 36 minutes 11 seconds East 73.40
feet; thence North 64 degrees 38 minutes 08 seconds East 106.61 feet to the point
of beginning, according to the plat thereof on file and of record in the office of the
County Recorder in and for Carver County, Minnesota. Vacating the temporary
construction and grading easement per Document Nos. 195913 and 195914, on file
and of record in Carver County, Minnesota
- Right of Way Vacation per Doc. No. 195193
187
o Vacating the Nez Perce street right-of-way per Document No. 195913, on file and
of record in Carver County, Minnesota, which is described as follows:
o A 50.00 foot strip of land over and across Lot 5, VINELAND, according to the
recorded plat thereof Carver County, Minnesota, the centerline of said strip is
described as follows:
o Commencing at the northeast corner of Lot 5; thence South 00 degrees 24 minutes
03 seconds East, on an assumed bearing, along the east line of Lot 5, a distance of
380.86 feet to the point of beginning of the centerline to be described; thence
westerly, a distance of 29.21 feet along a non-tangential curve concave to the south,
said curve having a radius of 198.13 feet, a central angle of 08 degrees 26 minutes
53 seconds and a chord bearing of North 71 degrees 56 minutes 25 seconds West;
thence North 76 degrees 09 minutes 51 seconds West tangent to last described
curve, a distance of 170.81 feet; thence northwesterly, a distance of 124.92 feet,
along a tangential curve concave to the northeast, said curve having a central angle
of 39 degrees 52 minutes 43 seconds and a radius of 179.48 feet to a point
hereinafter referred to as “Point A”; thence continue northwesterly and northerly
along the last described curve a distance of 124.92 feet and said centerline there
terminating.
o Also together with a 50.00 foot strip of land over and across said Lot 5,
VINELAND, the centerline of said strip is described as follows:
o Beginning at the above described “Point A”; thence South 53 degrees 42 minutes
49 seconds West, a distance of 100.00 feet and said centerline there terminating.
- Temporary Easement Vacation per Doc. Nos. 195913 and 195914
o Vacating the temporary construction and grading easement per Document Nos.
195913 and 195194, on file and of record in Carver County, Minnesota, which is
described as follows:
o A 150.00 foot strip of land over and across Lot 5, VINELAND, according to the
recorded plat thereof Carver County, Minnesota, the centerline of said strip is
described as follows:
o Commencing at the northeast corner of Lot 5; thence South 00 degrees 24 minutes
03 seconds East, on an assumed bearing, along the east line of Lot 5, a distance of
380.86 feet to the point of beginning of the centerline to be described; thence
westerly, a distance of 29.21 feet along a non-tangential curve concave to the
south, said curve having a radius of 198.13 feet, a central angle of 08 degrees 26
minutes 53 seconds and a chord bearing of North 71 degrees 56 minutes 25
seconds West; thence North 76 degrees 09 minutes 51 seconds West tangent to
last described curve, a distance of 170.81 feet; thence northwesterly, a distance of
124.92 feet, along a tangential curve concave to the northeast, said curve having a
central angle of 39 degrees 52 minutes 43 seconds and a radius of 179.48 feet to a
point hereinafter referred to as “Point A”; thence continue northwesterly and
northerly along the last described curve a distance of 124.92 feet and said
centerline there terminating.
o Also together with a 75.00 foot strip of land over and across said Lot 5,
VINELAND, said strip lying southeasterly of a line described as follows:
o Beginning at the above described “Point A”; thence South 53 degrees 42 minutes
49 seconds West, a distance of 100.00 feet and said centerline there terminating.
- Driveway Easement Vacation per Doc. No. 215072
o Vacating the driveway easement per Document No. 215072, on file and of record
in Carver County, Minnesota, which is described as follows:
o That part of Lot 5, VINELAND, according to the recorded plat thereof, Carver
County, Minnesota, described as follows:
188
o Commencing at the southeast corner of said Lot 5; thence North 89 degrees 16
minutes 34 seconds West, assumed bearing along the south line of said Lot 5 a
distance of 168.62 feet; thence North 0 degrees 43 minutes 26 seconds East 32.25
feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence
South 7 degrees 25 minutes 34 seconds East a distance of 32.57 feet, more or less,
to a point on the south line of said Lot 5 and the point of beginning of the line to
be described; thence on a line running North 7 degrees 25 minutes 34 seconds
West a distance of 160 feet more of less, to the intersection of said line with the
westerly line of said Lot 5 and there terminating.
o Note: The legal description from said document omits a caption stating that the
easement lies westerly of the described line. The caption is included in the
easement description from Document No. 195193.
- Ingress, egress, and utility easement per doc no. 195913
o Vacating the ingress, egress, and utility easement per Document No. 195913, on
file and of record in Carver County, Minnesota, which is described as follows:
o That part of Lot 5, VINELAND, according to the recorded plat thereof, Carver
County, Minnesota, lying westerly of the following described line:
o Commencing at the southeast corner of said Lot 5; thence North 89 degrees 16
minutes 34 seconds West, assumed bearing along the south line of said Lot 5 a
distance of 168.62 feet; thence North 0 degrees 43 minutes 26 seconds East 32.25
feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence
South 7 degrees 25 minutes 34 seconds East a distance of 32.57 feet, more or less,
to a point on the south line of said Lot 5 and the point of beginning of the line to be
described; thence on a line running North 7 degrees 25 minutes 34 seconds West a
distance of 160 feet more of less, to its intersection with the westerly line of said
Lot 5 and there terminating.
All interested parties are encouraged to attend this public hearing and express their opinions with
respect to this proposal. If you have any questions, please contact:
Mackenze Grunig, Project Engineer
Phone: (952) 227-1165
(Publish in the Sun Sailor on June 12 & June 19, 2025)
189
NOTES:
A! AT1l kI Ml M I IKIM n Mn - P11 — -
VA
UNRECORDED
87-116. UNDI
REVIEW BY TITLI
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1. DEPICTION OF THE EASEMENTS AND ROWS TO BE REMOVED. SEE ALTA
SURVEY OR TITLE COMMITMENT FOR FULL NOTATION OF EASEMENTS
AND ROWS DESCRIBED.
2. SPECIAL NOTES PERTAINING TO EASEMENT DOCUMENTS SEE ALTA
SURVEY.
3. INTENT PROJECT SHALL VACATE ALL IN ENCOMPASSING EASEMENTS
AND ROWS.
4. PROPOSED ROW AND EASEMENT FOR PROPOSED DEVELOPMENT SEE
PRELIMINARY PLAT.
LEGEND:
VACATE EASEMENT
VACATE ROW
PROPERTY BOUNDARY
r
D&U EASEMENT REMOVAL
L_
CINGRESS & EGRESS EASEMENT REMOVAL
fNYNNfNffNfffYYfY/Y PONDING EASEMENT REMOVAL
f/YNNfNffNfffY//Y/Y
TEMPORARY EASEMENT REMOVAL
L - - - - - J
ROW REMOVAL
PREVIOUS VACATION RESOLUTION APPROVED 87-116 UNRECORDED
PUBLIC ROW
0 Know what's below.
0 Call before you dig. 0
Dial 811
0 30 60 120
SCALE IN FEET
ALLIANT
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CERTIFICATION
I hereby certify that this plan, specification, or report
was prepared by me or under my e4super o
and that I am a duly, Ked
Civil Engineer u e' e aws f tll o
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By Date
PROJECT TEAM DATA
Designed By: TAS
Drafted By: JDW
Project No.: 4000320-00
Sheet 1 of 1
190
C.R. DOC. NO
PLAT FILE NO.
www.alliant-inc.com
Sheet 1 of 3 Sheets
PLEASANT VIEW POINTE
KNOW ALL PERSONS BY THESE PRESENTS: That Rachel Development, Inc., a Minnesota corporation, owner of the following described property, situated in the County of Carver, State of Minnesota, to wit:
All of Lot 1 and that part of Lot 2, Block 3, "Vineland Forest", Carver County, Minnesota, lying Northerly of a line drawn from a point on the East line of said Lot 2 a distance of 53.53 feet North of the Southeast corner of
said Lot 2 to a point on the West line of said Lot 2 distant 66.00 feet North of the Southwest corner of said Lot 2 and there terminating.
AND
That part of Lots 5 and 6, “Vineland”, described as follows: Commencing at the southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West, assumed bearing, along the south line of said Lot 5,
a distance of 168.62 feet to the actual point of beginning of the tract of land to be herein described; thence North 0 degrees 43 minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West
179.00 feet; thence South 7 degrees 25 minutes 34 seconds East 129.57 feet; thence South 89 degrees 16 minutes 34 seconds East 160.63 feet; thence North 0 degrees 43 minutes 26 seconds East 96.01 feet to the
actual point of beginning, Carver County, Minnesota.
AND
That part of Lots 5 and 6, "Vineland", Carver County, Minnesota, described as follows: viz:
That part of the South 45.25 feet of Lot 5 and of the North 96.01 feet of Lot 6, "Vineland" lying Easterly of a line drawn perpendicular to the South line of said Lot 5 from a point on said South line distant 168.62 feet
Westerly along said South line from the Southeast corner of said Lot 5.
AND
Lot 5, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz:
Commencing on the Southeast corner of said Lot 5; thence North 89 degrees 16 minutes 34 seconds West, assumed bearing, along the South line of said Lot 5 a distance of 168.62 feet to the actual point of beginning of
the parcel being described; thence North 0 degrees 43 minutes 26 seconds East 32.25 feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence South 7 degrees 25 minutes 34 seconds East a
distance of 32.57 feet, more or less, to a point on the South line of said Lot 5 (hereinafter referred to as “Point A”); thence Easterly along the South line of said Lot 5 to the point of beginning.
AND
Lot 6, Vineland, Carver County, Minnesota, except that part thereof described as follows, viz: Commencing at the Northeast corner of said Lot 6, thence North 89 degrees 16 minutes 34 seconds West, assumed bearing,
along the North line of said Lot 6, a distance of 168.62 feet to the actual point of beginning of the land to be described; thence South 0 degrees 43 minutes 26 seconds West a distance of 96.01 feet; thence North 89
degrees 16 minutes 34 seconds West a distance of 160.63 feet; thence North 7 degrees 25 minutes 34 seconds West a distance of 97.00 feet to the North line of said Lot 6; thence Easterly along the said North line of Lot
6 to the point of beginning.
Excepting from said Lot 5 and said Lot 6 the following described premises:
That part of the South 45.25 feet of Lot 5 and of the North 96.01 feet of Lot 6, “Vineland” lying Easterly of a line drawn perpendicular to the South line of said Lot 5 from a point on said South line distance 168.62 feet
Westerly along said South line from the Southeast corner of said Lot 5.
AND
Lot 7, Vineland, Carver County, Minnesota, except that part of said Lot 7 described as follows, viz: Commencing at the Southwest corner of Lot 7, Vineland; thence North 1 degree 53 minutes 49 seconds East a distance
of 76.37 feet to a point on the Southeasterly line of Peaceful Lane; thence North 36 degrees 53 minutes 34 seconds East along said Southeasterly line of Peaceful Lane a distance of 174.79 feet; thence South 87 degrees
50 minutes 55 seconds East a distance of 294.35 feet; thence South 1 degree 03 minutes 23 seconds West a distance of 220.04 feet to the Southerly line of said Lot 7; thence South 87 degrees 50 minutes 55 seconds
West along said Southerly line of Lot 7 a distance of 397.82 feet to the point of beginning.
AND
Outlot A, Troendle Addition, Carver County, Minnesota.
AND
That part of vacated Nez Perce Drive per Doc. No. 139301.
AND
That part of the east half of vacated Peaceful Lane described as follows:
A strip of land 33.00 feet in width northwesterly and westerly of and adjoining Lots 5, 6, and 7, VINELAND and lying between a line drawn at right angles to the west line of said Lot 5 distant 388.56 feet southwesterly of
the northwest corner of said Lot 5 and the following described line:
Commencing at the southwest corner of said Lot 7, VINELAND; thence North 1 degree 53 minutes 49 seconds East a distance of 76.37 feet to a point on the southeasterly line of Peaceful Lane; thence North 36 degrees
53 minutes 34 seconds East along said southeasterly line of Peaceful Lane a distance of 174.79 feet to the point of beginning; thence northwesterly, at right angles to said southeasterly line of Peaceful Lane, a distance
of 33.00 feet, and said line there terminating.
AND
That part of vacated Peaceful Lane and Pleasant View Road lying easterly and southerly of the following described line:
Commencing at a point on the west line of Lot 5, VINELAND distant 388.56 feet southwesterly of the northwest corner of said Lot 5; thence North 18 degrees 18 minutes 28 seconds East, along the said west line, 107.79
feet to the point of beginning; thence northerly 244.35 feet along a non-tangential curve concave to the west, radius 1070.00 feet, central angle 13 degrees 05 minutes 04 seconds, and the chord of said curve bears North
11 degrees 00 minutes 49 seconds East; thence northeasterly 76.16 feet to a point on the north line of said Lot 5 distant 29.52 feet east of said northwest corner, and said line there terminating.
Has caused the same to be surveyed and platted as PLEASANT VIEW POINTE and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat.
In witness whereof said Rachel Development, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this _________ day of _____________________, 20_____.
Signed: Rachel Development, Inc.
Donald J. Rachel, CEO
STATE OF ______________________
COUNTY OF ____________________
This instrument was acknowledged before me on _______________________________ by Donald J. Rachel, CEO of Rachel Development, Inc., a Minnesota corporation on behalf of the corporation.
Printed Name
Notary Public, __________________ County, Minnesota
My Commission Expires __________________________
SURVEYOR'S CERTIFICATE
I Daniel P. Ekrem do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the
boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet
lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat.
Dated this ____ day of _________________, 20_____
Daniel P. Ekrem, Licensed Land Surveyor
Minnesota License No. 57366
STATE OF MINNESOTA
COUNTY OF _____________________
This instrument was acknowledged before me on ____________________________ by Daniel P. Ekrem, a Licensed Land Surveyor.
Printed Name
Notary Public, __________________ County, Minnesota
My Commission Expires __________________________
CHANHASSEN, MINNESOTA
This plat of PLEASANT VIEW POINTE was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this ______________ day of _____________________,
20______, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.
City Council, City of Chanhassen, Minnesota
By: ___________________________________________________________________
Mayor Clerk
COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA
Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this ______________ day of _____________________, 20______.
Brian E. Praske, County Surveyor
By: ________________________________
COUNTY AUDITOR, CARVER COUNTY, MINNESOTA
I hereby certify that taxes payable in _________________ and prior years have been paid for land described on this plat. Dated this ______________ day of _____________________, 20______.
Crystal Campos, County Auditor
By: ________________________________
COUNTY RECORDER, CARVER COUNTY, MINNESOTA
I hereby certify that this plat of PLEASANT VIEW POINTE was filed this ______________ day of _____________________, 20______, at _____ o'clock ___.M. as Document Number ___________________ .
Kaaren Lewis, County Recorder
By: ________________________________
191
S89°47'13"W 315.46
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8.07 R=5 6 2 .5 4
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set marked by license no.
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193
NOTICE OF PUBLIC HEARING
CITY OF CHANHASSEN
COUNTY OF CARVER AND COUNTY OF HENNEPIN
STATE OF MINNESOTA
CITY COUNCIL MEETING
June 23, 2025
7:00 p.m.
CHANHASSEN CITY HALL
7700 Market Boulevard, Chanhassen, MN 55317
NOTICE IS HEREBY GIVEN that the City Council for the City of Chanhassen will hold a
public hearing on Monday, June 23, 2025, at 7:00 p.m., in the Council Chambers at Chanhassen
City Hall, 7700 Market Boulevard, pursuant to Minnesota Statutes § 412.851 to consider
- Easement Vacation for D&U Dedicated on Vineland Forest
o Vacating the drainage and utility easements dedicated on the plat of VINELAND
FOREST, Carver County, Minnesota and embraced within all of Lot 1 and that
part Lot 2, Block 3, said plat, lying northerly of a line drawn from a point on the
east line of said Lot 2 a distance of 53.53 feet north of the southeast corner of said
Lot 2 to a point on the west line of said Lot 2 distant 66.00 feet north of the
southwest corner of said Lot 2 and there terminating.
- Easement Vacation for D&U on VINELAND FOREST per separate docs
o Vacating the drainage and utility easements per Document Nos. 220366 and
238994, on file and of record in Carver County, Minnesota, and embraced within
the southerly 5.00 feet of that part of Lot 2, Block 3, VINELAND FOREST, said
County, lying northerly of a line drawn from a point on the east line of said Lot 2
distant 53.53 feet north of the southeast corner of said Lot 2 to a point on the west
line of said Lot 2 distant 66.00 feet north of the southwest corner of said Lot 2 and
there terminating.
- Easement Vacation for D&U Dedicated on Troendle Addition
o Vacating the utility and drainage easements dedicated on the plat of TROENDLE
ADDITION, Carver County, Minnesota and embraced within Outlot A, said plat.
- Easement Vacation per Doc. No. 148144
o Vacating the drainage, ponding, and utility easement per Document 148144, on file
and of record in Carver County, Minnesota, that is over, across, on, under and
through that part of Lot 5, “Vineladescribed as follows:
o Beginning at a point on the east line of said Lot 5 distant 35.73 feet southerly along
said east line from the northeast corner of said Lot 5; thence South 0 degrees 22
minutes 16 seconds East, assumed bearing, along said east line 232.96 feet; thence
North 75 degrees 26 minutes 13 seconds West 125.74 feet; thence North 23 degrees
28 minutes 43 seconds West 57.77 feet; thence North 11 degrees 39 minutes 59
seconds West 60.38 feet; thence North 53 degrees 36 minutes 11 seconds East 73.40
feet; thence North 64 degrees 38 minutes 08 seconds East 106.61 feet to the point
of beginning, according to the plat thereof on file and of record in the office of the
County Recorder in and for Carver County, Minnesota. Vacating the temporary
construction and grading easement per Document Nos. 195913 and 195914, on file
and of record in Carver County, Minnesota
194
- Right of Way Vacation per Doc. No. 195193
o Vacating the Nez Perce street right-of-way per Document No. 195913, on file and
of record in Carver County, Minnesota, which is described as follows:
o A 50.00 foot strip of land over and across Lot 5, VINELAND, according to the
recorded plat thereof Carver County, Minnesota, the centerline of said strip is
described as follows:
o Commencing at the northeast corner of Lot 5; thence South 00 degrees 24 minutes
03 seconds East, on an assumed bearing, along the east line of Lot 5, a distance of
380.86 feet to the point of beginning of the centerline to be described; thence
westerly, a distance of 29.21 feet along a non-tangential curve concave to the south,
said curve having a radius of 198.13 feet, a central angle of 08 degrees 26 minutes
53 seconds and a chord bearing of North 71 degrees 56 minutes 25 seconds West;
thence North 76 degrees 09 minutes 51 seconds West tangent to last described
curve, a distance of 170.81 feet; thence northwesterly, a distance of 124.92 feet,
along a tangential curve concave to the northeast, said curve having a central angle
of 39 degrees 52 minutes 43 seconds and a radius of 179.48 feet to a point
hereinafter referred to as “Point A”; thence continue northwesterly and northerly
along the last described curve a distance of 124.92 feet and said centerline there
terminating.
o Also together with a 50.00 foot strip of land over and across said Lot 5,
VINELAND, the centerline of said strip is described as follows:
o Beginning at the above described “Point A”; thence South 53 degrees 42 minutes
49 seconds West, a distance of 100.00 feet and said centerline there terminating.
- Temporary Easement Vacation per Doc. Nos. 195913 and 195914
o Vacating the temporary construction and grading easement per Document Nos.
195913 and 195194, on file and of record in Carver County, Minnesota, which is
described as follows:
o A 150.00 foot strip of land over and across Lot 5, VINELAND, according to the
recorded plat thereof Carver County, Minnesota, the centerline of said strip is
described as follows:
o Commencing at the northeast corner of Lot 5; thence South 00 degrees 24 minutes
03 seconds East, on an assumed bearing, along the east line of Lot 5, a distance of
380.86 feet to the point of beginning of the centerline to be described; thence
westerly, a distance of 29.21 feet along a non-tangential curve concave to the
south, said curve having a radius of 198.13 feet, a central angle of 08 degrees 26
minutes 53 seconds and a chord bearing of North 71 degrees 56 minutes 25
seconds West; thence North 76 degrees 09 minutes 51 seconds West tangent to
last described curve, a distance of 170.81 feet; thence northwesterly, a distance of
124.92 feet, along a tangential curve concave to the northeast, said curve having a
central angle of 39 degrees 52 minutes 43 seconds and a radius of 179.48 feet to a
point hereinafter referred to as “Point A”; thence continue northwesterly and
northerly along the last described curve a distance of 124.92 feet and said
centerline there terminating.
o Also together with a 75.00 foot strip of land over and across said Lot 5,
VINELAND, said strip lying southeasterly of a line described as follows:
o Beginning at the above described “Point A”; thence South 53 degrees 42 minutes
49 seconds West, a distance of 100.00 feet and said centerline there terminating.
- Driveway Easement Vacation per Doc. No. 215072
o Vacating the driveway easement per Document No. 215072, on file and of record
in Carver County, Minnesota, which is described as follows:
195
o That part of Lot 5, VINELAND, according to the recorded plat thereof, Carver
County, Minnesota, described as follows:
o Commencing at the southeast corner of said Lot 5; thence North 89 degrees 16
minutes 34 seconds West, assumed bearing along the south line of said Lot 5 a
distance of 168.62 feet; thence North 0 degrees 43 minutes 26 seconds East 32.25
feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence
South 7 degrees 25 minutes 34 seconds East a distance of 32.57 feet, more or less,
to a point on the south line of said Lot 5 and the point of beginning of the line to
be described; thence on a line running North 7 degrees 25 minutes 34 seconds
West a distance of 160 feet more of less, to the intersection of said line with the
westerly line of said Lot 5 and there terminating.
o Note: The legal description from said document omits a caption stating that the
easement lies westerly of the described line. The caption is included in the
easement description from Document No. 195193.
- Ingress, egress, and utility easement per doc no. 195913
o Vacating the ingress, egress, and utility easement per Document No. 195913, on
file and of record in Carver County, Minnesota, which is described as follows:
o That part of Lot 5, VINELAND, according to the recorded plat thereof, Carver
County, Minnesota, lying westerly of the following described line:
o Commencing at the southeast corner of said Lot 5; thence North 89 degrees 16
minutes 34 seconds West, assumed bearing along the south line of said Lot 5 a
distance of 168.62 feet; thence North 0 degrees 43 minutes 26 seconds East 32.25
feet; thence North 89 degrees 16 minutes 34 seconds West 179.00 feet; thence
South 7 degrees 25 minutes 34 seconds East a distance of 32.57 feet, more or less,
to a point on the south line of said Lot 5 and the point of beginning of the line to be
described; thence on a line running North 7 degrees 25 minutes 34 seconds West a
distance of 160 feet more of less, to its intersection with the westerly line of said
Lot 5 and there terminating.
196
All interested parties are encouraged to attend this public hearing and express their opinions with
respect to this proposal. If you have any questions, please contact:
Mackenze Grunig, Project Engineer
Phone: (952) 227-1165
197
City Council Item
June 23, 2025
Item Consider Avienda Apartments Preliminary Plat and Site Plan Review (Planning
Case 25-08)
File No.Planning Case #2025-08 Item No: H.1
Agenda Section GENERAL BUSINESS
Prepared By Rachel Arsenault, Associate Planner
Reviewed By
SUGGESTED ACTION
"The Chanhassen City Council approves the requested preliminary plat and site plan review for
Avienda Apartments subject to the conditions of approval and adopts the attached Findings of Fact
and Decision."
Motion Type Simple Majority Vote of members present
Strategic
Priority Development & Redevelopment
SUMMARY
The applicant is proposing the subdivision of a 35.34-acre property to plat an 11-acre lot for the
construction of a 412-unit multi-family apartment building.
BACKGROUND
The Avienda Development PUD was originally approved in 2020. The PUD was amended 2021, and
given final plat for six outlots and right-of-way for Bluff Creek Boulevard, Avienda Parkway and
Sunset Trail. The PUD was amended again in 2022. The first phase of the project developed under the
2022 revision of the PUD was the townhomes along the western border of the development. The
rowhomes west of this apartment proposal have received final plat approval and are in the process of
recording.
198
DISCUSSION
The project page is available at: https://www.chanhassenmn.gov/departments/community-
development/planning/proposed-development-projects/avienda-apartments
More information on Avienda overall is available at:
https://www.chanhassenmn.gov/government/projects/private-development-projects/avienda#ad-image-
1
BUDGET
RECOMMENDATION
The Planning Commission recommended approval of the proposed preliminary plat and site plan,
subject to staff report comments.
ATTACHMENTS
Development Application
Narrative
Preliminary Plat
Site Plan
Architectural Plans
25-08 Staff Report
Findings of Fact
199
200
201
COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division – 7700 Market Boulevard
Mailing Address – P.O. Box 147, Chanhassen, MN 55317
Phone: (952) 227-1100 / Fax: (952) 227-1110
APPLICATION FOR DEVELOPMENT REVIEW
Submittal Date: PC Date: CC Date: 60-Day Review Date:
Section 1: Application Type (check all that apply)
(Refer to the appropriate Application Checklist for required submittal information that must accompany this application)
Comprehensive Plan Amendment ......................... $700
Conditional Use Permit (CUP)
Single-Family Residence ................................ $400
All Others......................................................... $600
Interim Use Permit (IUP)
In conjunction with Single-Family Residence .. $400
All Others......................................................... $600
Rezoning (REZ)
Planned Unit Development (PUD) .................. $750
Minor Amendment to existing PUD ................. $100
All Others......................................................... $600
Sign Plan Review ................................................... $150
Site Plan Review (SPR)
Administrative .................................................. $100
Residential/Commercial/Industrial Districts .. $750**
Subdivision (SUB)
Plat 3 lots or less ........................................... $500
Plat over 3 lots ............................................. $1250
Metes & Bounds (2 lots) ................................ $300
Consolidate Lots ............................................ $150
Administrative Subd. (Line Adjustment) ........ $150
Final Plat………………………………..…... $700*
Vacation of Easements/Right-of-way (VAC) ........ $300
(Additional recording fees may apply)
Variance (VAR) .................................................... $200
Wetland Alteration Permit (WAP)
Single-Family Residence ............................... $150
All Others ....................................................... $275
Appeal of Administrative Decision ....................... $200
Zoning Ordinance Amendment (ZOA) ................. $500
NOTE: When multiple applications are processed concurrently, the appropriate fee shall be charged for each application.
Notification Sign (City to install and remove) ...................................................................................................................... $200
Escrow for Recording Documents (check all that apply) ........................................................................... $ per document
Conditional Use Permit - $50 Interim Use Permit - $50 Site Plan Agreement - $85
Wetland Alteration Permit - $50 Easements (____ easements) - $85 Vacation - $85
Variance - $50 Metes & Bounds Sub (2 deeds) - $250 Deeds - $100
TOTAL FEE:
*Includes $450 escrow for attorney costs.
**Additional escrow may be required for other applications through the development contract.
Section 2: Required Information
Description of Proposal:
Property Address or Location:
Parcel #: Legal Description:
Total Acreage: Wetlands Present? Yes No
Present Zoning: Requested Zoning:
Present Land Use Designation: Requested Land Use Designation:
Existing Use of Property:
Check box if separate narrative is attached.
202
Section 3: Property Owner and Applicant Information
APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained
authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only t o
the right to object at the hearings on the application or during the appeal period. If this applicatio n has not been signed by
the property owner, I have attached separate documentation of full legal capacity to file the application. This application
should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this
application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I
further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to
any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct.
Name: Contact:
Address: Phone:
City/State/Zip: Cell:
Email: Fax:
Signature: Date:
PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do,
authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those
conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of
the deadlines for submission of material and the progress of this application. I further understand that additional fees may
be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the
study. I certify that the information and exhibits submitted are true and correct.
Name: Contact:
Address: Phone:
City/State/Zip: Cell:
Email: Fax:
Signature: Date:
PROJECT ENGINEER (if applicable)
Name: Contact:
Address: Phone:
City/State/Zip: Cell:
Email: Fax:
Section 4: Notification Information
Who should receive copies of staff reports? *Other Contact Information:
Property Owner Email______________________________ Name:
Applicant Email______________________________ Address:
Engineer Email______________________________ City/State/Zip:
Other* Email______________________________ Email:
This application must be completed in full and be typewritten or clearly printed and must be accompanied by all
information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the
appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and
applicable procedural requirements.
A determination of completeness of the application shall be made within 15 business days of application submittal. A
written notice of application deficiencies shall be mailed to the applicant within 15 business days of application.
INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your
device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital
copy to the city for processing.
203
100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com
April 4, 2025
Eric Maass
Community Development Director
City of Chanhassen
7700 Market Blvd
Chanhassen, MN 55317
Re: Avienda Apartment Development
Dear Planning Staff and City Officials,
Inland Development Partners is pleased to submit for your review and consideration a site plan application for a proposed
412-unit, 4-story luxury apartment community, located within the previously approved Avienda Planned Unit
Development (PUD). Situated on just over 11 acres, this project aligns with the PUD standards already approved for the
Avienda development, which included entitlements for 417 units and a maximum building height of five stories.
This proposal will further activate the Avienda development by offering an additional housing option tailored to both
current and future residents of Chanhassen. In doing so, it supports the adjacent commercial and retail uses planned within
Districts 2 and 3 of Avienda.
Project Overview
The project is composed of two north-south-oriented residential buildings connected via two clubhouse structures—one
on the east and one on the west—creating two U-shaped forms that break down the scale of the building and enhance the
variation in design. These 4-story buildings sit atop a half-exposed structured parking deck containing 492 stalls. This
elevated configuration provides both privacy and visual buffering from nearby retail uses.
Additional surface parking includes 143 stalls, with an additional 101 “proof-of-parking” stalls reserved for future use if
needed.
The project will include a mix of unit types based on market data including studio, alcove, one-bedroom, one-bedroom +
den, two bedroom and three-bedroom units.
Amenities
The two clubhouse structures enclose the following amenities:
Eastern Clubhouse (Main Entry & Resident Services):
Leasing office
Coworking spaces and coffee bar
Clubroom and entertainment spaces
East/west daylight exposure for natural lighting
Golf simulator
Movie room
Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348
204295
100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com
Western Clubhouse:
Indoor sport court
Fitness and wellness centers
Sauna
Courtyard and Outdoor Amenities:
Pool and spa
Putting greens and flex green space
Fire pits, outdoor kitchens, grill/bar stations.
Lounge and hammock areas.
Meandering trail and garden spaces
Pet amenities include internal courtyard areas and two exterior dog runs.
A half-mile trail loop surrounds the site and links to public sidewalks and pedestrian pathways, providing connectivity to
the broader Avienda development and public right-of-way. These internal connections offer an enhanced pedestrian
experience that exceeds the original PUD expectations.
Courtyard and exterior site activities will follow city noise ordinances, closing by 10 p.m., and the pool will close at dusk.
Design Narrative:
The design highlights a contemporary-natural aesthetic, combining light and dark material palettes. Large glass expanses
bring in natural light and connect indoor and outdoor spaces. Materials—including traditional lap siding, board and batten
panels, colored masonry, and wood-finish elements—balance timeless character with a modern edge.
The architecture is harmonious with Avienda’s design principles while offering a unique identity for this community.
Landscaping Narrative
Key landscape elements include:
Streetscape tree plantings along north-south drive through the site
Foundation and parking lot plantings
Enhanced screening added landscaping along the western elevation.
Courtyard landscaping
Landscape uplighting and code-compliant site lighting.
Building lighting emphasis is placed on the eastern residential elevation to support the retail corridor and avoid excess
lighting near adjacent residential areas to the west.
Regional Stormwater Treatment
The regional stormwater plan covering the apartment site, and the remaining development of the Avienda project
assumes a 70% impervious area.
Individual lots can have more than 70% impervious as long as the whole site is 70%. The proposed Avienda
Apartments will have a 72.8% impervious area.
Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348
205296
100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com
Landform is not concerned with the extra 2.8% as it relates to the regional stormwater calculations as
disconnected impervious area can be omitted from the calcs which would include the trail system around the
building (4% of the 72.8% impervious site area).
Courtyard Stormwater Drainage
The courtyard storm drainage was designed to sheet drain from the rooftops of the podium towards the central
courtyard through four (4) catch basins/yard drains, then convey water underneath the building through interior
plumbing with capacity to handle a 100-year storm event.
The courtyard sheet drains at a slope at 2% towards center.
The lower podium has not contemplated parking underneath the stormwater pipe structure for proper headroom
clearance to connect the pipe through the parking structure and then connect to the regional stormwater line.
The seller (Level 7 Development) will construct the regional stormwater system and connections to the apartment
site.
The project team will be meeting with the watershed in the coming weeks to work through permitting
requirements.
Sustainability Features
Maximized natural daylighting and light sensors for energy efficiency.
EV-ready infrastructure: 20% of interior parking stalls wired for electric charging.
Collaboration with Xcel Energy for participation in energy-saving programs.
Governmental Approvals
Enclosed in this package are the following items for review:
Site Plan Application
Supplemental Plat Applications (provided by Landform separately)
Civil and Architectural Plans
Prior to submitting a formal entitlement package, the developer did hear feedback from the City Council through a
workshop session on March 25, 2025, which resulted in the comprehensive outdoor trail system around the building.
In addition to early City Council feedback, the developer held a neighborhood meeting on March 26, 2025, 18 individuals
signed into the meeting with an estimated total of thirty that attended. Overall feedback was positive for the project with
the following topics as a focus:
Ensuring pedestrian connections will continue east to west through the apartment development site to ensure
residents through the broader Avienda development could access the much-anticipated retail development.
There were many questions related to timing of the retail development. A representative from Level 7
Development was in attendance to answer those questions.
Residents understood completing the apartment project would create the final momentum to attract retailers to the
site.
Positive feedback on the way the building looked, variation in material, and bringing the height and scale-back
from previous PUD plans.
Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348
206297
100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com
Conclusion
This proposed development represents a significant contribution to the ongoing realization of the Avienda development. It
provides a thoughtfully designed, amenity-rich, and market-responsive housing option that supports the broader goals of
the Chanhassen community.
We appreciate your consideration and welcome any questions or feedback.
Sincerely,
Jacquel Hajder & Tom Shaver
Inland Development Partners
Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348
207298
CABXMNDOT WETLAND M109.6HHLOT 1Area = 480,559 S.F.BLOCK 1OUTLOT AArea = 1,059,238 S.F.Drainage and Utility Easement over all of OUTLOT A12.095.4300.326.7 52.426.812.516.9234.441.4
836.9 125.8107.349.632.6 36.726.143.961.14 6 .6 163.5 373.5463.8123.042.5243.736.945.824.245.489.48.8
174.0
8.2 72.198.2815.3 65.828.423.5123.719.245.82.3808091PRELIMINARY PLATSES04 APR 2025OVERALL SITE &SIGNAGE PLANC2.1PROJECT NO.FILE NAMELANDFORMc
IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOTVISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDEDREADABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACTTHE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS.THIS PLAN IS INTENDED TO BE PRINTED / VIEWED IN COLOR.PROJECTCERTIFICATION105 South Fifth AvenueSuite 513Minneapolis, MN 55401Tel: 612-252-9070Fax: 612-252-9077Web: landform.netLandform®and Site to Finish®are registered service marks of Landform Professional Services, LLC.DATEISSUE / REVISIONREVIEWCONTACT ENGINEER FOR ANY PRIOR HISTORYISSUE / REVISION HISTORYDEVELOPERMUNICIPALITYAVIENDAAPARTMENTSCHANHASSEN, MNPRELIMINARY PLATAPRIL 04, 2025SCD14001.LEV.0042024
LEVEL 7 DEVELOPMENT, LLC4600 KINGS POINT RDMINNETRISTA, MN 55331NORTH0100200THE PROPERTY IS ZONED PUD - REGIONAL LIFESTYLEBUILDING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 5 FT.REAR = 5 FT.RESIDENTIAL = 30 FT.PUD EXTERIOR = 30 FT.BLUFF CREEK = 40 FT.PARKING SETBACK INFORMATION IS AS FOLLOWS:FRONT YARD = 10 FT.REAR = 10 FT.SIDE = 10 FT.RESIDENTIAL = 20 FT.LOT COVERAGE INFORMATION IS AS FOLLOWS:LOT AREA MINIMUM = 10,000 S.F = 0.23 ACRELOT WIDTH MINIMUM = 100 FT.ZONING AND SETBACK SUMMARYLEGAL DESCRIPTIONOutlot D, Avienda, Carver County, MinnesotaC002SCD004 - Apartments.dwgPRELIMINARY PLATC0.2I hereby certify that this survey, plan, or report was prepared byme or under my direct supervision and that I am a duly LicensedLand Surveyor under the laws of the state of Minnesota.Signature shown is a digital reproduction of original. Wet signedcopy of this plan on file at Landform Professional Services, LLCoffice and is available upon request.License No. 58896Date: 04/04/2025Jerrod Gustavus LeSavage208
COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C0.0TITLE SHEETAVIENDA APARTMENTSCHANHASSEN, MINNESOTAISSUED FOR: BID SETSHEET INDEXSHEET NUMBERSHEET TITLEC0.0TITLE SHEETC1.0REMOVALS PLANC2.0SITE PLAN - OVERALLC2.1SITE PLAN - NORTHC2.2SITE PLAN - CENTRALC2.3SITE PLAN - SOUTHC2.4VEHICLE TURNING MOVEMENT DIAGRAMC3.0GRADING PLAN - OVERALLC3.1GRADING PLAN - NORTHC3.2GRADING PLAN - CENTRALC3.3GRADING PLAN - SOUTHC4.0UTILITY PLAN - OVERALLC4.1UTILITY PLAN - NORTHC4.2UTILITY PLAN - CENTRALC4.3UTILITY PLAN - SOUTHC5.0CIVIL DETAILSC5.1CIVIL DETAILSC5.2CIVIL DETAILSC5.3CIVIL DETAILSC5.4CIVIL DETAILSC5.5CIVIL DETAILSL1.0LANDSCAPE PLAN - OVERALLL1.1LANDSCAPE PLAN - NORTHL1.2LANDSCAPE PLAN - CENTRALL1.3LANDSCAPE PLAN - SOUTHL1.4LANDSCAPE PLAN - COURTYARDL1.5LANDSCAPE PLAN - ENLARGEMENTSL1.6LANDSCAPE PLAN NOTES & DETAILSSW1.0SWPPP - EXISTING CONDITIONSSW1.1SWPPP - PROPOSED CONDITIONSSW1.2SWPPP - DETAILSSW1.3SWPPP - NARRATIVESW1.4SWPPP - ATTACHMENTSSW1.5SWPPP - ATTACHMENTSREVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRLEVEL 7 DEVELOPMENT LLC4600 KINGS POINT RDMINNETRISTA, MN 55331MARK NORDLAND612-812-7020MNORDLAND@NORDLANDPARTNERS.COM1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITYLOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURINGCONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FORTHE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIORTO CONSTRUCTION.3.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BYCODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMEDPRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINALCONNECTION OF SERVICES.4.ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK,FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE INPROJECT DOCUMENTS.5.CIVIL SITE GROUP SHALL HAVE NO LIABILITY WHATSOEVER FOR ANYCOSTS ARISING OUT OF THE CLIENTS DECISION TO OBTAIN BIDS ORPROCEED WITH CONSTRUCTION BEFORE CIVIL SITE GROUP HAS ISSUEDFINAL, FULLY-APPROVED PLANS AND SPECIFICATIONS. THE CLIENTACKNOWLEDGES THAT ALL PRELIMINARY PLANS ARE SUBJECT TOSUBSTANTIAL REVISION UNTIL PLANS ARE FULLY APPROVED AND ALLPERMITS ARE OBTAINED.SITE LOCATION MAPNPROJECT CONTACTSNAME & ADDRESSCONTACTCIVIL ENGINEERCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422MATT PAVEK612-615-0060MPAVEK@CIVILSITEGROUP.COMLANDSCAPE ARCHITECTCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422PATRICK SARVER612-615-0060PSARVER@CIVILSITEGROUP.COMDEVELOPERINLAND DEVELOPER PARTNERS100 LAKE ST W SUITE, #200WAYZATA, MN 55391JACQUEL HAJDER952-641-9423JACQUEL.HAJDER@DORAN COMPANIES.COMPROPERTY OWNERARCHITECTESG ARCHITECTURE & DESIGN350 NORTH 5TH STREET, SUITE 400MINNEAPOLIS, MN 55401DAVE EGBERT612-597-4468DAVE.EGBERT@ESGARCH.COMSURVEYORCIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422RORY SYNSTELIEN612-615-0060 X 712RORY@CIVILSITEGROUP.COMGEOTECHNICALENGINEERBRAUN INTERTEC CORPORATION11001 HAMPSHIRE AVENUE SMINNEAPOLIS, MN 55438GREGG JANDRO952-995-2270GJANDRO@BRAUNINTERTEC.COMSITE LOCATION209
21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec)
15" RCP
(Rec)
15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)PID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025Edge of Ice1-30-2025
Bituminous PathBituminous PathConcreteWalkPONDPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)IRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0
32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSCONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS,AND WALKS FOR INSTALLATIONOF UTILITIES. UPON COMPLETIONOF UTILITY WORK, REPLACE ALLMATERIAL, IN KIND, AND TO CITYSTANDARD AND APPROVALEXISTING SIDEWALKTO REMAIN. PROTECTFROM DAMAGEREMOVE EXISTING FES STRUCTURE& RIP RAP FOR INSTALLATION OFPROPOSED STORM SYSTEM. SEEUTILITY PLANSEXISTING SIDEWALKTO REMAIN. PROTECTFROM DAMAGEEXISTING STREET TOREMAIN. PROTECT FROMDAMAGEEXISTING SANITARY MANHOLE TOREMAIN. PROTECT FROM DAMAGE.RESET RIM TO PROPOSED GRADE. SEEGRADING & UTILITY PLANS.EXISTING HYDRANT & STORMMANHOLE TO REMAIN.PROTECT FROM DAMAGEEXISTING SIDEWALKTO REMAIN. PROTECTFROM DAMAGEEXISTING BIT TRAILTO REMAIN. PROTECTFROM DAMAGEREMOVALS PLAN LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASEMATERIAL, INCLUDING BIT., CONC., ANDGRAVEL PVMTS.REMOVAL OF STRUCTUREINCLUDING ALL FOOTINGS ANDFOUNDATIONS.TREE REMOVAL - INCLUDINGROOTS AND STUMPSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C1.0REMOVALS PLANREMOVE CURB AND GUTTER. IF INRIGHT-OF-WAY, COORDINATE WITH LOCALGOVERNING UNIT.REMOVAL NOTES:CITY OF CHANHASSEN REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDESTAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY,THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TO ANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITHTHE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THECONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THECONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTIONACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONPROPERTY LINEREMOVAL OF TREES ANDVEGETATION INCLUDING STUMPSAND ROOT SYSTEMS01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONLEVEL 7 DEVELOPMENT LLC4600 KINGS POINT RDMINNETRISTA, MN 55331MARK NORDLAND612-812-7020MNORDLAND@NORDLANDPARTNERS.COMBACKGROUND CREATED FROM MULTIPLE FILES. TO BEUPDATED/COORDINATED AS SURROUNDING AREAS ARE FURTHERDESIGNED.1.ALTA SURVEY CREATED BY CSG. MARCH 20252.ROWHOMES CONSTRUCTION DOCUMENTS3.FINAL PLAT FROM LANDFORM4.PROPOSED SURFACES FROM LANDFORM5.PROPOSED FUTURE BUILD OUT CONDITION FROM THELARGER PLAN OF DEVELOPMENT210
BLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalkIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>PHASE IPHASE II10' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK 10' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK
10' PARKING SET BACK
10' PARKING SET BACK
10' PARKING SET BACK10' PARKING SET BACK611PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL22' BLDG SET BACK22' BLDG SET BACK
PROOF OF PARKINGAREA - 6 SPACES13612PROOF OF PARKINGAREA - 13 SPACES30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' BLDG. SET BACK22' BLDG. SET BACK22' BLDG. SET BACK
22' BLDG. SET BACK22' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK22' BLDG. SET BACK18.026.018.020.3
614PROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL413PROOF OF PARKING AREA - 12 SPACESPROOF OF PARKING AREA - 7 SPACESCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS62.0
B618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0
32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.00WORK BY OTHERSPET PARK 1,500 SFGREEN SPACEUNDERGROUNDGARAGE ENTRANCEMAIN ENTRANCEUNDERGROUNDGARAGE ENTRANCESPORTS 50KPET PARK1,500 SF97ACCESSIBLE ROUTE ARROW.DO NOT PAINT, FOR CODEREVIEW ONLY, TYP.ACCESSIBLE ROUTE ARROW.DO NOT PAINT, FOR CODEREVIEW ONLY, TYP.19.919.9R
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0 PLANTEDEARTHEN BERMPLANTEDEARTHEN BERMSITE DATAZONING SUMMARYEXISTING ZONINGPROPOSED ZONINGPUD R-12 ZONINGREQUIREDPROVIDEDBUILDING SETBACKSPUD EXTERIOR5' PLUS BLDGHEIGHT ABOVE 35'(22'2'')22'6''PARKING SETBACKSFRONT10'REAR10'SIDE10'REQUIREDPROVIDEDPARKING SUMMARYPARKING STALLDIMENSIONS 90°9'X18'9'X18'PARKING STALLDIMENSIONS 60°10'X18'10'X18'DRIVE AISLEDIMENSIONS24'26'FIRE ACCESS ROADDIMENSIONS26'26'DIMENSIONAL STANDARDSMIN LOT AREA10,000 SF480,542 SFMIN LOT WIDTH100 Ft518.60 FtMIN LOT DEPTH100 Ft815.30 Ft10'10'10'COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331 SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOCITY OF CHANHASSEN SITE SPECIFIC NOTES:1.RESERVED FOR CITY SPECIFIC SITE NOTES.ACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSEDPROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONSREQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BEAPPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIORTO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FORREVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE ASSHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALLPREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDING PADS FOR CURBRAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHERPAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.19.CONTRACTOR IS RESPONSIBLE TO INSTALL ANY SIDEWALK AND CURBING PER DESIGN PLAN. CONTRACTOR TO VERIFY ALL CURBS AND SIDEWALKS WILL DRAIN PROPERLY IN FIELD CONDITIONS.CONTRACTOR MUST CONTACT THE CIVIL ENGINEER 24-HOURS PRIOR TO ANY CURB AND/OR SIDEWALK INSTALLATION TO REVIEW AND INSPECT CURB STAKES. CONTRACTOR IS RESPONSIBLEFOR ANY CURB OR SIDEWALK REPLACEMENT IF THIS PROCEDURE IS NOT FOLLOWED.20.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ON PLANS AND ADA REGULATIONS.TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENTREPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILOPERATIONAL NOTESSNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO. SHALLREMOVE EXCESS OFF-SITE.TRASH REMOVALTRASH SHALL BE COLLECTED IN INTERIORTRASH ROOM AND MOVED TO EXTERIORSTAGING AREA AND REMOVED BY COMMERCIALCO. WEEKLY.DELIVERIESDELIVERIES SHALL OCCUR AT THE FRONT DOORVIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN - OVERALL01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallROWNER INFORMATIONLEVEL 7 DEVELOPMENT LLC4600 KINGS POINT RDMINNETRISTA, MN 55331MARK NORDLAND612-812-7020MNORDLAND@NORDLANDPARTNERS.COMWEST BLDG SETBACK CALC.BUILDING LOW FLOOR=915.00BUILDING FFE = 927.00GRADE AGAINST BLDG = 923.00HEIGHT OF BLDG ABOVE FFE=48'2'' (4 STORIES)HEIGHT OF BLDG ABOVE GRADE=52'2''HEIGHT ABOVE 35' = 17'2''SETBACK = 5'+HEIGHT OF BLDG ABOVE 35'SETBACK REQUIRED = 22' 2''SETBACK PROVIDED = 22' 6''211
12" PVC (Rec)AVIENDA PKWYConcreteWalkSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>91314161610' PARKING SET BACK 10' PARKING SET BACK10' PARKING SET BACK
10' PARKING SET BACK 611PROOF OF PARKING AREA - 17 SPACESNUMBERS SHOWN AS NET TO TOTAL22' BLDG SET BACK
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32.0
12.5
7.0
12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.00WORK BY OTHERSPET PARK 1,500 SFGREEN SPACEUNDERGROUNDGARAGE ENTRANCE5.719.926.019.910.0
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5.05.0 RESIDENCE MONUMENT SIGN, FINALSIZE, FOOTING, & LOCATION TO BESPECIFIED. COORD. W/ ARCH'L PLANSPROPERTY LINEPROPERTY LINERIBBON CURBMOVING TRUCK ENTRANCE& STAGING AREAB612 C&G,TYP.B612 C&G,TYP.CONC. WALK. TYP.B612 C>RASH/RECYCLINGEXTERIOR PICKUP AREAB618 C&G PER CITYSTANDARDS, TYP.PED. RAMP,. TYP.SEE DETAILB612 C&G,TYP.SURMOUNTABLEC&GUTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.UTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.OVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSMATCH EXISTING. COORD. W/LARGER PLAN OF DEVELOPMENTSTOP SIGN., TYP.WAYFINDINGSIGN., TYP.5.0CONC. WALKBIT. PAVING.SEE DETAILBIT. PAVING.SEE DETAILMATCH INTO EXISTINGCONC. WALKR
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5.0
5.08.0PLANTED EARTHEN BERMPLANTED EARTHEN BERM8.0BIT TRAIL PERCITY STANDARDS.BIT TRAIL PERCITY STANDARDS.8.0CONC. WALK PERCITY STANDARDSCONC. WALKCURB TRANSITIONTO B612 C&GPED RAMP., TYP.SEE DETAIL.6.05.05.06.05.0CONC. WALK PERCITY STANDARDS13.75.0COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRC2.1SITE PLAN - NORTHSEE SHEET C2.0 FORGENERAL SITE NOTES212
Address: Unassigned >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13P710' PARKING SET BACK PROOF OF PARKINGAREA - 6 SPACES136PROOF OF PARKINGAREA - 13 SPACES22' BLDG. SET BACK2 2CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSMAIN ENTRANCEACCESSIBLE ROUTE ARROW.DO NOT PAINT, FOR CODEREVIEW ONLY, TYP.26.016.019.822.015.126.024.0
16.037.022.514.55.75.05.75.0APPROX HWL OFFILTRATION BASINPROPERTY LINEPROPERTY LINECONC. WALKOVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSVALLEYGUTTERCONC. WALKBLDG. STOOPBLDG. STOOPCONC. WALKCONC. WALKBLDG. STOOPBLDG. STOOP5.0 5.0SPECIALTY PAVEMENTPARKING LEVELLEVEL 1MATCH. COORD. W/ LARGERPLAN OF DEVELOPMENTR20.0R
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R20.05.05.013.75.05.04.08.08.0
4.08.0BIT TRAIL PERCITY STANDARDS.6.05.0CONC. WALK PERCITY STANDARDSCONC. WALK PERCITY STANDARDS6.05.05.06.75.06.019.3CONC. WALK PERCITY STANDARDS5.0
5.05.05.75.0CONC. WALK. TYP.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRC2.2SITE PLAN - CENTRALSEE SHEET C2.0 FORGENERAL SITE NOTES213
Bituminous PathBituminous PathIRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS
STS>>STS
STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)9713101510' PARKING SET BACK10' PARKING SET BACK10' PARKING SET BACK
10' PARKING SET BACK10' PARKING SET BACK22' BLDG SET BACK
22' BLDG. SET BACK22' BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK30' EXTERIOR PUD BLDG. SET BACK22' BLDG. SET BACK18.026.018.020.3
614PROOF OF PARKING AREA - 46 SPACESNUMBERS SHOWN AS NET TO TOTAL41413PROOF OF PARKING AREA - 7 SPACESCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS62.0 UNDERGROUNDGARAGE ENTRANCEPET PARK1,500 SF97ACCESSIBLE ROUTE ARROW.DO NOT PAINT, FOR CODEREVIEW ONLY, TYP.5.019.926.019.910.0
10.0
23.018.08.714.810.014.8
18.026.018.0 11.342.025.547.8
160.2 16.08.0 6.0
78.450.039.226.0 24.030.0
26.06.012.020.044.0
R28.0R28.0R10
.
0
R3.0
R16.0R20
.
0
R5.0R20.0 PROPERTY LINEPROPERTY LINEB612 C&GB612 C&G, TYP.RIBBON CURBCONC. WALK. TYP.CONC. WALKMOVING TRUCK ENTRANCE& STAGING AREATRASH/RECYCLINGEXTERIOR PICKUP AREASURMOUNTABLEC&GUTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.UTILITY/TRANSFORMER PAD.COORD. W/ MECH'L PLANS &UTILITY CO.OVERHEAD BALCONY.SEE ARCH'L PLANSOVERHEAD BALCONY.SEE ARCH'L PLANSBIT TRAIL PERCITY STANDARDS.STOP SIGN., TYP.COORD. W/ CITY.VALLEY GUTTERVALLEYGUTTERWAYFINDINGSIGN., TYP.BIT. PAVING.SEE DETAILBIT. PAVING.SEE DETAILMATCH EXISTING C&G. TYP.& MATCH INTO EXISTINGENTRANCE DRIVEMATCH INTO EXISTINGCONC. WALKMATCH INTOEXISTING BIT. TRAILMATCH. COORD. W/ LARGERPLAN OF DEVELOPMENTR
3
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5.0
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5.05.0
10.010.05.0
5.05.07.35.05.08.05.0
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0 4.09.74.0APPROX HWL OFFILTRATION BASIN15.0 15.0R20
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0R20.0MATCH. COORD. W/ LARGERPLAN OF DEVELOPMENT96.3VALLEYGUTTER6.0R20.0R46.0 26.0
8.0 5.08.0
10.2
5.0
5.7R103.0
R6
8
.
0
MATCH INTO EXISTINGCONC. WALKCONC. WALK PERCITY STANDARDSSEGMENTAL BLOCK RET.WALL. SEE GRADINGPLAN FOR ELEVATIONS.SHOP DRAWINGS REQ'D.8.0BIT TRAIL PERCITY STANDARDS.CONC. WALK PERCITY STANDARDS6.75.019.36.08.0CONC. WALK. TYP.CONC. WALK. TYP.R3.024.0
COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENTMARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGSREQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLYPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.HEAVY DUTY BITUMINOUS PAVEMENT (IFAPPLICABLE). SEE GEOTECHNICAL REPORTFOR AGGREGATE BASE & WEAR COURSEDEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ROUTE ARROW (IFAPPLICABLE) DO NOT PAINT.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEEGEOTECHNICAL REPORT FOR AGGREGATEBASE & CONCRETE DEPTHS, WITHIN ROWSEE CITY DETAIL, WITHIN PRIVATEPROPERTY SEE CSG DETAILREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRC2.3SITE PLAN - SOUTHSEE SHEET C2.0 FORGENERAL SITE NOTES214
12" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARD(A Public R/W)(Width Varies)AVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalk8" PVC Wat.Stub(Rec)NO BUILDINGSIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)BASIN 47PPROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>B618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.032.012.57.0 12.5VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS31.813.270.0 70.020.020.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28.0R28.070.0 70.020.020.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28.0R28.012" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)
Address: Unassigned
BLUFF CREEKBOULEVARD(A Public R/W)(Width Varies)AVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalk8" PVC Wat.Stub(Rec)NO BUILDINGSIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>S
T
S
>
>
STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>
STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>
STS>>>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ST
S>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STSSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>
STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)SSMHRE = 917.32INV = 898.07 (8" PVC-S)BASIN 47PPROPOSED BUILDINGFFE = 923.95GFE = 923.53PROPOSED BUILDINGFFE = 924.40GFE = 923.98PROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.70GFE = 925.28PROPOSED BUILDINGFFE = 925.15GFE = 924.73PROPOSED BUILDINGFFE = 926.40GFE = 925.98PROPOSED BUILDINGFFE = 926.15GFE = 925.73PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>B618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0
32.0
12.5
7.0
12.5VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS31.813.270.0 70.020.0
20.0ACCEPTABLE ALT. TO 120'HAMMERHEADR2
8
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R28.070.0 70.020.0
20.0ACCEPTABLE ALT. TO 120'HAMMERHEADR28.0R28.0COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallRC2.4VEHICLE TURNINGMOVEMENT DIAGRAM01" = 60'-0"60'-0"30'-0"N1TURNING MOVEMENT EXHIBIT - FIRE TRUCK & AMBULANCE01" = 60'-0"60'-0"30'-0"N1TURNING MOVEMENT EXHIBIT - MOVING TRUCK & GARBAGE TRUCK215
21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec)
15" RCP
(Rec)
15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025
Bituminous PathBituminous PathConcreteWalkPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0
32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSFILTRATION BASINPOND BOTTOM=914.00HWL=917.19 ST-1ST-2ST-3ST-4COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.0GRADING PLAN -OVERALLGENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSCITY OF CHANHASSEN GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.EX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL ANDCIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OFTHIS COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL, STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURSPRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION,EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILSENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAYEXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF APPLICABLE6.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITREQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.7.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.8.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.9.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1.10.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY AREGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOILAND SODDING ACTIVITIES.12.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THECONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.13.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGEENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYSAND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREASWHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.14.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS.PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, ORBETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS,TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREASDISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.15.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDEA LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETEDIN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE.CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN10' OF ANY UNDERGROUND STORM RETENTION/DETENTION SYSTEMS.16.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUSTCOMPLY WITH CURRENT OSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THERESPONSIBILITY OF THE CONTRACTOR. 17.TOLERANCES17.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION ATANY POINT WHERE MEASUREMENT IS MADE.17.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THEPRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.17.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BYTHE ENGINEER.17.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.17.5.FINISH GRADING FOR HARDSCAPE AREAS IE. PARKING LOTS, CURBS, SIDEWALKS SHALL BE WITHIN 0.05 FEET. ADA AREAS MUST COMPLY WITH REQUIREMENTS ONPLANS AND ADA REGULATIONS. TOLERANCE WITHIN ADA AREAS IS 0.00 FEET DISCUSS ANY DEVIATIONS WITH ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR ANY CURB, SIDEWALK AND/OR PAVEMENT REPLACEMENT THAT DOES NOT MEET TOLERANCE/ADA REQUIREMENTS.18.MAINTENANCE18.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.18.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IFREQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.18.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY,SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:REVISION SUMMARYDATEDESCRIPTION01" = 50'-0"50'-0"25'-0"NGROUNDWATER ELEVATION PERBORINGBORINGGROUND WATERELEVATIONST-1NEST-2NEST-3NEST-4NEPER GEOTECHNICAL REPORT COMPLETED BY BRAUNINTERTEC, INC. ON 02/20/2025.216
21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)15" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)AVIENDA PKWYConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.C&GMATCH EXISTINGC&G32.032.0
32.0
12.5
7.0
12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSST-1ST-2COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.1GRADING PLAN - NORTH1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER(T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C2.0 FORGENERAL GRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR217
Address: Unassigned >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSPOND BOTTOM=914.00HWL=917.19
COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.2GRADING PLAN -CENTRAL1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER(T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C3.0 FORGENERAL GRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR218
8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)Bituminous PathBituminous Path8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)IRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS
STS>>STS
STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSST-3ST-4COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C3.3GRADING PLAN - SOUTH1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OFSTAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOWLINE UNLESS OTHERWISE NOTED)CURB AND GUTTER(T.O = TIP OUT)EMERGENCY OVERFLOW41.261125891.00 G891.00 TC891.00 BS/TS1137EOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTING891.00 MEGBGRADE BREAK - HIGH POINTSSEE SHEET C3.0 FORGENERAL GRADING NOTESCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR219
21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec)
15" RCP
(Rec)
15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)BLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Bituminous PathBituminous PathConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)IRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0
32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS35.3
72.
5 89.834.871.5192.7
239.867.256.8187.3
174.5 PROPOSEDHYDRANTFIRE DEPT.CCONNECTIONPROPOSEDHYDRANTFIRE DEPT.CCONNECTIONPROPOSEDHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTEXISTINGHYDRANTCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331 GENERAL UTILITY NOTES:UTILITY PLAN LEGEND:CITY OF CHANHASSEN UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN -OVERALL01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFYTHE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.5.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.6.UTILITIES CONNECTIONS ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.7.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.8.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.9.HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.10.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TOSANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.11.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.12.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.13.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.14.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.15.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.16.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.17.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.18.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.19.CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATIONOF UTILITIES.20.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK.21.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILEPER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.22.AN OSHA-APPROVED QUALIFIED PERSON SHOULD REVIEW THE SOIL CLASSIFICATION PRESENTED IN THE GEOTECHNICAL REPORT IN THE FIELD. EXCAVATIONS MUST COMPLY WITH CURRENTOSHA REQUIREMENTS IN THE CODE OF FEDERAL REGULATIONS PERTAINING TO EXCAVATIONS AND TRENCHES. EXCAVATION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. 220
21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)15" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)AVIENDA PKWYConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.C&GMATCH EXISTINGC&G32.032.0
32.0
12.5
7.0
12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS8'' PVC C900WATER MAIN8''X6'' TEEHYD. & GV PERCITY STANDARDS8''X6'' TEE8" FIRE PVC C900 WATER SERVICE,STUB TO W/I 5' FROM BUILDING,COORD. W/MECH'L PLANS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS8''X8'' TEEGV & VALVEBOXFIRE DEPARTMENTCONNECTION,COORD. W/MECH'LUNDERGROUND STORM WATERRATE CONTROL BASIN 1P66" DIAMETER PERFORATED CMP1919.75 LF(6 ROWS @ 216 LF, 2 ROWS @ 280 LF, 1 HEADER @13.75', 1 HEADER @ 46.75', & 1 HEADER @ 63.25')12" SIDE & END STONE6" STONE COVER33" STONE SEPARATION6'' STONE BASESTONE IE=912.10CHAMBER (66'' PIPE) IE=912.60CHAMBER (66'' PIPE) TOP=918.10STONE TOP=918.60MIN COVER OVER CHAMBER=2.5'OUTLET ELEVATIONS (SEE DRAWING, OUTLETCONTROL STRUCTURE & DETAILS)WQL (1.1'' EVENT) (MPCA)=912.89100-YR HWL=917.43EOF=921.83TOTAL SYSTEM CAPACITY=69,825 CF(SEE DETAIL AND SHOP DWGS)SHOP DRAWINGS REQUIREDSTUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=910.00COORD. W/MECH'L PLANS.31 LF 8" PVC SDR 26SANITARY SERVICE@ 2.00%223 LF 8" PVCEXISTING SANITARYSERVICE @ 0.735%(PER RECORD)(FIELDVERIFY)128 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%SANMH 6RE=921.65IE(N)=909.28IE(W)=909.38CB 23RIM=921.25IE(E)=915.75IE(S)=916.15EXISTING FES-402INV:912.45PER DETAIL C7.2/4OF ROWHOMESCONSTRUCTIONDOCUMENTSEXIST 38' - 12'' RCP @0.4%PER ROWHOMESCONSTRUCTIONDOCUMENTSCONNECT TO EXISTING STMH (MH - 401)(PER AVIENDA ROWHOMES CONSTRUCTIONDOCUMENTS) W/ PROPOSED 12'' RCPSTORM PIPEEXIST RIM=922.35PROPOSED RIM=923.88EXIST IE(W)=911.87EXIST IE(SE)=912.29PROP IE(SE)=911.87RECONSTRUCT BENCH AS NECESSARYMAKE CONNECTION TO EXISTING24'' RCP STORM PIPE W/PROPOSED NEW STORM MANHOLESTMH 31RIM=929.01EXIST IE(NE)=912.77PROPOSED IE(NE)=912.77PROPOSED IE(SE)=912.77EXIST 47' - 24'' RCPSTORM @0.34%50 LF 24" HDPESTORM @ 0.34%INLET=912.60OUTLET=912.6010 LF 24" HDPESTORM @ 0.50%136 LF 12" RCPSTORM @ 0.50%OCS 30RIM=922.00IE(E)=912.55IE(NW)=912.55INCLUDE WEIR WALL.SEE DETAILSTUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS21 LF 15" SCH 40 PVCSTORM @ 4.05%CB 22RIM=921.09IE=915.40ACCESS RISER, TYP.EXISTING CB-1401NYLOPLAST STRUCTURE W/22.5° BENDEXISTING RE=921.13PER ROWHOMESCONSTRUCTION DOCUMENTSEXISTINGHYDRANT & GVACCESS RISER, TYP.EOF=921.8340 LF TRENCH DRAIN 40RIM=914.85BOT=912.85CONNECT TO INTERIOR BLDGMECH'L PUMP, SEE MECH'LPLANSDRAINAGE AREA ≈ 27,700 SF100-YR FLOW RATE ≈ 6.57 CFS(SEE DETAIL AND SHOP DWGS)GV & VALVEBOXCBMH 21RIM=920.88IE=915.19193 LF 24" HDPESTORM @ 0.30%UTILITY CROSSINGTOP OF SAN≈909.6BOT OF STORM≈915.0SEPARATION≈5.4'UTILITY CROSSINGTOP OF WATER≈913.0BOT OF STORM≈915.0SEPARATION≈2.0'71 LF 24" HDPESTORM @ 0.30%117 LF 24" HDPESTORM @ 0.30%MAKE CONNECTION TO EXISTING 8''PVC C900 WATER MAIN STUB, COORD.W/ LARGER PLAN OF DEVELOPMENT &W/ CITY. (FIELD VERIFY LOCATION)45° BENDSANMH 5RE=923.05IE(NE)=907.90IE(S)=908.00MAKE CONNECTION TO EXISTING 8'' PVCSAN STUB W/ PROPOSED NEW SANITARYMANHOLE SANMH 4RE=922.24IE(SW)=907.62IE(N)=907.52COORD. W/ LARGER PLAN OFDEVELOPMENT & W/ CITY28 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.1UTILITY PLAN - NORTH01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR221
Address: Unassigned >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCBMH 13-48"RIM=924.00IE=919.15STUB STORM TO 5' FROMBUILDING IE @ STUB=921.75COORD. W/ MECH'L PLANS78 LF 15" SCH. 40PVC STORM @ 3.33%CBMH 12-48"RIM=924.00IE(W)=918.81IE(NE)=918.6668 LF 15" HDPESTORM @ 0.50%STMH 11RIM=926.67IE(E)=917.81IE(SW)=918.06IE(NW)=918.06120 LF 18" HDPESTORM @ 0.50%STORM SEWER PIPE TO CROSS BUILDINGFOOTPRINT.141 LF 24" SCH. 40 PVCSTORM @ 2.00%SIZED FOR THE 100-YR STORM EVENTCOURTYARD 10-YR DISCHARGE≈20.8 CFSCOURTYARD 100-YR DISCHARGE≈34.3 CFSPIPE CAPACITY≈46.0 CFSSTMH 2-72"RIM=921.42IE(W)=914.15IE(S,N)=914.15IE OUTLET (E)=913.40SUMP=909.40INCLUDE OIL/FLOATABLESSNOUT/HOOD OR SIMILAR42 LF 24" HDPESTORM @ 2.00%COORDINATE SANITARY SERVICES, WATERSERVICES, & STORM CONNECTIONS INTO THEBUILDING W/ MECH'L PLANS PRIOR TOCONSTRUCTION. CONFIRM SIZING & INVERTELEVATIONS. BRING INCONSISTENCIES TO THEATTENTION OF THE ENGINEER.8''X6'' TEEHYD. & GV PERCITY STANDARDS8'' PVC C900WATER MAIN161 LF 24" HDPESTORM @ 0.30%UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈914.0SEPARATION≈1.5'MAINTAIN MIN 18'' SEPARATIONAT CROSSING. INSULATE ASNECESSARY120 LF 18" HDPESTORM @ 0.50%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS82 LF 15" SCH 40 PVCSTORM @ 2.40%STUB STORM TO 5' FROMBUILDING IE @ STUB=921.75COORD. W/ MECH'L PLANS78 LF 15" SCH. 40PVC STORM @ 3.33%CBMH 11B-48"RIM=924.00IE=919.15CBMH 11A-48"RIM=924.00IE(W)=918.81IE(SE)=918.66CBMH 10RIM=923.90IE=914.9967 LF 15" HDPESTORM @ 0.50%UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈914.0SEPARATION≈1.5'ENSURE MIN 18'' OF SEPARATIONAT CROSSING. INCLUDEINSULATION AS NECESSARYCBMH 20RIM=920.00IE(N,S)=914.61IE(W)=915.01131 LF 24" HDPESTORM @ 0.35%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS82 LF 15" SCH 40 PVCSTORM @ 2.43%ROWHOMESPROJECTPOND 13PFILTRATION BASIN100-YR HWL = 917.19BOTTOM = 914.00GV & VALVEBOXUTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'CONNECT STORM OUTLET PIPE TOADJACENT LARGER PLAN OFDEVELOPMENT STORM SEWERSYSTEM. SITE TO DISCHARGE TOREGIONAL STORM WATERSTORAGE & REUSE BASIN 14P.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.2UTILITY PLAN -CENTRAL01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR222
8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)Bituminous PathBituminous Path8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)IRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS
STS>>STS
STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS146 LF 18" HDPESTORM @ 0.30%99 LF 24" HDPESTORM @ 0.30%CBMH 5RIM=919.75IE(NE)=915.39IE(W)=915.64STUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=904.13COORD. W/MECH'L PLANS.90 LF 8" PVC SDR 26SANITARY SERVICE@ 1.00%MAKE CONNECTION TO EXISTING SANITARYSEWER STUB (STUB IE=900.23)(STUB NOTBUILT YET. FIELD VERIFY LOCATION & IE)EX 8" STUB IE=900.23±(FIELD VERIFY PRIOR TO CONST)COORD. W/ CITYSANMH 1RE=920.93IE(SW)=901.13IE(N)=901.238''X6'' TEEHYD. & GV PERCITY STANDARDS22.5° BEND22.5° BENDGV & VALVE BOXMAKE CONNECTION TO EXISTING8'' PVC C900 WATER MAIN STUB,COORD. W/ CITY. FROM RECORD(FIELD VERIFY LOCATION)8'' PVC C900WATER MAIN8''X6'' TEE8" FIRE PVC C900 WATER SERVICE,STUB TO W/I 5' FROM BUILDING,COORD. W/MECH'L PLANS6" DOMESTIC PVC C900 WATERSERVICE, STUB TO W/I 5' FROMBUILDING, COORD. W/MECH'L PLANS8''X8'' TEEGV & VALVE BOXFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L58 LF 8" PVC SDR 26SANITARY SERVICE@ 5.00%STUB SANITARY SEWER TO5' FROM BUILDINGIE @ STUB=910.00COORD. W/MECH'L PLANS.MAKE CONNECTION TO EXISTING 8'' PVCSAN STUB W/ PROPOSED NEW SANITARYMANHOLE SANMH 2RE=914.40EXISTING IE(S)=902.00(FROM RECORD) (FIELD VERIFY)PROP IE(N)=902.50COORD. W/ CITY25 LF 8" PVC SDR 26SANITARY SERVICE@ 5.00%SANMH 3RE=920.67IE(W)=908.75IE(SE)=908.65174 LF 8" PVC SDR 26SANITARY SERVICE@ 3.53%UTILITY CROSSINGTOP OF SAN≈907.6BOT OF STORM≈915.0SEPARATION≈7.4'CBMH 6RIM=920.00IE(E)=916.08IE(N)=916.23CBMH 4RIM=919.75IE=915.09UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'UTILITY CROSSINGTOP OF WATER≈912.5BOT OF STORM≈915.0SEPARATION≈2.5'152 LF 24" HDPESTORM @ 0.30%CBMH 3RIM=919.75IE(N,S)=914.63IE(W)=915.03STUB STORM TO 5' FROMBUILDING IE @ STUB=917.00COORD. W/ MECH'L PLANS82 LF 15" SCH 40 PVCSTORM @ 2.40%STUB STORM TO 5' FROMBUILDING IE @ STUB=917.75COORD. W/ MECH'L PLANS83 LF 15" SCH. 40PVC STORM @ 1.83%EXIST MH-41-049(INFORMATION FROM ROWHOMESCONSTRUCTION DOCUMENTS)RIM:916.56INLET W:911.82INLET NE:900.10INV:900.0060'' DIAR-1642INSIDE DROPSEE DETAIL C7.2/68''X8'' TEE, GV, & 8'' PLUG PERROWHOMES CONSTRUCTIONDOCUMENTSEOF=920.8340 LF TRENCH DRAIN 50RIM=914.85BOT=912.85CONNECT TO INTERIOR BLDGMECH'L PUMP, SEE MECH'LPLANSDRAINAGE AREA ≈ 18,000 SF100-YR FLOW RATE ≈ 4.27 CFS(SEE DETAIL AND SHOP DWGS)STORM MANHOLE (MH-918)& 15'' RCP STORM PIPE.WORK BY OTHERSEXISTING SANMHRAISE RIM TO PROPOSED GRADEEXIST RE=916.56PROP RE=919.06AREA DRAIN-27"RIM=915.67WORK BY OTHERSEOF=919.00COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331UTILITY PLAN LEGEND:CATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPSEE SHEET C4.0 FORGENERAL UTILITY NOTESCONSTRUCTION LIMITSDRAINTILETRENCH DRAINREVISION SUMMARYDATEDESCRIPTIONC4.3UTILITY PLAN - SOUTH01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR223
COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.0CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION6"3'-6"3'-6"60"-66"FROM PAVEMENT TOBOTTOM OF SIGNACCESSIBLE SIGN & CHANNEL POST - LOT LOCATIONN T S1'-6"NOTE:1. SIGN SHALL BE AS SPECIFIED.2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POSTINSTALLATION DETAIL3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.14" METAL PLATE WELDED TO BOTTOM OF 6” PIPEGROUT INSIDE OF INNER PIPE ANNULAR SPACE TO 1"FROM TOPADJACENT PVMT. - MATERIALVARIES, SEE PLAN & DETAILSSLOPE TOPOF FOOTINGAWAY FROMBASE, TYP.1" SILICONE RUBBER ORASPHALTIC CAULKINGCOMPOUND6" OUTSIDE DIA. GALVANIZED STEEL PIPE PAINT 1COAT ANTI-RUST PRIMER PRIMER3-3/16", 2 LBS./FT., COMMERCIAL GRADE,GALVANIZED STEEL "CHANNEL" STYLE SIGN POSTMETAL SIGN(S) ACCORDING TO MN STATECODE, PROVIDE SHOP DRAWING OF SIGNMODELGALVANIZED STEEL FASTENER (TYP. OF 2), INCLUDEREINFORCING PLATE AT EACH BOLT LOCATION (3"X3")TRIM POST TOBELOW TOP OFSIGN6"14" THICK, COMMERCIAL GRADE THERMOPLASTICPOLYETHYLENE PROTECTIVE SLEEVE, PER IDEALSHIELD OR SIMILAR. SHOP DRAWINGS REQUIRED.PROVIDE COLOR SELECTION OPTIONSCUT TOP OF POLYETHYLENE SLEEVE TOACCOMMODATE CHANNEL POST (ON-SITE)COMMERCIAL GRADE CONSPICUITY MARKINGS(TAPE), 3M DIAMOND GRADE SERIES 973, ORSIMILARCOMPACTED AGG., TYP.6" INSIDE DIA. GALVANIZED STEEL PIPE PAINT WITHANTI-RUST PRIMERCONC. FOOTING, SONOTUBE® FORM RECOMMENDEDNO PARKING TO BEUSED IN FRONT OFSTRIPED ACCESSAISLE6ACCESSIBLE PARKING PAVEMENT MARKINGN T SNOPARKINGNOTE:1.ADHERE TO ALL STATE & FEDERAL ADASTANDARDS FOR PARKING, PAINT &SIGNAGE.2.VERIFY AND LAYOUT ALL PAINTED FORMS &STRIPING PRIOR TO INSTALLATION3.SEE PLAN FOR ACTUAL PARKING SPACESLAYOUT4.ALL PAINT COLORS MUST CONFORM TOSTATE AND FEDERAL ADA STANDARDSNOPARKINGNOPARKING4" WIDE PAINTED STRIPING, 45°CROSS STRIPE PATTERN AT 2'O.C. AT ACCESS AISLEFACE OF CURBADJ. SIDEWALKACCESSIBLE CURB RAMP.SEE GRADING & DETAILSHANDICAP SIGN, CENTERED AT HEADOF PARKING SPACE AND ACCESSAISLE 2' MIN,. AND 8' MAX. FROM FACEOF CURBHANDICAP PARKING ACCESSAISLE WITH PAINTED 12" HIGHLETTERING OF "NO PARKING"CENTERED TOWARD DRIVEAISLENO PARKING SIGNCENTERED AT HEAD OFSPACE ON CENTER STRIPEHANDICAP PARKING SPACEWITH PAINTEDINTERNATIONAL SYMBOL OFACCESSIBILITY WITHCONTRASTING SQUAREBACKGROUND, CENTEREDTOWARD DRIVE AISLENOTE: FOR REFERENCE ONLY, USESTANDARD ADA PVMT. PAINTTEMPLATE6" RADIUS12" DIAMETER6" LINE WIDTH FOR FIGURE6" LINE WIDTH OUTSIDE BORDER5'-6" SQUARE OVERALL18" RADIUS "WHEEL" SHAPEPAINTED SYMBOL DIAGRAM8'MIN.8'MIN.8'MIN.PER CITYCODE7 BITUMINOUS PAVEMENT - ALL TYPESN T S"A" WEAR COURSE (MNDOT2360 - SPWEA340B)TACK COAT (MNDOT 2357)"B" BASE COURSE (MNDOT2360 - SPNWB330B)"C" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)COMPACTED SUBGRADE(100% OF STANDARDPROCTOR MAX. DRYDENSITY)PAVEMENT DESIGNTYPEWEAR (A)BASE (B)AGG.(C)NOTE:IF NO DESIGN IS DEFINED IN ABOVE CHART, SEEGEOTECH REPORT FOR FINAL PAVEMENT SECTION.IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFER TOGEOTECH FOR FINAL PAVEMENT SECTION.1LIGHT DUTYX"X"X"HEAVY DUTYX"X"X"FINISHED GRADENOTES:1.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PAD- NO FIBERN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A)AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.JOINT DEPTH T/42WALKS5"6"CONC. PVMT.X"X"N T SB-612 CONCRETE CURB AND GUTTER7"
13 1/2"6"FINISHED GRADEFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER 3/4"/1'0.5% SLOPE-CONSTRUCT WITH REVERSESLOPE GUTTER WHERE THE PAVEMENTSLOPES AWAY FROM CURB1/2" RADIUS6"8"12"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENTDETAIL (6" MIN.)COMPACTED SUB-BASE, EXIST.NATIVE OR PER SOILS REPORTNOTE:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS1/2" RADIUS57"24"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS6"VALLEY GUTTERN T SADJ. PVMT. SECTION, OR OTHER MATERIALS, SEEPLANCAST-IN-PLACE CONCRETE VALLEY GUTTERSEE GRADING PLAN FOR LONGITUDINAL SLOPEADJ. PVMT. SECTION, LAWN, BIT.PVMT., OR OTHER MATERIALS,SEE PLANCOMPACTED CLASS 5 AGGREGATEBASE, SEE SOIL REPORT FOR DEPTH,6" MIN.COMPACTED SUB-BASE, NATIVE SOILOR AS PER SOILS REPORTRECOMMENDATIONSFINISHED GRADE12"34"320"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONS6"6"RIBBON CURBN T SADJ. PVMT. SECTION, OR OTHERMATERIALS, SEE PLANCONTINUOUS SLOPE CONCRETE "CURB"SLOPE ACROSS CURB 34" PER 1'-0"ADJ. PVMT. SECTION, LAWN, BIT. PVMT., OROTHER MATERIALS, SEE PLANCOMPACTED CLASS 5 AGGREGATEBASE, SEE SOIL REPORT FOR DEPTH,6" MIN.COMPACTED SUB-BASE, NATIVE SOILOR AS PER SOILS REPORTRECOMMENDATIONSFINISHED GRADE7"4FINISHED GRADENOTES:1.INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS SPECIFIED.2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHT REQUIREMENTS.3.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH REPORT FOR FINAL PAVEMENT SECTION.4.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO GEOTECH FORFINAL PAVEMENT SECTION.5.CONCRETE PADS. ON-SITE SHALL INCLUDE FIBER REINFORCING - 5 LBS./C.Y. CONC. MACRO-FIBERS PER ASTM C1116 ORSTEEL REINFORCEMENT #4 @ 16"FIBER-REINFORCED CONCRETEN T S (PRIVATE PROPERTY)SAW CUT JOINT,SEE DETAIL (TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE ASSPECIFIED"B" CLASS 5AGGREGATE BASECOMPACTEDSUBGRADETHIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OF MULCH DOWN1" FROM TOP OF WALKPAVEMENT DESIGNTYPECONC. (A)AGG.(B)CURING:1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINAL FINISHING OF CONC. SURFACE IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTION AND THE SPECIFICATIONS BELOW.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS ALLIED PER ASTM C-1315. AT 200 S.F. PER GAL.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN SOLIDS.5 LBS. / C.Y. CONC. MACRO-FIBERREINFORCING OR STEELREINFORCEMENT #4 @ 16"JOINT DEPTH T/33TRASH PAD8"6"224
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.1CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION225
REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.2CIVIL DETAILS226
REVISION SUMMARYDATEDESCRIPTIONCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.3CIVIL DETAILS227
COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.4CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTIONUNDERGROUND POND/BASIN 1PN T S216" MIN.1.INSTALL SILT FENCE AND/OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TOPREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANYUP-GRADIENT LAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO THESTORMWATER SYSTEM.5.PERFORM ALL OTHER SITE IMPROVEMENTS.6.SEED AND MULCH ALL AREAS AFTER DISTURBANCE.7.CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.8.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.9.PLANT AND MULCH SITE.10.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA ISADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWINGEXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUINGCONSTRUCTION.2.ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION) SHALL BEUNDISTURBED, UNLESS OTHERWISE NOTED.3.SEE UTILITY PLAN / SHOP DRAWINGS FOR SYSTEM LAYOUT.4.TYPICAL DETAILS ARE FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FORCOORDINATING WITH REVIEWED SHOP DRAWINGS.CONSTRUCTION SEQUENCING12"33"12"PAVEMENT / LANDSCAPING / SODPERFORATED 66" CMP / HDPESUGRADE SOILS (IN-SITU)FABRIC WRAP TOP AND SIDES WITHMNDOT TYPE 1 GEOTEXTILE (MNDOT 3733)GRADEKEY1. TOPSOIL / PAVEMENT SECTION2. FREE DRAINING ANGULAR DOUBLE WASHED STONE 3/4" - 2" PARTICLE SIZE - NON CARBONATE (LIMESTONE)AND NON CONCRETE. COORDINATE MATERIAL / PARTICLE SIZE W/ MANUFACTURER. INSTALL TO MIN. 95%STANDARD DENSITY PER AASHTO T99.6" MIN.3GROUT UPSTREAM/DOWNSTREAM SIDE OFWEIR WALL (IF NECESSARY) UP TO LOWESTOPENING SUCH THAT STORM WATER CANFREELY FLOW FROM INLET TO OUTLETTHROUGH 4'' ORIFICECONCRETE OUTLET STRUCTUREN T S12" RCP OUTLETELEV=912.55RIM ELEV=922.00SEE UTILITYPLAN FORSIZEDEPTH VARIES,
SEE UTILITY
PLAN
BASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT,OR POURED 8" SLAB REINFORCEDWITH 6"X6" 10/10 MESHSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZESMIN. 2 AND MAX. 5ADJUSTING RINGS. GROUTBETWEEN RINGS, CASTING,AND ALONG OUTSIDE.METAL SEWER CASTINGSOLID COVER"RIM ELEVATION"PRECAST COVER - 8" THICKPRECAST CONCRETE SECTIONRUBBER GASKET - TYP. AT ALL JOINTSWEIR WALL, SEE CROSSSECTION FOR DETAILSSTORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZES4" DIAMETER ORIFICE AT SAME INVERTELEVATION AS INLET AND OUTLET PIPETILE. SEE CROSS SECTION FOR DETAILS#4 @ 12"HORIZONTAL#4 @ 12"VERTICAL4'SECTION A-ACONCRETE BAFFLE WALLTOP ELEV. = 918.054" DIA. ELEV. = 912.55ELEV.=BOT. OF MHNOTES:1. NO STRUCTURE SHALL BE ORDERED UNTIL THE ENGINEER APPROVES THE SHOP DRAWING.2. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING THE POND OUTLET CONTROL STRUCTURE PRIOR TO FINAL ACCEPTANCE.ALL DOGHOUSES SHALL BEGROUTED ON INSIDE ANDOUTSIDE. ALL GROUTING SHALLBE NON-SHRINKING CEMENT"W" * WALL CONSTRUCTIONSHALL BE CLASS II PRECASTPIPE, MNDOT STANDARDPLATE NO. 3000L912.5524" HDPE INLETELEV=912.554TRENCH DRAINN T SVARIESSEE PLAN8"10"6"6"8"10"8"6"6"EXPANSION JOINTCONCRETE SLAB ONGRADE, SEE SITE PLANFOR JOINTS#6 @ 2'-0" O.C.6#6 LONG'LSLOPE BOTTOM TOOUTLET, SEEGRADING PLANEXPANSION JOINTTRENCH DRAIN FRAME & COVERNEENAH R-4999-L2 OR APPROVEDEQUAL HEAVY DUTY GRATED COVER.GRATE COVER TO BE TYPE "L" SEEPLAN FOR TRENCH LENGTH1DOWNSPOUT TO PIPE CONNECTIONN T SVARIES BUILDING DOWNSPOUT REFER TOARCH'LCAP WITH HOLE CUT OUT FORDOWNSPOUTCOMPACTED SOIL6" PVC SEWER RISER PIPE(LENGTH AS REQUIRED)6 PVC LONG RADIUS 14 BENDSEWER ELBOW6" PVC SEWER PIPECRUSHED AND COMPACTEDSTONE2228
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331C5.5CIVIL DETAILSREVISION SUMMARYDATEDESCRIPTION229
21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec)
15" RCP
(Rec)
15" RCP(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025
Bituminous PathBituminous PathConcreteWalkPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0
32.012.5 7.012.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS(6) Mugo Pine(3) White Pine(3) White Pine(3) Autumn Brilliance Serviceberry(3) Black Hills Spruce(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(2) Espresso Kentucky Coffeetree(1) Swamp White Oak(2) Northwood Red Maple(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(4) Swamp White Oak(3) Skyline Thornless Honey Locust(1) Northwood Red Maple(1) American Elm(1) Swamp White Oak(1) American Elm(2) American Elm(1) Swamp White Oak(3) Skyline Thornless Honey Locust(2) Northwood Red Maple(4) Swamp White Oak(2) Northwood Red Maple(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(5) White Pine(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(5) White Pine(3) Black Hills Spruce(3) White Pine(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(1) Espresso Kentucky Coffeetree(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Thornless Cockspur Hawthorn(1) Skyline Thornless Honey Locust(1) Autumn Brilliance Serviceberry(3) Swamp White Oak(2) Northwood Red Maple(3) Pagoda Dogwood(1) Eastern Redbud Multi-trunk(3) Pagoda Dogwood(2) Northwood Red Maple(1) Skyline Thornless Honey Locust(3) Swamp White Oak(2) Northwood Red Maple(1) Autumn Brilliance Serviceberry(1) Skyline Thornless Honey Locust(1) Skyline Thornless Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(1) Skyline Thornless Honey Locust(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(1) White Pine(8) Mugo Pine(16) Feather Reed Grass(5) Sem Ash Leaf Spirea(8) Gro-Low Fragrant Sumac(22) Feather Reed Grass(5) Birchleaf Spirea(7) Gro-Low Fragrant Sumac(11) Taunton`s Yew(11) Blackhawks Big Bluestem(3) Mugo Pine(6) Arctic Fire Dogwood(1) Medora Juniper(17) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Northwood Red Maple(1) Skyline Thornless Honey Locust(7) Arctic Fire Dogwood(1) Medora Juniper(4) Gro-Low Fragrant Sumac(5) Goldsturm Coneflower(5) Feather Reed Grass(4) Little Spire Russian Sage(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(8) Gro-Low Fragrant Sumac(6) Sem Ash Leaf Spirea(28) Prairie Dropseed(4) Muskingham Gray Dogwood(3) Standing Ovation TM Serviceberry(17) Muskingham Gray Dogwood(78) Prairie Dropseed(52) Little Spire Russian Sage(8) Goldsturm Coneflower(8) Goldsturm Coneflower(1) Prairie Dream Paper Birch(10) Prairie Dropseed(25) Muskingham Gray Dogwood(31) Gro-Low Fragrant Sumac(7) Sem Ash Leaf Spirea(9) Blackhawks Big Bluestem(6) Feather Reed Grass(24) Heavy Metal Switch Grass(9) Feather Reed Grass(6) Blackhawks Big Bluestem(7) Sem Ash Leaf Spirea(76) Prairie Dropseed(17) Muskingham Gray Dogwood(38) Little Spire Russian Sage(3) Standing Ovation TM Serviceberry(2) Prairie Dream Paper Birch(3) Royal Frost Birch(2) Royal Frost Birch(4) Muskingham Gray Dogwood(28) Prairie Dropseed(5) Gro-Low Fragrant Sumac(3) Sem Ash Leaf Spirea(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(4) Gro-Low Fragrant Sumac(1) Medora Juniper(30) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Medora Juniper(13) Feather Reed Grass(12) Birchleaf Spirea(11) Gro-Low Fragrant Sumac(1) Thornless Cockspur Hawthorn(3) Sem Ash Leaf Spirea(3) Gro-Low Fragrant Sumac(22) Feather Reed Grass(3) Mugo Pine(11) Taunton`s Yew(11) Blackhawks Big Bluestem(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(16) Feather Reed Grass(12) Blackhawks Big Bluestem(12) Blackhawks Big Bluestem(1,667 sf) DOG PARK MULCH.SYLVA SOFTSTEP EQUIV.(6,362 sf) NO MOW FINE FESCUE MIX, SHOOTING STAR EQ(2,642 sf) BLUE GRASS SOD(9,909 sf) BLUE GRASS SOD(4,050 sf) BLUE GRASS SOD(2,084 sf) BLUE GRASS SOD(2,868 sf) BLUE GRASS SOD(1,828 sf) BLUE GRASS SOD(1,826 sf) BLUE GRASS SOD(3,299 sf) NO MOW FINE FESCUEMIX, SHOOTING STAR EQ(1,638 sf) DOG PARK MULCH. SYLVASOFTSTEP EQUIV.(6,580 sf) BLUE GRASS SOD(35) Little Spire Russian Sage(44) Little Spire Russian Sage(62) Kit Kat Nepeta(15) Arctic Fire Dogwood(3) Royal Frost Birch(6,492 sf) BLUE GRASS SOD(7,861 sf) BLUE GRASS SOD(8,811 sf) BLUE GRASS SOD(1) Medora Juniper(1) Medora Juniper(1) Autumn Brilliance Serviceberry(1) Medora Juniper(1) Medora Juniper(3) Black Hills Spruce(1) Swamp White Oak(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(3) White Pine(1) Royal Frost Birch(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEPFILTRATION BASINPOND BOTTOM=914.00HWL=917.19
SYMBOLQTYCOMMON / BOTANICAL NAMESIZEGROUND COVERS3,305 sfPLAYGROUND MULCH. SYLVA SOFTSTEP EQUIV. / DOG PARK MULCHPROVIDE PLAYGROUND MULCH, SYLVA SOFTSTEP OR EQUIVILANT.INSTALLED 4" DEEP ON VEGETATION FREE, GRADED NATIVE SOIL,SEE GRADING PLAN FOR GRADES.Mulch73,403 sfBLUE GRASS SOD / SODBLUE GRASS SOD W/IMPROVED VARIATIES, INSTALLED ONPREPARED SOIL, CONTAINING 6" OF TOPSOIL W/MINIMUM 4%ORGANICS BY WEIGHT. SCARIFIED AND EVENLY GRADED. BIG ROLLPREFERRED FOR LARGER AREAS.Sod76,708 sfSUBTOTAL:SHOOTING STAR - SEED MIXES41,626 sfNO MOW FINE FESCUE MIX, SHOOTING STAR EQ / NO MOW SEED MIXNO MOW FINE FESCUE MIX, SHOOTING STAR SEED OR EQUIV., 25%Hard Fescue, 25% Chewings Fescue, 25% Creeping Red Fescue, 25%Sheeps Fescue. Install at +/-225#/ MNDOT TYPE1 MULCH W/STRAW,EROSION CONTROL BLANKET, OR HYDROMULCH. REFERENCEMNDOT SEEDING MANUALSeed Mix41,626 sfSUBTOTAL:PLANT SCHEDULECOMPACTED GRAVELNATURAL LAWN ORPLANTING AREASYNTHETIC TURFROCK MULCHSPECIALTY PAVEMENTCOURTYARD GROUND COVER KEYL1.0LANDSCAPE PLAN -OVERALLCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331 1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES AND/OR TREATMENTS OF ANYKIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE, GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM,CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU, DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO),DINOTEFURAN (STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO NEONICOTINOID BASED INSECTICIDESHAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDINGTHE PLANTING OF AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS..POLLINATOR SAFE PLANT MATERIAL:LANDSCAPE NOTES:PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED EVERGREEN TREE SYMBOLS - SEE PLANTSCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZESPROPOSED CANOPY TREE SYMBOLS - SEEPLANT SCHEDULE AND PLAN FOR SPECIESAND PLANTING SIZESDECORATIVE BOULDERS (ROUNDED & BLOCK STYLE), 18"-30" DIA.LANDSCAPE PLAN LEGEND:EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.INSTRUC./SPECS.PLANTING SEASON SCHEDULESEASONCONIFEROUSDECIDUOUSREMARKSSPRING PLANTINGAPRIL 15 - JUNE 15APRIL 15 - JUNE 15FALL PLANTINGAUGUST 21 - SEPTEMBER 30AUGUST 15 - NOVEMBER 15NOTE: ADJUSTMENTS TO PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT.CONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTION01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRMULCH SCHEDULEAREAMULCH TYPEEDGINGFABRICREMARKSTREE RINGS4" DEPTH, SHREDDED CEDARYESNOSEE DETAIL SHT. L1.1PLANTING BEDSSEE SCHEDULE BELOWYESNOMAINT. STRIP AT BUILDING FOUNDATIONSEE SCHEDULE BELOWNANADOG PARK MULCHSEE SCHEDULE BELOWYESYESSEED AREASSTRAW MULCHNANAPER MANUF. INSTRUCTNOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALLMATERIALS1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.REFERENCE MULCH SCHEDULE FOR MULCH MATERIALS AND LOCATIONS.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2"FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BEWARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATIONOF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDEHEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OFPAVEMENT/BACK OF CURB.14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INCLUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.74 TREES WITHIN THE LANDSCAPE PLAN AREFOR THE STORM WATER REQUIREMENTS OF THELARGER PLAN OF DEVELOPMENT. CONFORMINGWITH THE MASTER STORM WATER REPORT230
21" RCP(Rec)24"RCP(Rec)15" RCP (Rec)15" RCP (Rec)15" RCP(Rec)15" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)AVIENDA PKWYConcreteWalkSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.C&GMATCH EXISTINGC&G32.032.0
32.0
12.5
7.0
12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERS(6) Mugo Pine(3) White Pine(3) White Pine(3) Black Hills Spruce(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(2) Espresso Kentucky Coffeetree(1) Swamp White Oak(2) Northwood Red Maple(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(4) Swamp White Oak(3) Skyline Thornless Honey Locust(1) Northwood Red Maple(3) Swamp White Oak(2) Northwood Red Maple(1) Autumn Brilliance Serviceberry(1) Skyline Thornless Honey Locust(4) Gro-Low Fragrant Sumac(1) Medora Juniper(30) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Medora Juniper(13) Feather Reed Grass(12) Birchleaf Spirea(11) Gro-Low Fragrant Sumac(1) Thornless Cockspur Hawthorn(3) Sem Ash Leaf Spirea(3) Gro-Low Fragrant Sumac(22) Feather Reed Grass(3) Mugo Pine(11) Taunton`s Yew(11) Blackhawks Big Bluestem(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(16) Feather Reed Grass(1,667 sf) DOG PARK MULCH.SYLVA SOFTSTEP EQUIV.(6,362 sf) NO MOW FINE FESCUE MIX, SHOOTING STAR EQ(2,642 sf) BLUE GRASS SOD(9,909 sf) BLUE GRASS SOD(4,050 sf) BLUE GRASS SOD(2,084 sf) BLUE GRASS SOD(8,811 sf) BLUE GRASS SOD(3) White Pine41.8
15.023.44.19.0 39.138" ROCK MULCH A TYP.1 12" ROCK MULCH B TYP.COMPACTED 38" ROCK MULCH C TYP.ORNAMENTAL TREES TYP.KITCHEN AMENITYENTERTAINMENT SPACEL1.1LANDSCAPE PLAN -NORTHCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR231
>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>POND 13PCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS(3) Autumn Brilliance Serviceberry(1) Northwood Red Maple(1) Swamp White Oak(1) American Elm(2) American Elm(2) Northwood Red Maple(3) Pagoda Dogwood(1) Eastern Redbud Multi-trunk(3) Pagoda Dogwood(2) Northwood Red Maple(1) Skyline Thornless Honey Locust(1) Autumn Brilliance Serviceberry(5) Goldsturm Coneflower(5) Feather Reed Grass(4) Little Spire Russian Sage(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(8) Gro-Low Fragrant Sumac(6) Sem Ash Leaf Spirea(28) Prairie Dropseed(4) Muskingham Gray Dogwood(3) Standing Ovation TM Serviceberry(17) Muskingham Gray Dogwood(78) Prairie Dropseed(52) Little Spire Russian Sage(8) Goldsturm Coneflower(8) Goldsturm Coneflower(1) Prairie Dream Paper Birch(10) Prairie Dropseed(25) Muskingham Gray Dogwood(31) Gro-Low Fragrant Sumac(7) Sem Ash Leaf Spirea(9) Blackhawks Big Bluestem(6) Feather Reed Grass(24) Heavy Metal Switch Grass(9) Feather Reed Grass(6) Blackhawks Big Bluestem(7) Sem Ash Leaf Spirea(76) Prairie Dropseed(17) Muskingham Gray Dogwood(38) Little Spire Russian Sage(3) Standing Ovation TM Serviceberry(2) Prairie Dream Paper Birch(3) Royal Frost Birch(2) Royal Frost Birch(4) Muskingham Gray Dogwood(28) Prairie Dropseed(5) Gro-Low Fragrant Sumac(3) Sem Ash Leaf Spirea(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(4) Gro-Low Fragrant Sumac(12) Blackhawks Big Bluestem(12) Blackhawks Big Bluestem(2,868 sf) BLUE GRASS SOD(1,828 sf) BLUE GRASS SOD(1,826 sf) BLUE GRASS SOD(6,492 sf) BLUE GRASS SOD(7,861 sf) BLUE GRASS SOD(1) Medora Juniper(1) Medora Juniper(1) Autumn Brilliance Serviceberry(1) Medora Juniper(1) Medora Juniper(1) Swamp White Oak(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Royal Frost Birch(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEPPOND BOTTOM=914.00HWL=917.19
5.069.55.06.0
5.060.020.010.041.8
120.05.724'84.838.274.95.07.0
10.0
4.19.010.539.120.0ORNAMENTAL TREES TYP.SYNTHETIC TURF TYP.LARGE STREET TREE TYP..PLANTING AREA TYP.GREEN SPACEFLEX AREAKITCHEN AMENITYENTERTAINMENT SPACE6-8" ROCK MULCH C TYP.GREEN SPACEOPEN LAWNTURF TYP.CONCRETE PLAZA TYP.POOL/ HOTUB AMENITYCONCRETE PLAZA TYP.4' FENCE WITH GATES TYP.MAINTENANCE SHEDKITCHEN AMENITYENTERTAINMENT SPACEORNAMENTAL TREES TYP.PLANTING AREA TYP.MAINTENANCE SHED38" ROCK MULCH A TYP.1 12" ROCK MULCH B TYP.COMPACTED 38" ROCK MULCH C TYP.L1.2LANDSCAPE PLAN -CENTRALCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR232
8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)Bituminous PathBituminous Path8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)IRRSTS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS
STS>>STS
STS>>STS>>STS>>STS BASIN 47PAVIENDA LANE (PRIVATE)CONSTRUCTIONLIMITSCONSTRUCTIONLIMITS(1) American Elm(1) Swamp White Oak(3) Skyline Thornless Honey Locust(2) Northwood Red Maple(4) Swamp White Oak(2) Northwood Red Maple(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(5) White Pine(3) Black Hills Spruce(3) Autumn Brilliance Serviceberry(5) White Pine(3) Black Hills Spruce(3) White Pine(3) Black Hills Spruce(1) Espresso Kentucky Coffeetree(1) Skyline Thornless Honey Locust(1) Espresso Kentucky Coffeetree(1) Street Keeper Honey Locust(1) Street Keeper Honey Locust(1) Thornless Cockspur Hawthorn(1) Skyline Thornless Honey Locust(1) Autumn Brilliance Serviceberry(3) Swamp White Oak(1) Skyline Thornless Honey Locust(1) Skyline Thornless Honey Locust(1) Street Keeper Honey Locust(1) Skyline Thornless Honey Locust(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(4) Gro-Low Fragrant Sumac(4) Sem Ash Leaf Spirea(1) White Pine(8) Mugo Pine(16) Feather Reed Grass(5) Sem Ash Leaf Spirea(8) Gro-Low Fragrant Sumac(22) Feather Reed Grass(5) Birchleaf Spirea(7) Gro-Low Fragrant Sumac(11) Taunton`s Yew(11) Blackhawks Big Bluestem(3) Mugo Pine(6) Arctic Fire Dogwood(1) Medora Juniper(17) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Northwood Red Maple(1) Skyline Thornless Honey Locust(7) Arctic Fire Dogwood(1) Medora Juniper(4) Gro-Low Fragrant Sumac(5) Goldsturm Coneflower(5) Feather Reed Grass(4) Little Spire Russian Sage(21) Blackhawks Big Bluestem(6) Prairie Dropseed(3,299 sf) NO MOW FINE FESCUEMIX, SHOOTING STAR EQ(1,638 sf) DOG PARK MULCH. SYLVASOFTSTEP EQUIV.(6,580 sf) BLUE GRASS SOD(35) Little Spire Russian Sage(44) Little Spire Russian Sage(62) Kit Kat Nepeta(15) Arctic Fire Dogwood(3) Royal Frost Birch(6,492 sf) BLUE GRASS SOD(3) Black Hills Spruce(1) Royal Frost Birch69.524'39'11'23.637.643.45.07.0
10.0ORNAMENTAL TREES TYP.GREEN SPACEFLEX AREAGREEN SPACEFLEX AREA38" ROCK MULCH A TYP.1 12" ROCK MULCH B TYP.L1.2LANDSCAPE PLAN -SOUTHCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTION01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR233
22' BLDG SET BACK22' BLDG SET BACK(3) Autumn Brilliance Serviceberry
(1) American Elm
(3) White Pine
(3) Black Hills Spruce
(1) Skyline Thornless Honey Locust
(3) Swamp White Oak
(2) Northwood Red Maple
(1) Eastern Redbud Multi-trunk
(1) Skyline Thornless Honey Locust(3) Swamp White Oak(2) Northwood Red Maple
(30) Blackhawks Big Bluestem
(6) Prairie Dropseed
(6) Goldsturm Coneflower
(16) Feather Reed Grass
(11) Taunton`s Yew
(3) Mugo Pine
(6) Arctic Fire Dogwood
(1) Medora Juniper
(17) Arctic Fire Dogwood
(44) Little Spire Russian Sage
(1) Northwood Red Maple
(1) Skyline Thornless Honey Locust
(7) Arctic Fire Dogwood
(1) Medora Juniper
(21) Blackhawks Big Bluestem
(6) Prairie Dropseed
(6) Goldsturm Coneflower
(6) Sem Ash Leaf Spirea
(4) Muskingham Gray Dogwood
(3) Standing Ovation TM Serviceberry
(17) Muskingham Gray Dogwood
(78) Prairie Dropseed
(52) Little Spire Russian Sage
(8) Goldsturm Coneflower
(8) Goldsturm Coneflower
(1) Prairie Dream Paper Birch
(76) Prairie Dropseed
(17) Muskingham Gray Dogwood
(38) Little Spire Russian Sage
(3) Standing Ovation TM Serviceberry
(2) Prairie Dream Paper Birch
(4) Muskingham Gray Dogwood
(28) Prairie Dropseed
(3) Sem Ash Leaf Spirea(21) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(1) Medora Juniper(30) Arctic Fire Dogwood(44) Little Spire Russian Sage(1) Medora Juniper(3) Mugo Pine(11) Taunton`s Yew(30) Blackhawks Big Bluestem(6) Prairie Dropseed(6) Goldsturm Coneflower(16) Feather Reed Grass(12) Blackhawks Big Bluestem
(12) Blackhawks Big Bluestem
(2,868 sf) BLUE GRASS SOD(1,828 sf) BLUE GRASS SOD
(1,826 sf) BLUE GRASS SOD
(1) Medora Juniper
(1) Medora Juniper
(1) Autumn Brilliance Serviceberry
(1) Medora Juniper
(1) Medora Juniper
(3) Black Hills Spruce
(1) Swamp White Oak
(3) Black Hills Spruce
(1) Espresso Kentucky Coffeetree(3) White Pine
(1) Royal Frost Birch
(391 sf) 1.5" SCREENED
ROCK/STONE, 3" DEEP
(391 sf) 1.5" SCREENED
ROCK/STONE, 3" DEEP
(330 sf) 1.5" SCREENED
ROCK/STONE, 3" DEEP
(391 sf) 1.5" SCREENED
ROCK/STONE, 3" DEEP
(391 sf) 1.5" SCREENED
ROCK/STONE, 3" DEEP
(330 sf) 1.5" SCREENED
ROCK/STONE, 3" DEEP
5.069.55.06.05.0
60.020.0
10.0 41.815.0 120.05.7
24'39'11'23.637.6
4
3
.
4
84.8
23.4
38.2 74.95.0
7.010.04.1 9.010.539.120.038" ROCK MULCH A TYP.1 12" ROCK MULCH B TYP.COMPACTED 38" ROCK MULCH C TYP.ORNAMENTAL TREES TYP.SYNTHETIC TURF TYP.LARGE STREET TREE TYP..PLANTING AREA TYP.GREEN SPACEFLEX AREAKITCHEN AMENITYENTERTAINMENT SPACE
6-8" ROCK MULCH C TYP.
GREEN SPACE
OPEN LAWN
TURF TYP.
CONCRETE PLAZA TYP.
POOL/ HOTUB AMENITY
CONCRETE PLAZA TYP.
4' FENCE WITH GATES TYP.
MAINTENANCE SHED
KITCHEN AMENITY
ENTERTAINMENT SPACE
ORNAMENTAL TREES TYP.
GREEN SPACE
FLEX AREA
GREEN SPACE
FLEX AREA
PLANTING AREA TYP.
MAINTENANCE SHED
3
8" ROCK MULCH A TYP.
1 1
2" ROCK MULCH B TYP.
COMPACTED 3
8" ROCK MULCH C TYP.L1.4LANDSCAPE PLAN -COURTYARDCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES AND LEGENDREVISION SUMMARYDATEDESCRIPTIONKnow what'sbelow.before you dig.CallR01" = 20'-0"20'-0"10'-0"N1BUILDING COURTYARD LANDSCAPE PLAN ENLARGEMENT234
(2) Northwood Red Maple(3) Pagoda Dogwood(1) Eastern Redbud Multi-trunk(3) Pagoda Dogwood(28) Prairie Dropseed(4) Muskingham Gray Dogwood(3) Standing Ovation TM Serviceberry(17) Muskingham Gray Dogwood(78) Prairie Dropseed(52) Little Spire Russian Sage(8) Goldsturm Coneflower(8) Goldsturm Coneflower(1) Prairie Dream Paper Birch(10) Prairie Dropseed(25) Muskingham Gray Dogwood(31) Gro-Low Fragrant Sumac(7) Sem Ash Leaf Spirea(9) Blackhawks Big Bluestem(6) Feather Reed Grass(24) Heavy Metal Switch Grass(9) Feather Reed Grass(6) Blackhawks Big Bluestem(7) Sem Ash Leaf Spirea(76) Prairie Dropseed(17) Muskingham Gray Dogwood(38) Little Spire Russian Sage(3) Standing Ovation TM Serviceberry(2) Prairie Dream Paper Birch(3) Royal Frost Birch(2) Royal Frost Birch(4) Muskingham Gray Dogwood(28) Prairie Dropseed(5) Gro-Low Fragrant Sumac(3) Sem Ash Leaf Spirea(1,828 sf) BLUE GRASS SOD(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(391 sf) 1.5" SCREENEDROCK/STONE, 3" DEEP(330 sf) 1.5" SCREENEDROCK/STONE, 3" DEEPL1.5LANDSCAPE PLANENLARGEMENTSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331REVISION SUMMARYDATEDESCRIPTIONSEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES & LEGENDKnow what'sbelow.before you dig.CallR01" = 10'-0"10'-0"5'-0"N1MAIN ENTRANCE LANDSCAPE PLAN ENLARGEMENT235
SYMBOLCODEQTYCOMMON / BOTANICAL NAMECONTNATIVE PLANTSPOLLINATOR FRIENDLYTREESAN14Northwood Red Maple / Acer rubrum `Northwood`2.5" Cal. B&BNATIVE CULTIVARYBV3Prairie Dream Paper Birch / Betula papyrifera 'Varen' TM2.5" CAL. B&BNATIVE CULTIVARNBR9Royal Frost Birch / Betula x 'Royal Frost'10` Clumb B&BNOT NATIVEGD5Street Keeper Honey Locust / Gleditsia triacanthos `Draves` TM2.5" Cal. B&BNATIVE CULTIVARNSH15Skyline Thornless Honey Locust / Gleditsia triacanthos inermis `Skycole` TM2.5" Cal. B&BNATIVE CULTIVARNEK6Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&BNATIVE CULTIVARNQB18Swamp White Oak / Quercus bicolor2.5" Cal. B&BNATIVEYUP4American Elm / Ulmus americana `Princeton`2.5" Cal. B&BNATIVE CULTIVARY74SUBTOTAL:EVERGREEN TREESPD29Black Hills Spruce / Picea glauca `Densata`6` B&BNATIVE CULTIVARPT14Mugo Pine / Pinus mugo `Tannenbaum`6` B&BNOT NATIVEWP22White Pine / Pinus strobus6` B&BNATIVE65SUBTOTAL:ORNAMENTAL TREESAG17Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`1.5" Cal. B&BNATIVEYCE21Eastern Redbud Multi-trunk / Cercis canadensis#20 CLUMPNOT NATIVEYCA6Pagoda Dogwood / Cornus alternifolia1.5" Cal. B&BNATIVEYCV2Thornless Cockspur Hawthorn / Crataegus crus-galli inermis TM1.5" Cal. B&BNATIVEY26SUBTOTAL:SYMBOLCODEQTYCOMMON / BOTANICAL NAMESIZENATIVE PLANTSPOLLINATOR FRIENDLYSHRUBSAS8Standing Ovation TM Serviceberry / Amelanchier alnifolia `Obelisk`#5 CONTNATIVE CULTIVARYCM67Muskingham Gray Dogwood / Cornus racemosa `Muskingham`#2 CONTNATIVE CULTIVARYCA275Arctic Fire Dogwood / Cornus sericea `Arctic Fire`#5 CONTNATIVE CULTIVARYJM28Medora Juniper / Juniperus scopulorum `Medora`#5 CONTNOT NATIVENPP36Mugo Pine / Pinus mugo `Pumilio`#5 CONTNOT NATIVENRG94Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONTNATIVEYSS47Sem Ash Leaf Spirea / Sorbaria sorbifolia `Sem`#5 CONTNOT NATIVEYST17Birchleaf Spirea / Spiraea betulifolia `Tor`#5 CONTNOT NATIVEYTT22Taunton`s Yew / Taxus x media `Tauntonii`#5 CONTNOT NATIVEN344SUBTOTAL:PLANT SCHEDULEGRASSESAB3163Blackhawks Big Bluestem / Andropogon gerardii 'Blackhawks'#1 CONTNATIVE CULTIVARYCK114Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONTNOT NATIVENPH24Heavy Metal Switch Grass / Panicum virgatum `Heavy Metal`#1 CONTNATIVE CULTIVARYSH2244Prairie Dropseed / Sporobolus heterolepis#1 CONTNATIVEY545SUBTOTAL:PERENNIALSNK62Kit Kat Nepeta / Nepeta x faassenii `Kit Kat`#1 CONTNOT NATIVEYPL265Little Spire Russian Sage / Perovskia atriplicifolia `Little Spire`#1 CONTNOT NATIVEYRG250Goldsturm Coneflower / Rudbeckia fulgida `Goldsturm`#1 CONTNATIVEYSA28Showy Stonecrop / Sedum spectabile `Autumn Fire`#1 CONTNOT NATIVEY385SUBTOTAL:L1.6LANDSCAPE PLANNOTES & DETAILSCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
LICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.25821Robert L. Binder05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331 1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALLSUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW AND APPROVAL BYTHE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION.SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATEDATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIPCOVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF PRECIPITATIONPER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TOTHE EDGE OF PAVEMENT/BACK OF CURB.3.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATIONSYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.4.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FORIRRIGATION WATER, METER, AND POWER CONNECTIONS.5.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVEGROUND FACILITIES PRIOR TO ANY EXCAVATION/INSTALLATION. ANYDAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITHCORRECTING DAMAGES SHALL BE BORNE ENTIRELY BY THECONTRACTOR.6.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITYCOMPANY STANDARDS AND SHALL BE PER NATIONAL AND LOCAL CODES.EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITHTHE LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.7.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FORTHE PROPOSED ELECTRICAL SERVICE AND METERING FACILITIES.8.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFYWITH MECHANICAL PLANS.9.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.10.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.11.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.12.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THEFINISHED GRADE OF THE TOP OF PAVEMENT. EXTEND SLEEVES TO 2'-0"BEYOND PAVEMENT.13.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUITWITH THE SLEEVING MATERIAL "ELLED" TO 2'-0" ABOVE FINISHED GRADEAND CAPPED.14.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEANAND SQUARE CUT JOINTS. USE QUALITY GRADE PRIMER AND SOLVENTCEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.15.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS ANDDEBRIS.16.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.17.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED.LOCATE IN PLANT BED AREAS WHENEVER POSSIBLE.18.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITHOWNER'S REPRESENTATIVE.19.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATIONWIRE. RUN UNDER MAIN LINE. USE MOISTURE-PROOF SPLICES ANDSPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT ANDCOMMON WIRE TO EACH VALVE AND ONE (1) SPARE WIRE AND GROUNDTO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE ALLWIRES.20.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYSBY INDIVIDUALLY ADJUSTING RADIUS OR ARC ON SPRINKLER HEADS ANDFLOW CONTROL ON AUTOMATIC VALVE.21.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ONSITE.22.USE SCREENS ON ALL HEADS.23.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALLTIMES IN AN UPDATED CONDITION.24.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.25.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTHOF 3/4" WASHED GRAVEL UNDERNEATH VALVE AND VALVE BOX. GRAVELSHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.26.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOXCOVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:REVISION SUMMARYDATEDESCRIPTIONSEE SHEET L1.0 FOR GENERALLANDSCAPE NOTES & LEGENDKnow what'sbelow.before you dig.CallRDRAWN @ ? sizePERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENTDECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALSHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEP MULCHMIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENTTHREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAIN NORMALTREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN WITHTWO STRANDS OF WIRE TWISTED TOGETHER. STAKESSHALL BE PLACED AT 120° TO ONE ANOTHER. WIRE SHALLBE THREADED THROUGH NYLON STRAPPING WITHGROMMETS. ALTERNATE STABILIZING METHODS MAY BEPROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANIC MULCH,SEE GENERAL LANDSCAPE NOTES AND PLAN NOTES FORMULCH TYPE. KEEP MULCH MIN. 2" FROM PLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. IFNON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDS OROVERALL PLANT PLACEMENTFINISHED GRADEVERIFY W/ PLANDRAWN @ ? sizeBUILDING MAINTENANCE STRIPN T SSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLANFACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH OR VEGETATIVE MULCH ASSPECIFIED. PROVIDE SAMPLE TO LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO INSTALLATIONSTAKED LANDSCAPE EDGER AS SPECIFIED, SEEMANUFACTURER'S INSTRUCTIONS AND SPECS. FORINSTALLATION AND PLACEMENTWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIEDCOMPACTED SUBGRADE236
21" RCP(Rec)2
4
"
R
C
P
(R
e
c
)15" RCP (Rec)15" RCP (Rec)15" RCP
(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec)
15" RCP
(Rec)
15" RCP
(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: UnassignedPID: 250910040 (Currently Platted as Outlot D, AVIENDA)Address: Unassigned
BLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025Edge of Ice1-30-2025
Bituminous PathBituminous PathConcreteWalkPONDPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSS89°38'06"E65.8428.43Δ=25°27'10"R=64.00IRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ST
S>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0
32.0
12.5
7.0
12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTIONAT EXISTING CATCHBASIN BEINGREMOVED, TYPINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.INLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPCOPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.0SWPPP - EXISTINGCONDITIONS1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CHANHASSEN EROSION CONTROL NOTES:SWPPP LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROWSILT FENCE / BIOROLL - GRADING LIMIT1125ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.REVISION SUMMARYDATEDESCRIPTION1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRTHE GENERAL SEQUENCING OF CONSTRUCTION PHASING WILL BE ;THE ROWHOMES PROJECT AND FILTRATION BASIN (WEST), THEN THEAVIENDA APARTMENTS PROJECT (CENTER) THEN THE REST OF THEPROJECT SITE (EAST)(CONCEPT ONLY AT THIS STAGE).CERTAIN ASPECTS OF THE MASTER PLAN TO THE EAST WILL BE BUILTOUT CONCURRENTLY WITH THE AVIENDA APARTMENTS PROJECT, ASNECESSARY, TO CREATE AN INTERIM CONDITION WHICH ALLOWSEROSION CONTROL MEASURES COMPLIANT WITH ALL LGUREQUIREMENTS.THIS INCLUDES THE STORM PIPING IN THE SOUTH OF THE PROJECTSITE AND THE BASIN TO THE EAST OF THE PROJECT SITE AND ANYOTHER ELEMENTS OF THE MASTER PLAN WHICH THE AVIENDAAPARTMENT PROJECT WOULD RELY ON FOR STORM WATERMANAGEMENT AND EROSION CONTROL.CONTRACTOR TO COORDINATE STAGING AND PHASING WITH THE CITY& WITH THE LARGER PLAN OF DEVELOPMENT.SITE SPECIFIC SWPPP / EROSION CONTROL NOTES:237
21" RCP(Rec)2
4
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(Rec)21" RCP (Rec)15" RCP (Rec)12" RCP (Rec)8" PVC(Rec)8" PVC (Rec)12" PVC (Rec)15" RCP (Rec)
15" RCP
(Rec)
15" RCP
(Rec)8" PVC (Rec)10" PVC (Rec)8" PVC (Rec)12" PVC (Rec)[24] Drainage & Utility Easement Over All of OUTLOT B,per Unrecorded Plat of AVIENDA ROWHOMESBLUFF CREEKBOULEVARDAVIENDA PKWY(A Public R/W)Edge of Ice1-30-2025
Bituminous PathBituminous PathConcreteWalkPONDSan. Stub (Rec)Inv=906.34 (Rec)15" RCP(Rec)12" RCP8" PVC San. Stub (Rec)Inv=900.00 (Rec)8" PVC San. Stub (Rec)Inv=902.00 (Rec)8" PVC Wat.Stub(Rec)NO BUILDINGSIRRIRRIRRIRRSAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS >>STS>>STS>>STS>>STS>>STS STS>>STS>>STS>>STS>>STS>>STS>>STSSTS >>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>>>STS>>STS>>BLUFF CREEK BLVD.STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>ST
S>>>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>STS>>RE = 923.46INV = 904.70 (8" PVC-E)INV = 904.66 (8" PVC-W)SSMHRE = 919.23INV = 897.99 (10" PVC-E)INV = 897.89 (10" PVC-W)BASIN 47PPROPOSED BUILDINGPROPOSED BUILDINGFFE = 925.35GFE = 924.93PROPOSED BUILDINGFFE = 925.00GFE = 924.58AVIENDA LANE (PRIVATE)AVIENDA LANE (PRIVATE)AVIENDA COURT (PRIVATE)POND 13PSTS>>CONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSB618 C&G PER CITYSTANDARDS, TYP.MATCH EXISTINGC&GMATCH EXISTINGC&G32.032.0
32.0
12.5
7.0
12.5 VALLEY GUTTER PERCITY STANDARDS, TYP.26.026.0WORK BY OTHERSINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPINLET PROTECTION ATPROPOSED TRENCHDRAIN, TYPINLET PROTECTION ATPROPOSED TRENCHDRAIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPINLET PROTECTION ATPROPOSED CATCHBASIN, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCECONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCH BASINS.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.PERIMETER EROSION CONTROLAT CONSTRUCTION LIMITS, TYP.INLET PROTECTION ATEXISTING CATCH BASINTO REMAIN, TYPPLACE EROSION CONTROL BLANKETON ALL SLOPES 4:1 OR STEEPER,TYP. (MNDOT CATEGORY 3)FILTRATION BASINPOND BOTTOM=914.00HWL=917.19
COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.1SWPPP - PROPOSEDCONDITIONSSWPPP LEGEND:INLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1137REVISION SUMMARYDATEDESCRIPTIONEX. 1' CONTOUR ELEVATION INTERVAL112501" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF CHANHASSEN EROSION CONTROL NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROLPRACTICES, AND MEASURES CONTAINED IN THISSWPPP ARE THE MINIMUM REQUIREMENTS.ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALLREPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGEDDURING CONSTRUCTION AT NO COST TO THE OWNER.2.THIS PROJECT IS GREATER THAN ONE ACRE AND WILLREQUIRE AN MPCA NPDES PERMIT. CONTRACTOR ISRESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSIONCONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, MAINTENANCE ANDCOMPLIANCE WITH THE PERMIT.SWPPP NOTES:THE GENERAL SEQUENCING OF CONSTRUCTION PHASING WILL BE ;THE ROWHOMES PROJECT AND FILTRATION BASIN (WEST), THEN THEAVIENDA APARTMENTS PROJECT (CENTER) THEN THE REST OF THEPROJECT SITE (EAST)(CONCEPT ONLY AT THIS STAGE).CERTAIN ASPECTS OF THE MASTER PLAN TO THE EAST WILL BE BUILTOUT CONCURRENTLY WITH THE AVIENDA APARTMENTS PROJECT, ASNECESSARY, TO CREATE AN INTERIM CONDITION WHICH ALLOWSEROSION CONTROL MEASURES COMPLIANT WITH ALL LGUREQUIREMENTS.THIS INCLUDES THE STORM PIPING IN THE SOUTH OF THE PROJECTSITE AND THE BASIN TO THE EAST OF THE PROJECT SITE AND ANYOTHER ELEMENTS OF THE MASTER PLAN WHICH THE AVIENDAAPARTMENT PROJECT WOULD RELY ON FOR STORM WATERMANAGEMENT AND EROSION CONTROL.CONTRACTOR TO COORDINATE STAGING AND PHASING WITH THE CITY& WITH THE LARGER PLAN OF DEVELOPMENT.SITE SPECIFIC SWPPP / EROSION CONTROL NOTES:238
COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.2SWPPP - DETAILSREVISION SUMMARYDATEDESCRIPTION239
SW1.3SWPPP - NARRATIVEOWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OFPERMANENT STORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMITREQUIREMENTS. THE PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THEPROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTSOF THE NPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FORTHEMSELVES THE EXACT QUANTITIES FOR BIDDING AND CONSTRUCTION.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THEMPCA. THE CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUTCONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALLSWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITESOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNINGAGENCY HAVING JURISDICTION CONCERNING EROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTIONPLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOWLOCATIONS AND TYPES OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROLBMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP DOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED ORSOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCERECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONALCONTROL OF THAT PORTION OF THE SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITEVEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE(3) YEARS AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDSAFTER SUBMITTAL OF THE NOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11,INSPECTIONS AND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDINGALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATERMANAGEMENT SYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THEACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OFEROSION PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OFBMPS AND IMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TOCONDUCT INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS INACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLEFOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDETRAINING DOCUMENTATION FOR THESE INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAININGDOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION OR ASSOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN DETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PERSECTION 21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNERIS EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUSTCOMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE AJUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANTEFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TOCORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE INELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS ORGROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G.,NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITHTHE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMITIN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURERSPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEPSLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASINGAND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BEINITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY ORTEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASECOMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ONTEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEANAGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUSTPROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOILAREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURSDURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OFTEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETESTABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION INTHAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEMDURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DONOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USEAS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSIONPREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY ORPERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED ANDMAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITEAND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFERZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTILTHEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFYTHESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICESONLY AS APPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERMCONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA ISCOMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILLDRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TOACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES,IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENTCONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOTCOMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTIONUNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G.STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUSTDOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OFSTOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACEFOR THE STORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENTSEDIMENT TRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUSTRESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE,PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATEDWITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACEWATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESSLIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES,JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, ANDSEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONSIN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINSALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS INACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USECONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECTTREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOCPRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASINDRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TOSURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED ANDNUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IFPERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACEWATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOTADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATERSEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TODISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNERTHAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS ORINUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANTADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FORDISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, ORINCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRECONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTIONPREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUSTREPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THENEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6.PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHESAND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACEWATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL ANDSTABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TOOBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE ANDFEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK INSURFACE WATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTERSYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKEDSEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE(1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TOUSERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEYBECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENTWHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THEPROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IFCONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY ISOCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAYREQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS,INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING,OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEINGCONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONSARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCEACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALLFOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINEDRAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, ORA WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES;ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULDPHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED ORSUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTSWHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSEDTO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G.,PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNEDTO MINIMIZE CONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL,GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES,ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHERDISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN.R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH.7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKEDOVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKEDCHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADEDINCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSUREADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUSTREPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UPMEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE.PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLYEFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEESMUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BYWASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENTLIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENTSO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUSTPROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUSTINSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRINGTHE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHERPARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSIONDATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALLAREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIALVEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOTREQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUSSURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATEDSEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH19 AND IS OPERATING AS DESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROLBMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE INPLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THESTRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETERCONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THEMPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEESMUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTINGTHE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINALSTABILIZATION AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDINGTHE SOIL SHALL BE TILLED TO A MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111(OATS COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDINGRATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECTAND ENHANCE SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OFSTRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.REVISION SUMMARYDATEDESCRIPTIONLEVEL 7 DEVELOPMENT LLC4600 KINGS POINT RDMINNETRISTA, MN 55331MARK NORDLAND612-812-7020MNORDLAND@NORDLANDPARTNERS.COMPROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING EMPTY LOT INTO A MULTIFAMILY BUILDING W/ ASSOCIATED ABOVEGROUND AND UNDERGROUND PARKING. SITE, GRADING, UTILITY AND LANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50 FOOT NATURAL BUFFER AROUND WATER BODIES IS NOT PROVIDED IN THESEPLANS AS NO WATER BODIES ARE PRESENT ONSITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT PROVIDED AS PART OF THE PROJECTS PERMANENT STORM WATER MANAGEMENT SYSTEM.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO HAZELTINE LAKE, & BLUFF CREEK - THESE WATERBODIES ARE IDENTIFIED AS AN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST.HAZELTINE LAKE IS IMPAIRED FOR NUTRIENTS. BLUFF CREEK IS IMPAIRED FOR FISHES BIOASSESSMENTS; TBECAUSE THESE WATER BODIES ARE LOCATED WITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDESPERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:1.DURING CONSTRUCTION:A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSIONBUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THATPORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FORCOMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONETIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVEPERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATERSOUTH AND WEST) AT 35 LBS PER ACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331 DESIGN ENGINEER: DAVID J. KNAEBLE P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 8/22/2012- 8/23/2012TOTAL TRAINING HOURS: 12DATE OF RECERTIFICATION: 4/22/22EXPIRATION: 5/31/2025240
COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.4SWPPP - ATTACHMENTSATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTSOILS INFORMATIONGENERAL SITE INFORMATION (5.1)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES USED TO ESTABLISH ADDITIONALTEMPORARY BMP'S AS NECESSARY. (5.5)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET PROTECTION DEVICES WILL BEINSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION CONTROL BLANKET MAY BE UTILIZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7).SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTURBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE QUADRANGLE MAPS OR EQUIVALENT.WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT?NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B?NOIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND IMPAIRED WATERS SEARCH TOOL AT:WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLYESIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY?YESIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL BMPS IN SECTION 23 MUST BE ADDEDTO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE?YESIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO ONE OF THE REASONS IN ITEMS 16.4THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENT METHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANYPERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS NOT FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT SYSTEM.N/AEROSION PREVENTION PRACTICES (SECTION 8.1)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE DISTURBED (E.G.,WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE SOILSTABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO VEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO SURFACE WATER.THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASEDFOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTERCONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE, VEGETATIVE BUFFERS,HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE THAT DRAIN TOSPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.SEDIMENT CONTROL PRACTICES (SECTION 9.1)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATED PRIOR TO FINALSTABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER IS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A SPECIAL ORIMPAIRED WATER?YESIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS.DEWATERING AND BASIN DRAINING (SECTION 10.1)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING?NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH 10.5 OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER?NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.6):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS?YES2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THEN OTHERTREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BE PROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT DRAIN FIVEOR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR PRECIPITATIONEVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND 2-YEAR24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A STORMWATERPOND)?YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.N/AINSPECTIONS AND MAINTENANCE (SECTION 11.1)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOODPRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (25.22)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.REVISION SUMMARYDATEDESCRIPTIONPROJECT LOCATIONADDRESSCITY/TOWNSHIPCHANHASSENSTATEMNCOUNTYCARVERZIP CODE55317PROJECT SIZE11.0 ACRESLATTITUDE/LONGITUDE OF APPROX.CENTROID OF PROJECT 45° 50'19'' N, 93°33'28'' WMETHOD OF LAT/LONG COLLECTIONONLINE TOOLPROJECT TYPERESIDENTIALIMPERVIOUS SURFACES (ACRES)EXISTING0.0PROPOSED8.0DIFFERENCE8.0ESTIMATED CONSTRUCTION TIMELINESTART9 / 2025END9 / 2027CONSTRUCTION ACTIVITYDEVELOPMENT OF A MULTIFAMILYBUILDINGSOIL TYPESCLAYEY SANDS WITH SOME SANY CLAYMAP UNIT SYMBOLMAP UNIT NAMEGLGLENCOE CLAY LOAMHMHAMEL LOAMKC2LESTER KILKENNYCOMPLEX 6-10% SLOPEKD2LESTER KILKENNYCOMPLEX 10-16% SLOPEKE2LESTER KILKENNYCOMPLEX 16-22% SLOPEPMKLOSSNER MUCKRECEIVING WATER BODIESWATER BODY IDNAME OF WATER BODYWATER BODY TYPESPECIAL WATER (Y/N)IMPAIRED WATER (Y/N)110-0014-00HAZELTINE LAKELAKENY207020012-710BLUFF CREEKCREEKNY34SITE LOCATION MAP -241
COPYRIGHT CIVIL SITE GROUP INC.cPROJECT
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N2025ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION04/04/2025CITY SUBMITTAL04/18/2025CITY SUBMITTAL5/30/2025BID SETPROJECT MANAGERMATT PAVEKCONTACT NUMBER612-615-0060 X 701DRAWN BYJR, ZH, RBREVIEWED BYMPPROJECT NUMBER24440AVIENDA APARTMENTS
CHANHASSEN, MN 55317
44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.05/30/2025Civil Engineering ° Surveying ° LandscapeArchitecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060OWNER
LEVEL 7 DEVELOPMENT LLC
4600 KINGS POINT RD, MINNETRISTA, MN 55331SW1.5SWPPP - ATTACHMENTSATTACHMENT C - COMBINEDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINETHAT BASIN RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BECONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUMEBY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME. BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENTCLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THEINSPECTION DATE.2.ALL GRIT CHAMBERS, SUMP CATCH BASINS, SUMP MANHOLES, OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES ANDOTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BEINSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATEDSEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED.CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOWSPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTIONOR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TOIMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED.3.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THEOPERATIONAL PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALLEVENTS OF 1 INCH OR MORE TO ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOWPIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NOEROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN AINFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE REMOVED, THE INFILTRATION CAPACITYOF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED. INSPECTION MUSTENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE STORAGEVOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECTTHE INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BYUSING LOW-IMPACT EARTH-MOVING EQUIPMENT).4.UNDERGROUND STORAGE CHAMBERS MUST BE INSPECTED AT LEAST ONCE A YEAR TO ENSURE THAT ADEQUATE STORAGECAPACITY REMAINS. CAPACITY WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE STORAGE VOLUME BY 50PERCENT OF ITS ORIGINAL DESIGN VOLUME. ACCUMULATED DEBRIS AND SEDIMENT WILL BE REMOVED, AND INLET AND OUTLETSTRUCTURES WILL BE CLEARED OF ANY FLOW IMPEDIMENTS.ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS)CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS AREIN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: SITE ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________ORGANIZATION/COMPANY MAN: _____________________________________________________DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (SECTION 8.1)1.ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISHSPAWNING RESTRICTIONS)2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3.IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?4.ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALESIF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?5.DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?6.IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?7.ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?COMMENTS:SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)1.ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?2.ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?3.IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4.DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?5.IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?6.IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?7.IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?8.IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?COMMENTS:DISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FORMORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL ASEROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THEPROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MINNESOTA POLLUTION CONTROL AGENCY.Y N N/AY N N/A7 DAY RAINY NMAINTENANCE AND INSPECTIONS (SECTION 11)1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?2.ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?3.ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?4.ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?5.ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?6.IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?7.HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?8.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS ANDIN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?COMMENTS:Y N N/APOLLUTION PREVENTION (SECTION 12)1.ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?2.ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?3.ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OFEQUIPMENT OR VEHICLES?4.ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?5.IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?6.IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?7.ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?COMMENTS:Y N N/AOTHER1.IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTIONSITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?2.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?3.IS ANY DEWATERING OCCURRING ON SITE?IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOTCAUSING EROSION OR SCOUR?4.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND INACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?IF YES, DESCRIBE:5.IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROMCOMPACTION AND SEDIMENTATION?6.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OFCORRECTIVE ACTIONS:7.PROPOSED AMENDMENTS TO THE SWPPP:8.POTENTIAL AREAS OF FUTURE CONCERN:9.ADDITIONAL COMMENTSY N N/AY NREVISION SUMMARYDATEDESCRIPTION242
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
ORIGINAL ISSUE:
REVISIONS
KEY PLAN
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 architect
under the laws of the State of Minnesota
4/4/2025 4:12:49 PMT1-1
TITLE SHEET
2025-1654
Avienda
Apartments
Address (TBD)
Chanhassen, MN
CITY
SUBMITTAL
PROJECT TEAMPROJECT LOCATION
DRAWING INDEX
Avienda Apartments
Chanhassen, MN
Address (TBD)
VicinitySite Location
UNIT MIX & SQUARE FOOTAGES
OWNER/DEVELOPER:Inland Developer Partners
Tom Shaver, Partner
Jacquel Hajder, Developer
tshaver@inlanddp.com
jhajder@inlanddp.com
612-685-0826
ARCHITECT:ESG Architecture & Design
350 North 5th Street, Suite 400
Minneapolis, MN 55401
Ph: 612-339-5508
Fx: 612-339-5382
CONTRACTOR:T.B.D.
CIVIL ENGINEER:Civil Site Group
LANDSCAPE ARCHITECT:5000 Glenwood Avenue
Golden Valley, MN 55422
Ph: 6120615-0060
STRUCTURAL ENGINEER:T.B.D.
MECHANICAL ENGINEER:Design-Build
PLUMBING ENGINEER:Design-Build
ELECTRICAL ENGINEER:Design-Build
DRAWING NUMBER DRAWING NAME
CITY SUBMITTAL
T1-1 TITLE SHEET
A1-1 PARKING AND FIRST FLOOR PLAN
A1-2 TYPICAL UPPER LEVEL FLOOR PLAN
A3-1 EXTERIOR ELEVATIONS
A3-2 EXTERIOR ELEVATIONS
A3-3 EXTERIOR RENDERINGS
MARKET RATE UNITS - TOTAL
TYPE QTY AREA % BEDS
1 BR 198 709 SF ... 890 SF 48.1% 198
1 BR+D 6 1,271 SF ... 1,316 SF 1.5% 12
2 BR 144 1,058 SF ... 1,454 SF 35% 280
3 BR 16 1,518 SF ... 1,648 SF 3.9% 40
ALCOVE 40 556 SF ... 661 SF 9.7% 40
GUEST 2 477 SF 0.5% 2
STUDIO 6 456 SF 1.5% 12
TOTAL 412 100% 584
GROSS BUILDING AREA SUMMARY
LEVEL -1 180,352 SF
LEVEL 1 126,131 SF
LEVEL 2 110,758 SF
LEVEL 3 110,758 SF
LEVEL 4 110,758 SF
TOTAL AREA 638,757 SF
OCCUPANT LOAD SUMMARY
NAME TYPE AREA FACTOR
OCCUPANT
LOAD
LEVEL -1
PARKING S-2 168,648 SF 200 844
UTILITY U 8,405 SF 300 32
177,053 SF 876
LEVEL 1
THEATER A-2 755 SF 50 16
ASSEMBLY A-3 4,459 SF 15 299
BUSINESS B 2,128 SF 150 16
FITNESS E 5,646 SF 50 113
RESIDENTIAL R-2 104,272 SF 200 522
PACKAGE S-2 293 SF 300 1
MECH U 207 SF 300 2
117,761 SF 969
LEVEL 2
RESIDENTIAL R-2 107,566 SF 200 538
107,566 SF 538
LEVEL 3
RESIDENTIAL R-2 107,566 SF 200 538
107,566 SF 538
LEVEL 4
RESIDENTIAL R-2 107,566 SF 200 538
107,566 SF 538
TOTAL 617,511 SF 3459
DESIGN NARRATIVE
The proposed four-story residential building embraces a sophisticated "contemporary-
natural" design concept, balancing complementary light and dark materials to create a
striking yet harmonious aesthetic. The façade features a refined palette crisp dark standing
seam metal panels, warm natural wood, and textured stone, establishing a dynamic interplay
between warmth and contrast.
The two amenity buildings reflect high-end residential detailing and scale, echoing the
material palette of the residential structure.Clean lines, natural textures, and a
sophisticated light-dark contrast define the building’s identity, setting it apart as a modern
yet inviting residential that will compliment a variety of earth tones set in the Avienda
Master Development principals.
No. Description Date
243
178,935 SF
PARKING
233' - 8"ENTRYENTRYELEV
TRASHELEV
MOVE-INMOVE-INTRASH ELEV SERVICEMEP
MEP
1,418 SF
SERVICE pipes
SERVICEMECH LOUVER
MECH LOUVER
SERVICEELEV
UNEXCAVATED
AREA
MECHAMENITYAMENITYMECH
AMENITY
DECK/ROOF
OVER
PARKING
AMENITY
LEGEND
1 BR
1 BR+D
2 BR
3 BR
ALCOVE
AMENITY
COMMON /
CIRCULATION
SERVICE
STOR
1 BR
2 BR
1 BR
1 BR
1 BR
1 BR 2 BR
3 BR
2 BR2 BR2 BR2 BR2 BR
3 BR
1 BR1 BR1 BR1 BR
1 BR
1 BR
1 BR
2 BR
2 BR
1 BR
2 BR
ALCOVE
ALCOVE
2 BR
2 BR
1 BR+D 1 BR+D
ALCOVE
1 BR
ALCOVE 1 BR 1 BR 1 BR 1 BR 1 BR 1 BR ALCOVE
2 BR
1 BR
1 BR
1 BR
1 BR
2 BR
2 BR
1 BR+D
GUEST1 BR+D
1 BR
2 BR
ALCOVE
ALCOVE
2 BR
2 BR
3 BR 2 BR 2 BR 2 BR 1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 2 BR
3 BR
ALCOVE
2 BR
1 BR
1 BR
1 BR
2 BR
1 BR
1 BR+D1 BR+D
2 BR
2 BR
1 BR
1 BR
1 BR
1 BRALCOVE1 BR1 BR1 BR
GUEST1 BR1 BR1 BRALCOVE1 BR
1 BR
1 BR
1 BR
2 BR
2 BR
1 BR
AMENITY
DECK/ROOF
OVER
PARKING
EXIT
EXIT
EXIT
EXIT
PET PARK
PET PARKMONUMENT SIGN
TRANSFORMER MAIN ENTRYTRANSFORMER
TRANSFORMER
TRANSFORMER
AMENITY
COURTYARD
(ON GRADE)
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
EXIT
PARKING ENTRY BELOWPARKING ENTRY BELOWMOVE-IN BELOWMOVE-IN BELOWPLAN
NORTH
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
ORIGINAL ISSUE:
REVISIONS
KEY PLAN
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 architect
under the laws of the State of Minnesota
4/4/2025 1:58:27 PMA1-1
PARKING AND FIRST
FLOOR PLAN
2025-1654
04/01/25
Avienda
Apartments
Address (TBD)
Chanhassen, MN
CITY
SUBMITTAL
1" = 40'-0"A1-1
1 LOWER PARKING FLOOR PLAN
1" = 40'-0"A1-1
2 FIRST FLOOR PLAN
PARKING SUMMARY
STALL TYPE COUNT
EXTERIOR PARKING
60 DEG. (10x18) 32
ADA 4
STANDARD (9x18) 107
143
GARAGE PARKING
ADA 8
ADA - VAN 2
COMPACT (8x18) 8
COMPACT (9x16) 2
STANDARD (9x18) 472
492
PROOF OF PARKING
STANDARD/ANGLED 101
101
TOTAL STALLS: 736
No. Description Date
244
1 BR
2 BR
1 BR
1 BR
1 BR
1 BR
2 BR
3 BR2 BR2 BR2 BR2 BR2 BR
3 BR
1 BR1 BR1 BR1 BR
1 BR
1 BR
1 BR
2 BR
2 BR
1 BR
2 BR
ALCOVE
ALCOVE
2 BR
2 BR
2 BR 2 BR
LEGEND
1 BR
2 BR
3 BR
ALCOVE
COMMON / CIRCULATION
SERVICE
STOR
STUDIO
ALCOVE
1 BR
ALCOVE 1 BR 1 BR 1 BR 1 BR 1 BR 1 BR ALCOVE
2 BR
1 BR
1 BR
1 BR
1 BR
2 BR
2 BR
2 BR
STUDIO2 BR
1 BR
2 BR
1 BR
2 BR
ALCOVE
ALCOVE
2 BR
2 BR
3 BR 2 BR 2 BR 2 BR 1 BR 1 BR 1 BR 1 BR 2 BR 2 BR 2 BR
3 BR
ALCOVE
2 BR
1 BR
1 BR
1 BR
2 BR
1 BR
2 BR2 BR
2 BR
2 BR
1 BR
1 BR
1 BR
1 BRALCOVE1 BR1 BR1 BR
1 BR
1 BR1 BR1 BRALCOVE1 BR
1 BR
1 BR
1 BR
2 BR
2 BR
1 BR
2 BR
STUDIO8:128:128:128:125:125:12PLAN
NORTH
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
ORIGINAL ISSUE:
REVISIONS
KEY PLAN
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 architect
under the laws of the State of Minnesota
4/4/2025 1:58:30 PMA1-2
TYPICAL UPPER LEVEL
FLOOR PLAN
2025-1654
04/01/25
Avienda
Apartments
Address (TBD)
Chanhassen, MN
CITY
SUBMITTAL
1" = 40'-0"A1-2
1 TYPICAL UPPER LEVEL FLOOR PLAN
1" = 40'-0"A1-2
2 ROOF PLAN
No. Description Date
245
LEVEL 1
100' - 0"
LEVEL 2
110' - 8"
LEVEL 3
121' - 4"
LEVEL 4
132' - 0"
ROOF DECK
142' - 8"
LEVEL -1
88' - 0"10' - 8"10' - 8"10' - 8"10' - 8"12' - 0"16' - 1"11' - 3"10' - 0"1 2 43 5 6 7 8 910101112125212
STEEL PROTRUDING WINDOW
BOX (TYPICAL 8 LOCATIONS)
BLACK METAL ROOF COPING, TYP
5' - 0"6' - 6"8' - 4"7' - 2"8' - 0"6' - 6"10" +/-
48" FRAME EXTRUSION,
MAT'L ON INSIDE FACE7
LEVEL 1
100' - 0"
LEVEL 2
110' - 8"
LEVEL 3
121' - 4"
LEVEL 4
132' - 0"
ROOF DECK
142' - 8"
LEVEL -1
88' - 0"
LEVEL 1
100' - 0"
LEVEL 2
110' - 8"
LEVEL 3
121' - 4"
LEVEL 4
132' - 0"
ROOF DECK
142' - 8"
LEVEL -1
88' - 0"
LEVEL 1
100' - 0"
LEVEL 2
110' - 8"
LEVEL 3
121' - 4"
LEVEL 4
132' - 0"
ROOF DECK
142' - 8"
LEVEL -1
88' - 0"
1
PROTECT WINDOW GLASS ON INTERIOR (GYMNASIUM)
63 5
1 PREMIUM VERTICAL WOOD-LIKE SIDING: SHOU
SUGI BAN FINISH
STANDING SEAM METAL ROOFING AND SIDING
MATERIAL: CHARCOAL FINISH
ALUMINUM STOREFRONT WINDOWS: BLACK
ANODIZED FINISH, CLEAR GLASS
CAST STONE MASONRY: BUFF FINISH
ARCHITECTURAL WALLBOARD, SMOOTH
PANEL: WARM GRAY/WHITE FINISH
ARCHITECTURAL SIDING, VERTICAL LAP: WARM
DARK DRAY FINISH
PREMIUM VERTICAL WOOD-LIKE SIDING: WARM
WOOD FINISH
MASONRY LIKE WALL MATERIAL, BASE: DARK
MASONRY LIKE WALL MATERIAL, BASE: TAN
VINYL RESIDENTIAL WINDOWS AND DOORS:
BLACK EXTERIOR FINISH
ALUMINUM HUNG BALCONIES: BLACK
ANODIZED FINISH
WALL GRILLES TO MATCH ADJACENT WALL
FINISH
2
3
4
5
CONCEPT MATERIAL KEY
6
7
8
9
10
11
12
250' - 0"
19' - 5"
30' - 5"6' - 0"VIEWPOINT TAKEN FROM A POINT 250' AWAY FROM THE EDGE OF
THE BUILDING, 6'-0" UP FROM AN ASSUMED ELEVATION OF 919.0'.
THERE ARE NO PROPERTY LINES FURTHER THAN 250'-0".
PARAPET ASSUMED AT 30" MINIMUM. TALLER PARAPETS WILL
PROVIDE BETTER COVERAGE.
ROOFTOP EQUIPMENT MEASURING 4'-0" HIGH OR LESS (FROM
ROOFDECK) WILL BE PLACED 8'-5", OR BEYOND, FROM THE OUTSIDE
FACE OF PARAPET.
ROOFTOP EQUIPMENT MEASURING 6'-0" HIGH OR LESS (FROM
ROOFDECK) WILL BE PLACED 19'-5", OR BEYOND, FROM THE
OUTSIDE FACE OF PARAPET.
ROOFTOP EQUIPMENT MEASURING 8'-0" HIGH OR LESS (FROM
ROOFDECK) WILL BE PLACED 30'-5", OR BEYOND, FROM THE
OUTSIDE FACE OF PARAPET.
ALL OTHER ROOFTOP EQUIPMENT WILL BE PLACED BELOW THE
LINE OF SITE SHOWN ON THIS DIAGRAM, OR PROPERLY SCREENED
PER THE APPLICABLE ORDINANCE.
8' - 5"4' - 0"6' - 0"8' - 0"1" = 30'-0"A3-1
1 EAST ELEVATION
1" = 30'-0"A3-1
2 NORTH ELEVATION
1" = 30'-0"A3-1
3 SOUTH ELEVATION
1" = 30'-0"A3-1
4 WEST ELEVATION
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
ORIGINAL ISSUE:
REVISIONS
KEY PLAN
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 architect
under the laws of the State of Minnesota
4/4/2025 1:58:33 PMA3-1
EXTERIOR ELEVATIONS
2025-1654
Avienda
Apartments
Address (TBD)
Chanhassen, MN
CITY
SUBMITTAL
1" = 30'-0"A3-1
5 ROOFTOP MECHANICAL VIEW ANGLE
No. Description Date
246
LEVEL 1
100' - 0"
LEVEL 2
110' - 8"
LEVEL 3
121' - 4"
LEVEL 4
132' - 0"
ROOF DECK
142' - 8"
LEVEL -1
88' - 0"
1 2 43 4 7 5 6 10 10 2 711
STEEL PROTRUDING WINDOW
BOX (TYPICAL 6 LOCATIONS)
48" FRAME EXTRUSION,
MAT'L ON INSIDE FACE7
10" +/-
LEVEL 1
100' - 0"
LEVEL 2
110' - 8"
LEVEL 3
121' - 4"
LEVEL 4
132' - 0"
ROOF DECK
142' - 8"
LEVEL -1
88' - 0"
LEVEL 1
100' - 0"
LEVEL 2
110' - 8"
LEVEL 3
121' - 4"
LEVEL 4
132' - 0"
ROOF DECK
142' - 8"
LEVEL -1
88' - 0"
LEVEL 1
100' - 0"
LEVEL 2
110' - 8"
LEVEL 3
121' - 4"
LEVEL 4
132' - 0"
ROOF DECK
142' - 8"
LEVEL -1
88' - 0"
1 2 43
48" FRAME EXTRUSION,
MAT'L ON INSIDE FACE7
10" +/-
1 5 6 2
COVERED PATIO SCREEN PORCH
10 11 7
12x8 AT-GRADE PATIOS AT L1 COURTYARD (TYP)
1 PREMIUM VERTICAL WOOD-LIKE SIDING: SHOU
SUGI BAN FINISH
STANDING SEAM METAL ROOFING AND SIDING
MATERIAL: CHARCOAL FINISH
ALUMINUM STOREFRONT WINDOWS: BLACK
ANODIZED FINISH, CLEAR GLASS
CAST STONE MASONRY: BUFF FINISH
ARCHITECTURAL WALLBOARD, SMOOTH
PANEL: WARM GRAY/WHITE FINISH
ARCHITECTURAL SIDING, VERTICAL LAP: WARM
DARK DRAY FINISH
PREMIUM VERTICAL WOOD-LIKE SIDING: WARM
WOOD FINISH
MASONRY LIKE WALL MATERIAL, BASE: DARK
MASONRY LIKE WALL MATERIAL, BASE: TAN
VINYL RESIDENTIAL WINDOWS AND DOORS:
BLACK EXTERIOR FINISH
ALUMINUM HUNG BALCONIES: BLACK
ANODIZED FINISH
WALL GRILLES TO MATCH ADJACENT WALL
FINISH
2
3
4
5
CONCEPT MATERIAL KEY
6
7
8
9
10
11
12
1 2 3 4 5 6 7 8 9 10
11
12
Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
ORIGINAL ISSUE:
REVISIONS
KEY PLAN
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 architect
under the laws of the State of Minnesota
4/4/2025 1:58:36 PMA3-2
EXTERIOR ELEVATIONS
2025-1654
Avienda
Apartments
Address (TBD)
Chanhassen, MN
CITY
SUBMITTAL
1" = 30'-0"A3-2
1 EAST COURTYARD ELEVATION
1" = 30'-0"A3-2
2 NORTH COURTYARD ELEVATION (SOUTH COURTYARD SIMILAR, MIRRORED)
1" = 30'-0"A3-2
3 SOUTH COURTYARD ELEVATION TOWER ENDS (NORTH COURTYARD TOWER ENDS SIMILAR, MIRRORED)
1" = 30'-0"A3-2
4 WEST COURTYARD ELEVATION
1" = 1'-0"A3-2
5 Material Samples
No. Description Date
247
Signature
Typed or Printed Name
License #Date
PROJECT NUMBER
ORIGINAL ISSUE:
REVISIONS
KEY PLAN
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 architect
under the laws of the State of Minnesota
4/4/2025 4:07:15 PMA3-3EXTERIOR RENDERINGS
2025-1654
Avienda
Apartments
Address (TBD)
Chanhassen, MN
CITY
SUBMITTAL
No.Description Date
PANORAMA LOOKING WEST
FRONT ENTRYFRONT ENTRY
PANORAMA LOOKING EAST
PLEASE NOTE: ALL RENDERINGS SHOW DESIGN CONCEPT ONLY. PLEASE REFERENCE DRAWINGS SHEETS FOR DETAILS.
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Application: Preliminary Plat & Site Plan Review.
(Planning Case #2025-08)
Staff Report Date: June 18, 2025
Drafted By: Rachel Arsenault, Associate Planner
Joe Seidl, Water Resources Engineer
Mackenze Grunig, Project Engineer
Planning Commission Reviewed: June 3, 2025
City Council Review Date: June 23, 2025
SUMMARY OF REQUEST: The Applicant is requesting preliminary plat approval and site plan
review of a 412-unit multi-family apartment project.
LOCATION: Lyman & Powers Intersection
PID: 250910040
APPLICANT: Inland Developer Partners and
Level 7 Development LLC
PROPERTY OWNER: Level 7 Development LLC
PRESENT ZONING: Planned Unit Development (PUD)
2040 LAND USE PLAN: Commercial
SITE PLAN ACREAGE: 11 Acres
SITE PLAN DENSITY: 37.45 Units/Acre
PROPOSED MOTION:
“The Chanhassen City Council approves the requested preliminary plat, and site plan review for
the 412-unit Avienda Apartments subject to the conditions of approval and adopts the attached
Findings of Fact and Decision.”
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LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The city’s discretion in approving or denying a preliminary plat is limited to whether or not the
proposed plat meets the standards outlined in the Subdivision Regulations and Zoning
Ordinance. If it meets these standards, the city must approve the preliminary plat. This is a
quasi-judicial decision.
The city’s discretion in approving or denying a site plan is limited to whether or not the
proposed project complies with zoning ordinance requirements. If it meets these standards, the
city must then approve the site plan. This is a quasi-judicial decision.
COMMUNITY ENGAGEMENT
Notice of the public hearing at Planning Commission was mailed to all property owners within
500 feet.
The applicant held a neighborhood meeting on March 25, 2025. This neighborhood meeting
was conducted entirely by the Applicant to gather feedback from adjacent property owners
prior to development application. The development application went to Planning Commission
for public hearing on June 3, 2025.
APPLICABLE REGULATIONS
Chapter 18, Subdivision
Chapter 20, Article II, Division 6, Site Plan Review
Chapter 20, Article 20-XXIII, Division 20-XXIII-9 Design Standards for Multifamily Developments
Avienda Planned Unit Development - PUD Ordinance Number 696
PROPOSAL/SUMMARY
The Applicant is proposing the subdivision of a 35.34-acre property to plat an 11-acre lot for the
construction of a 412-unit multi-family apartment building.
BACKGROUND
The Avienda Development PUD was originally approved in 2020. The PUD was amended 2021
and given final plat for 6 outlots and right of way for Bluff Creek Boulevard, Avienda Parkway
and Sunset Trail. The PUD was amended again in 2022. The first phase of the project to be
developed under the 2022 revision of the PUD was the townhomes along the western border of
the development. The rowhomes west of this apartment proposal have received final plat
approval and are in the process of recording.
PRELIMINARY PLAT REVIEW
The preliminary plat as shown would subdivide the subject property into one lot and one
outlot. Lot 1, Block 1 would be 11.03 acres and consist of the 412-unit apartment building.
Outlot A would be 24.31 acres and future development of this lot would require replatting and
development based on the approved Avienda Planned Unit Development (PUD).
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The Avienda PUD allows for up to 768 total housing units within the development. To date, the
city has approved 39 detached townhomes, 53 rowhomes, and now this apartment proposal
with a total of 412 units. If approved, that would mean that within the remainder of Avienda, a
total of 264 additional residential units could still be built.
The PUD allows for an apartment building within this district of Avienda of up to 415 un its. The
proposed apartment of 412 units is consistent with the Avienda PUD.
SITE PLAN REVIEW
Parking
City code section 20-1124 establishes the minimum number of parking spaces required to be
provided for multifamily housing development projects. Based on the project as proposed, a
minimum of 726 parking spaces are required, 412 of which are required to be enclosed garage
parking.
The project proposes 492 underground garage parking spaces that span between the two wings
of the building and below the courtyard. Additionally, 143 outdoor parking spaces are shown.
The Developer has provided proof of parking for an additional 101 outdoor parking spaces. This
comes to a grand total of 736 parking spaces, 635 of those parking spaces to be constructed
with the apartment building.
City Code section 20-1124 (a, 5) allows for an applicant to request a reduction in the required
number of parking spaces constructed with the initial development, with a future proof of
parking plan and documented parking demand for similar developments. The plan must show
the location for all minimum required parking spaces in conformance with applicable setba ck
requirements. The city shall require the installation of additional parking spaces if additional
parking is deemed necessary at the sole discretion of the City Council . This requirement will be
memorialized within the development contract.
Unit Type Parking Required By Unit Type
Studio/Alcove 48
1 Bedroom 255
2 Bedroom or greater 320
Required Guest Parking 103
Parking Required Parking Shown
Total Covered Underground Spaces 412 492
Outdoor Surface Parking Spaces 143
Total Parking Spaces Shown 726 736*
*Proof of parking 101 spaces
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Site furnishing
The project as proposed shows sidewalks around the building and on property lines where
future connectivity will be important. As a part of a larger regional lifestyle development
pedestrian connectivity is of high importance as a public amenity. The Developer will provide an
access easement for the general public to use the trail that surrounds the property. The site
also includes two pet parks, one each on the north and south ends of the property. At the
center of the proposed building is approximately a 2.5-acre private courtyard containing a pool
& spa, putting greens, open green space, fire pits, outdoor kitchens, lounge areas, garden, and
paths.
On the exterior of the building, the Developer shall provide at least four benches along the
meandering walking paths, in locations reviewed and approved by city staff.
Loading, mechanical, and refuse areas
Garbage & recycling services, move-in docks, and mechanical shall be located inside the garage.
Additional mechanical equipment will be roof mounted and screened by the parapet roof based
on the rooftop mechanical view angle diagram showing the setback distance required for the
screening various equipment height.
Lighting
Wall-mounted lighting in commercial, industrial, and institutional districts shall be shielded with
a total cutoff angle equal to or less than 90 degrees. Fixture height shall not exceed 30 feet.
Fixtures are shown at a height of 20 feet which adheres to City Code. Shop drawings shall be
provided to show proposed fixtures. Lighting on the building faces shall also be restricted to
having a total cutoff angle equal to or less than 90 degrees.
Signage
The plans provided do not depict signage on the site. Signage for the property shall comply with
the PUD requirements for the Avienda development and all other applicable regulations to the
site. Sign permits will be required to be applied for and approved at the time of building
permit.
Hard Surface Coverage
The Avienda development has a maximum hard surface coverage of 70% for the overall
development. The Avienda Apartments proposes 72.8% hard surface coverage for this
proposed development. The 2.8% hard cover will have to be taken into consideration for
development of other parcels within Avienda.
BUILDING ARCHITECTURAL REVIEW
Required Architectural Standards
Based on the Planned Unit Development the site development, streetscape character, building
placement, pedestrian realm, material expression and color, stormwater utilization, building
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interest, lighting and walking paths shall be consistent with the Avienda Development
Guidelines Dated September 8, 2022.
Architectural Style
The Avienda design guidelines emphasize timeless features & forms, earth tones color palette,
safe transportation options, community gathering, resilient plantings, and responsible use of
resources. The design guidelines recommend variety of scale, high-quality native materials, and
a focus on street level experience. Mechanical equipment must be screened to the highest
standard with design that ties into the rest of the site.
Massing and Placement
The building is broken into four main areas, two U-shaped wings of apartments, interconnected
with two amenity buildings located on the east and west side of the property. The amenity
spaces provide a relief in the height of the building as well as a design focal point with the
modern-simplistic house shape. The U-shaped wings of apartments connect through a single-
story segment to the amenity spaces. The design uses undulation, recessing, materials, and
small changes in height to break up the massing.
Elevations
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Materials and Color
A variety of materials are proposed for the building including vertical wood, metal, cast stone
masonry, smooth panels, vertical lap siding, and masonry like material. The Avienda design
guidelines suggest materials like brick, natural stone, copper metal, specialty concrete, texture
concreate panels, ornamental metal, architectural rockface CMU, masonry stucco, wood, and
EIFS. The materials proposed are similar to and some the same as the suggested.
The colors proposed are neutral including grays, black, tan, and brown. Avienda’s design driver
is a color palette drawn from earth tones and natural elements. The color palette shall be
reviewed by City Council to determine if the proposed sufficiently aligns with the design
guidelines.
ENVIRONMENTAL PROTECTION DISTRICTS
Wetland Protection – Not applicable.
Bluff Protection – Not applicable.
Shoreland Management – Not applicable.
Floodplain Overlay – Not within FEMA Flood Zones 2018.
SUBDIVISION REVIEW
There is one lot proposed in this subdivision; this lot is currently an outlot that requires re-
platting to be buildable. The square footage of the proposed lot exceeds the minimum
requirement of 10,000 square feet, as well as the required depth and width of 100 feet. The
proposed parcel is 480,542 square feet, 518.6 feet wide, and 815.3 feet deep.
LANDSCAPING
The landscaping design provides berms covered in natural no-mow fescue grass seed mix,
adding to the prairie element of landscape design seen in Avienda renderings. This adds a
passive green space between the pedestrian connectivity, creating a broader benefit to Avienda
as a whole.
PROJECT OVERVIEW – ENGINEERING AND WATER RESOURCES
The Applicant is requesting preliminary plat approval and site plan review of a 412 -unit multi-
family apartment project located within the Avienda Development. Construction plans and
Stormwater Reports developed by Civil Site Group dated April 18, 2025 were reviewed by staff.
The proposed design would create 8 acres of new impervious area in the form of a large
apartment building, parking lots, sidewalks, and streets. Stormwater is proposed to be
managed by an underground vault system and by the best management practices outlined in
the Avienda Regional Stormwater Plan developed by Landform dated April 18, 2025 which was
also reviewed by staff.
GRADING & DRAINAGE
The project site consists of one parcel and is located off of Avienda Parkwa y south of Lyman
Blvd and west of Powers Blvd. The project site is an empty lot that includes a temporary holding
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basin which provides rate control for offsite drainage. The outlet for this temporary basin flows
north into the Bluff Creek Watershed. The remaining existing grading on site flows east as part
of the Lake Susan Watershed. The site is a part of the Avienda master stormwater plan dated
April 18, 2025. The overall stormwater management for the Avienda development was
conditionally approved in the master stormwater plan by the watershed district but has not
received approval from the city. Since its initially conditional approval the master stormwater
plan has been modified. It is critical that the Avienda Apartments site plan, master stormwater
plan, and any future site plan in the Avienda Development are all updated to show that the
designs work together. As such the applicant shall submit an updated stormwater master plan
with the Avienda Apartments final plat submittal. Both plans must meet all applicable rules
form the city and watershed district.
In the proposed conditions, the site would be mass graded, and an apartment complex with
parking and drive areas are proposed to be built on site. The site will maintain drainage
patterns similar to the existing conditions. The temporary rate control basin is proposed to be
altered to an underground rate control basin and outlet to the north through a 24” HDPE pipe
and outlet control structure into the Bluff Creek Watershed in line with the Avienda ma ster
stormwater management plan. The proposed apartments and corresponding parking and drive
areas are proposed to be routed through storm sewer into a basin offsite to the east. The basin
is located east of the apartments and east of a retail area. The basin is proposed to be used as a
source water for a reuse system in the future full buildout condition.
The applicant should modify the plans to reflect the alternate conditions submitted which
included a stormwater pond further to the east on the Avienda site. This basin is located east of
the apartments and east of the retail area. The plans previously submitted reflect a basin
located in the retail area instead.
SANITARY SEWER AND WATERMAIN
The applicant is proposing the construction of 8” PVC mains for the sanitary sewer and water
needs of the subdivision. Avienda Apartment utility plans do indicate that the extension of 8”
PVC C900 is planned for. Plans that illustrate the profile of the utilities, along with their size and
material, are required for review and approval prior to final plat approval. The final
construction plans must be approved prior to recording of the final plat. All sanitary sewer and
water mains will be publicly owned and maintained after acceptance of the public
improvements by the City Council.
EROSION CONTROL
The proposed development will impact one (1) acre of disturbance and will, therefore, be
subject to the General Permit Authorization to Discharge Stormwater Associated with
Construction Activity Under the National Pollution Discharge Elimination/State Disp osal System
(NPDES Construction Permit). A Surface Water Pollution Prevention Plan (SWPPP) was included
in the preliminary plat submittal. The SWPPP is a required submittal element for final plat
review along with the Erosion and Sediment Control Plan (ESCP) in accordance with Section 19-
145 of City Ordinance. No earth disturbing activities may occur until an approved SWPPP is
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developed. This SWPPP shall be a standalone document consistent with the NPDES
Construction Permit and shall contain all required elements of the permit. The SWPPP will
need to be updated as the plans are finalized, when the contractor and their sub -contractors
are identified and as other conditions change. An approved SWPPP shall be submitted prior to
recording the final plat. All erosion control shall be installed and inspected prior to initiation of
site grading activities.
STORM WATER MANAGEMENT
Article VII, Chapter 19 of City Code describes the required stormwater management
development standards. Section 19-141 states that “these development standards shall be
reflected in plans prepared by developers and/or project proposers in the design and layout of
site plans, subdivisions and water management features.” These standards include abstraction
of runoff and water quality treatment resulting in the removal of 90% total suspended solids
(TSS) and 60% total phosphorous (TP). The proposed project is located within the Riley
Purgatory Bluff Creek (RPBCWD) and is therefore subject to the watershed’s rules and
regulations. A RPBCWD permit will be required for final plat approval. The regional stormwater
management plan for Avienda was conditionally approved by RPBCWD on 01/08/2025 but that
approval requires individual sites obtain separate permits from the watershed district as the y
develop in line with the 2024-078 RPBCWD permit.
The site is proposing to meet rate control, water quality, and volume abstraction through a
regional stormwater reuse system and Jellyfish structure. However, additional information,
including an up-to-date survey, is needed to confirm these systems are currently in place or will
be constructed as part of this development. If these are not currently in place or proposed to be
constructed as part of the development, the applicant will need to demonstrate c ompliance
with RPBCWD and the City’s stormwater management requirements during the interim
condition. If water reuse is proposed to meet requirements, additional information on the
irrigation area and water balance shall be submitted for review with the final plat submittal.
The proposed design does not account for the temporary condition when the temporary rate
control basin is removed and before the permanent underground basin would be installed. The
applicant should create a site condition to maintain rates going to Bluff Creek Watershed during
the interim condition.
The site is proposed to be routed to the pond through storm sewer. The applicant should
update storm sewer sizing and routing to reflect the alternate condition proposed.
RECOMMENDATION
Planning Commission recommends approval of the requested preliminary plat and site plan for
the construction of the project as proposed, subject to updating of plans based on staff review
comments.
APPLICATION REVIEW COMMENTS
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PLANNING:
1. Developer shall provide sidewalk in the following locations: alongside the east property
line from the north property line to the south property line , the west side of the
driveway entrance on the south-east end of the property to connect to the south-east
corner of the building, and the South end of the building connecting the proposed to the
path on the west side of the building. Condition met and updated.
2. Private sidewalks along the exterior of the proposed building shall be encumbered with
a public access easement.
3. All lighting shall have a total cutoff angle equal to or less than 90 degrees.
4. Developer shall add four benches, each measuring at least 48” in width, along the
meandering path around the exterior of the proposed building. Developer to propose
location of those benches for city approval.
5. Developer shall provide a documented parking demand summary on a similar unit count
multi-family project for the proof of parking.
6. Developer shall provide measurements of what materials in the courtyard count
towards the hard cover calculations on the submitted plans.
7. Developer shall incorporate natural stone on all public-facing exterior elevations of the
proposed building per the Avienda Design Guidelines recommended class I materials.
8. The Development Agreement shall include that the Developer unconditionally
guarantees to the City that it shall construct additional parking spaces upon the Subject
Property in accordance with the zoning ordinance and the future Development
Agreement if the parking demand for the Subject Property exceeds the actual on-site
parking supply.
FORESTRY
1. Planting plan shall adhere to the city ordinance for species diversity as outlined in city
code section 20-1183. Tree Diversity. No more than ten percent of the trees may be
from any one tree species, no more than 20 percent of the trees may be from any one
genus, and no more than 30 percent of trees from any one family.
ENGINEERING:
1. The developer shall enter into Encroachment Agreements for private improvements
(e.g., retaining walls and monument signage) located within the 10-foot-wide public
drainage and utility corridor abutting Avienda Parkway right -of-way prior to issuance of
building permits.
2. Any previously recorded easements located within proposed public right -of-way or
proposed public drainage and utility easements must be vacated prior to or
concurrently with the final plat.
3. The applicant and their Engineer shall work with city staff in amending the construction
plans, dated April 4th, 2025 prepared by Matthew Pavek, PE with Civil Site Group, to
fully satisfy construction plan comments and concerns. Final construction plans will be
subject to review and approval by staff prior to recording of the final plat.
4. All newly constructed streets and sidewalks will be privately owned and maintained.
The developer shall provide for review and approval maintenance agreements for these
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improvements, as well as cross-access/parking agreements for the shared parking, prior
to or concurrently with the recording of the final plat.
5. Construction design elements associated with the street plans such as stationing, curb
tables and alignments, centerline grades, and intersection details will be required prior
to final plat approval.
6. All sanitary sewer and water mains will be publicly owned and maintained after
acceptance of the public improvements by the City Council. These utilities shall be
covered by a Drainage and Utility Easement which shall be large enough for the owner
to own and maintain.
7. The applicant will be required to enter into a Development Contract with the City and all
applicable securities and fees provided prior to recording of the final plat.
8. It is the applicant’s responsibility to ensure that permits are received from all other
agencies with jurisdiction over the project (i.e. Army Corps of Engineers, DNR, MnDOT,
Carver County, RPBC Watershed District, Board of Water and Soil Resources, PCA, MDH,
MPCA, etc.).
9. The developer shall incorporate the latest City Detail Plates and Specifications into the
Final Plat application.
10. At all locations where the proposed trail and sidewalk connect to existing pedestrian
facilities, verify that the existing conditions meet current ADA standards.
11. Provide pedestrian ramps at all sidewalk and trail street crossings in accordance with
ADA and City standards.
12. Sidewalks must be a minimum of 5 feet wide, and City trails must be a minimum of 8
feet wide.
13. Provide a schedule for all “Work By Others.” These improvements must be completed
prior to the issuance of building permits, as the associated utilities are integral to the
Avienda Apartments project.
14. Several surface grading issues are noted where proposed contours do not tie into
existing grades. Please review and revise accordingly.
15. Per typical City design standards, sanitary sewer should be located in the center of the
roadway, with watermain offset by 10 feet from the sanitary sewer.
16. City Standard Detail Plates shall be included in the construction plan set and displayed in
a layout format of 2 rows by 4 columns for consistency with City expectations.
WATER RESOURCES:
1. The developer shall enter into a development contract with the City and provide
necessary financial security to guarantee compliance with the terms of subdivision
approval and construction of infrastructure onsite. The Development contract shall be
recorded concurrently with the final plat.
2. It is the developer’s responsibility to ensure that permits are received from all other
agencies with jurisdiction over the project (i.e. Carver County, RPBCWD, Board of Water
and Soil Resources, MnDOT, etc.) prior to the commencement of construction activities.
3. The applicant shall provide an updated survey to verify the current conditions of the site
as part of the final plat application.
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4. The applicant shall provide an updated set of master stormwater plans to verify the
design of the Avienda Apartment site works with the overall stormwater build out. The
updated plans shall be submitted as part of the final plat application.
5. The developer and their Engineer shall work with City staff in amending the construction
plans, dated April 18, 2025 prepared by Civil Site Group, to fully satisfy construction plan
comments and concerns. Final construction plans will be subject to review and approval
by staff prior to recording final plat.
6. An analysis of stormwater treatment shall be submitted with the final plat application
that verifies that the design meets the temporary and proposed conditions for the site
for both the rate control basin and the stormwater reuse basin. The water quality
approved for the site by the Watershed shall be constructed with the d evelopment or
confirmed that it has been installed by the Master Plan, or a temporary condition shall
be installed to meet the requirements.
7. An Operations and Maintenance plan for all proposed private BMPs including the
inspection frequency, maintenance schedule, and responsible party shall be submitted
with the final plat application.
8. The applicant shall revise the design to reflect storm sewer sizing and outletting to the
basin located in the alternate exhibit.
9. The applicant shall provide updated H&H and water quality modelling with the final plat
submittal.
10. The overall site has an approved permit by the watershed district that conditions
individual sites obtain their own permits. The applicant shall secure conditional approval
from the watershed district prior to submitting the final plat application to the City.
Verification of conditional approval shall be provided with the final plat application.
11. The applicant shall design the site to meet the conditions outlined in the master
stormwater plan that was approved by the Watershed District. There is no analysis on
the time between removing the temporary basin on site and installing the underground
rate control basin. If the applicant determines a temporary condition must be used, an
analysis of the temporary condition must be submitted or an analysis on the temporary
affect on the site before the underground basin is installed.
BUILDING:
1. The developer must submit a list of proposed street names for review and approval
prior to final plat of the property.
2. A building permit must be obtained before beginning any construction.
3. Building plans must be prepared and signed by design professionals licensed in the State
of Minnesota.
4. Building plans must provide sufficient information to verify that proposed building
meets all requirements of the Minnesota State Building Code, additional comments or
requirements may be required after plan review
5. The building is required to have automatic fire extinguishing systems.
6. Structure proximity to property lines (and other buildings) will have an impact on the
code requirements for the proposed buildings, including but not limited to; allowable
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size, protected openings and fire-resistive construction. These requirements will be
addressed when complete building and site plans are submitted.
7. Building plans must include a code analysis that contains the following information: Key
Plan, Occupancy group, Type of construction, Allowable height and area, Fire sprinklers,
Separated or non-separated, Fire resistive elements (Ext walls, Bearing walls - exterior
or interior, Shaft, Incidental use), Occupant load, Exits required (Common path, Travel
distance), Minimum plumbing fixture count
8. Retaining walls (if present) more than four feet high, measured from the bottom of the
footing to the top of the wall, must be designed by a professional engineer and a
building permit must be obtained prior to construction. Retaining walls (if present)
under four feet in height require a zoning permit.
9. Accessibility will have to be provided to all portions of the development and a
percentage of the units may also be required to be accessible or adaptable in
accordance with Minnesota State Building Code Chapter 1341. Further information is
needed to determine these requirements.
10. A final grading plan and soils report must be submitted to the Inspections Division
before building permits will be issued.
FIRE
1. Based on lack of rear property line access to install a proper fire access road, the
balconies must be sprinkled, unless the balcony structures remain under the required
size by fire code and non-combustible materials for balconies and siding is used. Due to
lack of courtyard access, stand pipe connections shall be provided near the pool deck for
faster hose advancement capability.
2. The north fire apparatus turn around does not meet code, needs to be widened to 70
feet. The measurement needs to be north to south, not east to west.
3. Confirming that the fire apparatus turning study was done with our fire truck
dimensions – Ladder Truck? If not, will need to redo the fire apparatus turn around
study with our truck dimensions.
4. Due to lack of fire access road on west side and access to pool deck, we will require
further placement of fire stand pipes in and around the pool area and rear of building.
Will work with fire sprinkler designer for install.
5. FDC location is acceptable but should be aware that in order to hook to this location,
hoses will most likely damage vehicles if parked in front. Usually, a property will stripe
the parking spots in front of the access for an FDC if it is too close to vehicles.
6. First responder radio coverage study required. At some point during construction,
testing is required to be completed by a licensed contractor to provide for a first
responder radio signal repeater system. Required by MN Fire Code.
7. EC Charging stations – all EV charging stations in underground garages will be required
to be placed as close to the garage doors as possible for removal in case of a fire.
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CITY OF CHANHASSEN
CARVER AND HENNEPIN COUNTIES, MINNESOTA
FINDINGS OF FACT
AND DECISION
IN RE: Application of Inland Developer Partners and Level 7 Development LLC, for a
preliminary plat and site plan review.
On June 3, 2025, the Chanhassen Planning Commission met at its regularly scheduled meeting to
consider the application for site plan review and subdivision of a 35.34-acre property to plat an 11-
acre lot for the construction of a 412-unit multi-family apartment building. The Planning
Commission conducted a public hearing on the proposed preliminary plat and site plan review
preceded by published and mailed notice. The Planning Commission heard testimony from all
interested persons wishing to speak and recommended approval of the preliminary plat, and site
plan, based upon the city ordinances in effect at the time.
On June 23, 2025, the City Council met at its regularly scheduled meeting to consider the
preliminary plat and site plan review. Based on the preliminary plat and site plan review
applications before the City Council, the City Council makes the following:
FINDINGS OF FACT
1. On April 18, 2025 the City received a land use application for the property legally described
in attachment Exhibit A for the following:
A. A preliminary plat subdivision for an 11-acre lot for multi-family construction.
B. A site plan review for the construction of a 412-unit apartment building.
2. The property is currently zoned Planned Unit Development PUD.
3. The property is guided by the Land Use Plan for Commercial.
PRELIMINARY PLAT FINDINGS
4. The Subdivision Ordinance directs the City Council to consider seven possible adverse
effects of the proposed subdivision. The seven effects and our findings regarding them are:
a. The proposed subdivision is consistent with the zoning ordinance;
Finding: The subdivision meets all the requirements of the Planned Unit Development
and the zoning ordinance if the conditions of approval are met.
b. The proposed subdivision is consistent with all applicable city, county and regional plans
including but not limited to the city's comprehensive plan;
Finding: The proposed subdivision is consistent with the Comprehensive Plan and
subdivision ordinance if the conditions of approval are met.
c. The physical characteristics of the site, including but not limited to topography, soils,
vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and stormwater
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drainage are suitable for the proposed development;
Finding: The proposed site is suitable for development subject to the conditions specified
in this report.
d. The proposed subdivision makes adequate provision for water supply, storm drainage,
sewage disposal, streets, erosion control and all other improvements required by this
chapter;
Finding: The proposed subdivision will provide adequate urban infrastructure subject to
the conditions specified in this report.
e. The proposed subdivision will not cause environmental damage;
Finding: The proposed subdivision will not cause environmental damage.
f. The proposed subdivision will not conflict with easements of record; and
Finding: The proposed subdivision will not conflict with existing easements.
g. The proposed subdivision is not premature. A subdivision is premature if any of the
following exists:
1) Lack of adequate stormwater drainage.
2) Lack of adequate roads.
3) Lack of adequate sanitary sewer systems.
4) Lack of adequate off-site public improvements or support systems.
Finding: The proposed subdivision will have access to public utilities and streets if the
specified conditions of approval are met.
SITE PLAN REVIEW FINDINGS
5. The Applicant has requested approval of the site plan dated 05/03/2025 prepared by Civil Site
Group.
6. The zoning ordinance directs the City to consider nine possible adverse effects of the
proposed site plan. The nine (9) effects and our findings regarding them are:
a) Is consistent with the elements and objectives of the city's development guides,
including the comprehensive plan, official road mapping, and other plans that may be
adopted.
Finding: The site plan is consistent with the elements and objectives of the city's
development guides, comprehensive plan, and official road mapping.
b) Is consistent with the site plan review requirements.
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Finding: The site plan is consistent with the site plan review requirements.
c) Preserves the site in its natural state to the extent practicable by minimizing tree and
soil removal and designing grade changes to be in keeping with the general
appearance of the neighboring developed or developing or developing areas.
Finding: The existing site is not in a natural state currently that requires preservation
as it is currently a fully graded lot ready for commercial development.
d) Creation of a harmonious relationship of buildings and open spaces with natural site
features and with existing and future buildings having a visual relationship to the
development.
Finding: The proposed design creates a harmonious relationship between dwelling
types proposed in the planned unit development, natural site features, and proposed
landscaping.
e) Creates a functional and harmonious design for structures and site features, with
special attention to the following:
i. An internal sense of order for the buildings and use on the site and provision of a
desirable environment for occupants, visitors and general community;
ii. The amount and location of open space and landscaping;
iii. Materials, textures, colors and details of construction as an expression of the
design concept and the compatibility of the same with adjacent and neighboring
structures and uses; and
iv. Vehicular and pedestrian circulation, including walkways, interior drives and
parking in terms of location and number of access points to the public streets,
width of interior drives and access points, general interior circulation, separation
of pedestrian and vehicular traffic and arrangement and amount of parking.
Finding: The proposed site plan does create an internal sense of order for the
buildings and uses on the site through the balance of landscaping, material
applications, and circulation for pedestrians and vehicles.
f) Protects adjacent and neighboring properties through reasonable provision for surface
water drainage, sound and sight buffers, preservation of views, light and air and those
aspects of design not adequately covered by other regulations which may have
substantial effects on neighboring land uses.
Finding: The site plan as proposed does protect adjacent and neighboring properties
for surface water drainage, sound and sight buffers, preservation of views, light and
air that could have substantial effects on neighboring land uses.
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g) Within the Highway Corridor (HC) districts, consistency with the purpose, intent and
standards of the HC districts.
Finding: The proposed site plan is not within the Highway Corridor District.
h) Within the Bluff Creek Overlay (BCO) district, consistency with the purpose, intent
and standards of the BCO district.
Finding: The proposed site plan is not within the Bluff Creek Overlay District.
i) Maintain an acceptable road system level of service.
Finding: The proposed plan does not affect the road system level of service and
internally in the site improves upon items that could affect the road system, such as
connection, parking, and pedestrian circulation.
7. The staff report Planning Case 2025-08, dated June 18, 2025, prepared by Rachel Arsenault,
et al, is incorporated herein.
DECISION
The City Council approves the Preliminary Plat and Site Plan Review subject to the conditions of
the staff report.
ADOPTED by the Chanhassen City Council this _____ day of _____________, 2025.
CHANHASSEN CITY COUNCIL
BY:___________________________________
Its Mayor
BY:_ __________________________________
Its City Manager
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EXHIBIT A
Outlot D, Avienda.
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City Council Item
June 23, 2025
Item Receive Commission on Aging Annual Report
File No.Item No: J.1
Agenda Section ADMINISTRATIVE PRESENTATIONS
Prepared By Jenny Potter, City Clerk
Reviewed By
SUGGESTED ACTION
N/A informational
Motion Type N/A
Strategic
Priority Communications
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
COA Annual Report 2025
266
Combined Goals and Onboarding 2025
267
PH 952.227.1100 • www.chanhassenmn.gov • FX 952.227.1110
7700 MARKET BOULEVARD • P.O. BOX 147 • CHANHASSEN • MINNESOTA • 55317
MEMORANDUM
TO: Laurie Hokkanen, City Manager
FROM: Mary Blazanin, Senior Center Director
DATE: June 23, 2025
SUBJ: Commission on Aging Annual Report
The following are the Commission on Aging’s Strategic Areas and Goals for 2025. A copy of the
revised and approved Onboarding Manual, including updated By-laws and overall Strategic Plan,
is attached for additional details.
1. Strategic Area: Interactive Community for Life
Goal: Support older adult citizens by advising the City on relevant programs and activities
which can meet changing needs and interests.
2. Strategic Area: Safety, Health and Wellness
Goal: Create resource ideas for aging adults to improve and maintain mental/physical health
and safety, improve overall quality of life, and enhance digital acumen and fraud prevention.
3. Strategic Area: Outreach and Communications
Goal: Maximize the use of printed materials, local networks, and other social-media
platforms and resources to inform Chanhassen’s older adults about available resources,
programs and activities.
4. Strategic Area: Housing
Goal: Promote Senior Housing awareness and options available for older adults in
Chanhassen.
5. Strategic Area: Transportation & Mobility
Goal: Monitor, promote, enhance existing mobility resources and options to meet the needs of
aging adults.
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2025
Commission
On Aging
Onboarding
Information
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Congratulations!
The Mayor and members of the City Council have appointed you as a Commission on Aging
Commissioner for the city of Chanhassen.
The City Council establishes advisory Commissions to provide a communication link between the
community, the City Council and staff. As City leaders, the City Council relies on the Commissioners to
be their "eyes and ears of the community." The Commissioner’s contributions will help achieve a better
quality of life for the community.
The focus of the Commission on Aging is education and community involvement. It is advisory in
nature and provides input in the form of recommendations to the City Council or staff.
Commissioners are expected to learn the scope of their responsibility as delegated by the City Council.
In addition, it is quite important that individual Commissioners gain an understanding of their
relationship with the City Council, staff, and the community.
This handbook has been prepared to help orient you concerning the functions, duties and activities of the
Commission to which you have been appointed. The handbook is designed to contribute to your general
knowledge and understanding of public affairs, and to aid in identifying the scope and parameters of
your duties and responsibilities. This onboarding information is annually reviewed by the Chanhassen
Commission on Aging Commissioners.
The Chanhassen Commission on Aging hopes that you will enjoy your tenure as a vital part of the City’s
team and sincerely thanks you for your willingness to devote your time and energy volunteering to serve
our community.
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INDEX
City of Chanhassen 2025 meeting schedule… ..................................................... A
City Staff and Commission Contact information… ............................................ B
SECTION 1 City of Chanhassen Commission on Aging Important Information
1.1 History of the Commission on Aging ..................................................................... 1
1.2 City Commission Appointments… ......................................................................... 3
1.3 Relationships with the Public… ............................................................................... 3
1.4 Relationships with the Mayor and City Council… ................................................. 3
1.5 Reports .................................................................................................................... 3
1.6 Relationships with City Staff .................................................................................. 3
1.7 Commission on Aging Terms ................................................................................. 4
1.8 Commission on Aging Chair/Vice-Chair ................................................................. 4
1.9 Commission on Aging Budget ................................................................................ 4
1.10 Commission on Aging Collaborations .................................................................... 4
1.11 Grants ...................................................................................................................... 5
1.12 Policy… .................................................................................................................... 5
1.13 Commission on Aging Core Work… ....................................................................... 5
1.14 Commission on Aging Training… ............................................................................ 5
1.15 Commission on Aging Annual Projects… ................................................................ 6
1.16 Key Website Links… ................................................................................................6
SECTION 2
SECTION 3
Commission By-laws… .......................................................................................... 8
Chanhassen Commission on Aging 2025-2026 Focused Events ........................ 12
SECTION 4 Chanhassen Commission on Aging 2025-2026 Strategic Plan ........................... 14
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CITY STAFF AND COMMISSIONER CONTACT INFORMATION
City Staff
Mary Blazanin, Senior Center Coordinator,
Office: 952-227-1124; Cell: 612-418-9729; Email: mblazanin@chanhassenmn.gov
Commission on Aging
***Do not give out phone numbers – advisory committee only. ***Staff should handle the
calls and act as a liaison.
Gwen Block
Appointed: 04/2021
04/2024
Term
Ends: 04/2027
Jane Bender
Appointed 04/2025 Term
Ends:
04/2028
Jim Camarata
Appointed: 04/2021
04/2024
Term
Ends:
04/2027
Janet Dean
Appointed: 04/2025 Term
Ends:
04/2028
Bill Monn
Appointed: 06/2025 Term
Ends:
04/2028
Beth Mason
Appointed: 04/2023 Term
Ends:
04/2026
Phyllis Mobley
Appointed: 04/2024 Term
Ends:
04/2027
Barb Solum
Appointed: 04/2025 Term
Ends:
04/2028
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SECTION 1 City of Chanhassen Commission on Aging Important Information
1.1 History of the Commission on Aging
In November of 1990, the City of Chanhassen, under the City Council's direction, completed working with a
Senior Needs Task Force on a one-year Senior Needs Study funded under the Community Development
Block Grant (CDBG) Program. The Task Force was appointed by the Mayor and comprised of senior citizens
drawn from the community and other local groups. Consultant, Judy Marshik was retained to perform a
findings analysis. The Task Force painstakingly explored issues related to needs for seniors in Chanhassen.
Senior service providers were interviewed, and one-on-one interviews were conducted. A mailed survey was
provided to all seniors in the Community, receiving an excellent response return rate. In general, it was
concluded that the following areas warranted further consideration and action by the City:
1. A goal of constructing a senior center in Chanhassen was established.
2. Transportation needs for seniors were not being adequately handled and required better long-
term solutions and availability.
3. Housing for seniors needed to be addressed through a combination of programs designed to
support their continuing stay in their own homes along with specialized housing designed for
the purpose of aging in place.
4. An information and referral program for seniors should be established to address common
aging, housing, nutrition and care needs issues.
It was also determined that a permanent Senior Commission should be established by the City Council to
acts as a source of information and advice to the Council on these matters in the future, and which
would help carry forward the goals discerned above. (The members of the Senior Needs Task Force
volunteered to serve as the initial members of the Senior Commission and the City Council appointed them.)
Bylaws were adopted. Staff provided guidance to identify and prioritize yearly goals. In 2022, the City
Council changed the name of the Senior Commission to Commission on Aging. Services still available today
as a result of this initial planning include:
1. SENIOR CENTER. In July, 1991, a storage space on the lower level of City Hall was identified as
a good location for the first Senior Center. The space was renovated using Chanhassen Housing and
Redevelopment Authority (HRA) funding. In 2025, a new Center was built as part of a Civic Campus
upgrade project, expanding space and abilities to connect with more local Seniors.
2. TRANSPORTATION. Southwest Transit is a bus/van transportation system serving Chaska,
Chanhassen, Shakopee and Eden Prairie, and provides door-to-door service within these communities;
service to downtown Minneapolis, the 494 corridor, and MSP Airport; and personal service to medical
appointments or select hospitals/clinics. WeCAB is a local non-profit providing safe, affordable, and
flexible supplemental transportation to those with special transportation challenges. They are currently
managed under the umbrella of WeCAN.
3. INFORMATION AND REFERRAL. Staff initially worked with the Senior Commission and
prepared a Senior Services Directory, which soon became outdated. The Commission continues to
research alternatives, and the Senior Center offers many resources today. Resources are listed on the
City’s website, and at local information centers and agencies, including The Senior Linkage Line,
Senior Community Services, Carver County Health and Human Services, and TrellisConnects.
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4. SENIOR HOUSING: A feasibility study was conducted determining that senior housing needs exist
in Chanhassen. The first senior housing site, negotiated by the city, was constructed in 1995. The
building, Centennial Hills, contains 65 units, and offers reduced rent on some units. In the past 30
years, several private sector, senior housing sites have been built to meet resident needs in this area:
Name Number of Units Independent
Living
Assisted Living/
Memory Care
Centennial Hill Senior
Apartments 65 65 0
Summerwood of
Chanhassen 161 90 71
Powers Ridge Senior
Living 76 76 0
Trouvaille Memory
Care Suites 42 0 42
Elysian Senior Homes of
Chanhassen 24 0 24
Riley Crossing Senior
Living 135 66 69
The Moments of
Chanhassen 48 0 48
Lake Place 110 110
Total 613 407 254
5. HOME DELIVERED MEALS (COMMONLY CALLED MEALS ON WHEELS:
The Chanhassen CAP Agency Senior Nutrition Site has been operating in Chanhassen Senior
Center since October 31, 1997. For many years this service offered both congregate meals to
Senior Center patrons, as well as home delivered meals for those unable to leave their homes.
In 2021, congregate dining was discontinued. Home delivered meals continue to be served
through a strong volunteer force based out of Chanhassen and Waconia. Meals are served to
those 60 and older who fall into one of the following categories: disabled and homebound;
temporarily recovering from a hospitalization; or managing other issues which prevent them
from maintaining their healthy nutritional needs. The primary goal of this program is to serve
individuals at highest risk for injury or malnutrition due to food inaccessibility.
The Humanity Alliance is a non-profit program that was established in 2018. Their focus is
providing improved access to nutrition to people who are food insecure. Their service includes
Chanhassen.
6. SENIOR PARKING AND HANDICAP SIGNS AT PUBLIC BUILDINGS
This is an ongoing goal and need for older adults with disability or walking issues.
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Your current Commission on Aging Staff Liaison is:
Mary Blazanin, Senior Center Coordinator, 952-227-1124. mblazanin@chanhassenmn.gov
1.2 City Commission Appointments
Citizens provide a source of knowledge about the community and therefore make it more likely that
projects and programs will address their needs. Through these volunteers the City can generate support
that will inspire other residents to be active in the community to fulfill a philanthropic need to serve
humanity. There are five Commissions serving the residents in the City of Chanhassen:
• Planning Commission
• Parks and Recreation Commission
• Environmental Commission
• Commission on Aging
• Economic Development Commission
1.3 Relationships with the Public
Commissioners on Aging should consider that their actions and comments are often interpreted to be
that of the City of Chanhassen. Consequently, comments to the press or other public comments may be
misinterpreted as those of the Commission even though the Commissioner may state that they are
speaking alone. Be conscious of stating your opinion and mindful of your passions. Such public
comments may be at odds with the Commission goals, objectives or overall policy.
Consider the following:
• Comments to the public and to the press must be factual, as opposed to opinion.
• Statements to the public should flow through the Commission on Aging staff liaison for advice
and approval.
• Commissioners have an obligation to listen to comments or complaints from the public and
forward such information to the staff liaison for follow-up.
• Use the Commission on Aging Chair, Vice Chair and Co-Commissioners as a sounding board.
• Keep a professional profile and use common sense.
1.4 Relationships with the Mayor and City Council
The Commission on Aging serves the Chanhassen City Council in an educational and outreach capacity.
Commissioners are appointed by the Council and Mayor.
1.5 Reports
The commission makes an annual written report to the council, no later than the last day of April of
each calendar year, containing the commission's recommendations for the ensuing year.
For the Commission on Aging to be successful for any future efforts, they should understand the
governance process: Present your position to the Commission on Aging first and then to staff. Let
formal content be submitted to City Council for their review by city staff.
1.6 Relationships with City Staff
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The City selects a liaison staff to serve the Commission on Aging in an advisory capacity. Staff liaisons
are selected on the basis of their technical abilities and are expected to guide the Commission in it’s
tasks .The staff liaison records the Commission’s monthly minutes and is your principal contact for
questions and answers. Additional staff assistance is used as needed to produce staff reports and provide
other support services.
City staff does extremely well with the limited resources they have and are very informed on city issues.
They know how to present information across a broad spectrum of constituents and are very
knowledgeable within their own area of expertise. Staff is here to assist you and is on your side.
1.7 Commission on Aging Commissioner Terms
A Chanhassen Commissioner on Aging holds office for a term of three years from the date of
appointment. Commissioners may apply for and serve two individual, consecutive terms, with a
maximum of six (6) years served. Terms are appointed by City Council. See Commission By-Laws for
more information.
1.8 Commission on Aging Chair/Vice-Chair
The selection of the Chairperson/Vice-Chairperson will be conducted annually by the members of the
Commission. In the Chairperson’s absence, the Vice-chairperson assumes the role of presiding officer.
The function of the Chairperson is to preside over the meetings and to promote liaison between the staff
and the Commission. They are responsible for conducting efficiently run meetings and have the power
to limit the discussion to the issue under consideration listed on the agenda. The Chairperson has an
equal voice as fellow Commissioners and has the added responsibility to preside over the meetings.
Please see the Commission on Aging By-Laws for more information.
1.9 Commission on Aging Budget
The City of Chanhassen Commission on Aging has a small annual budget, managed under the Senior
Center Director. The budget includes covering some items needed for specific events and tasks, and
administrative costs associated with managing the Commission. State and local grants may be applied
for on a specific project basis and are generally not available for non-specific Senior purposes.
1.10 Commission on Aging Collaborations
The Commission collaborates on projects and initiatives with several local and county organizations,
groups and agencies. Some examples are CAP Agency for Meals on Wheels, The Chanhassen Library
for Alzheimer’s Month initiatives, Carver County Office of Aging for resources and development, and
Senior Community Services for Tech Help and caregiver support. There are many others with whom the
Commission collaborates to meet its goals. The Commission has no dependent ties to outside agencies
and there are no formal, written partnerships that are agreed upon between the parties involved.
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1.11 Grants
If your passion is project-based and one that the city would accept as a possible endeavor, begin your
research into possible grant money. Remember that the city may already be applying for the same
monies so communication and partnering with other agencies is essential for success. Grants are
available through multiple resources. Speak to your Commission’s staff liaison for more information and
options for collaboration.
1.12 Policy
The Chanhassen Commission on Aging does not create policy. Policy changes usually result from large
numbers of constituents agreeing on a single topic, or from the City determining best practice for future
planning and services. The Chanhassen’s City Council is tasked with creating and upholding policies
and any changes associated with them.
1.13 Commission on Aging Core Work
Aging education and council advisory. This is the Commission’s priority.
In the past, the City Council has directed the Chanhassen Commission on Aging to concentrate efforts
on education around seven core areas. Each year the Commission’s goals need to be focused on
developing and expanding these core areas:
• Volunteer for and support of City-wide programs and events
• Engage in and promote Senior Center programs and outreach.
• Advocate for and participate in relevant transit conversation and usage
• Understand and promote services which allow aging adults to live independently
• Promote intergenerational programs and resources
• Support and participate in ACT on Alzheimer’s and local Mental Health related initiatives
• Provide input for maintaining an updated, age-friendly City of Chanhassen website
• Focus on initiatives to keep seniors safe by participating in Elder Abuse Prevention initiatives.
These areas are in line with our city’s comprehensive plan and comprise the bulk of aging adult issues in
the city. The commission may delve into additional areas of interest, but all focus areas will be subject
to council review. Past history has shown that multiple topics, outside of what is listed above, can be
difficult to manage.
1.14 Commission on Aging Training
It is important to educate ourselves. There are free opportunities available through Carver County and
Senior Center programs.
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1.15 Commission on Aging Volunteering: Annual Events and Projects
Participating in and volunteering for regular events is an important aspect of Commission work.
Commissioners are the spokespersons for our active older adult residents, as well as those requiring
aging-well assistance and resources. Spending time in the community with the patrons we serve is an
excellent way to learn about their needs, experiences and expectations.
This list represents available options for volunteering or simply attending, outside of their regular
committee and commission work. Commissioners are not required to attend but are highly encouraged
to take part in at least two events per year. (The 4th of July Bingo event is by far the largest event held,
thus many volunteers are needed and appreciated on that day!)
• Memorial Day
• Annual Lions Club Senior Center Picnic (June)
• Fourth of July Trade Fair – Afternoon of July 3rd
• Fourth of July Bingo
• Annual Octoberfest Celebration (October)
• Annual Veterans Day Breakfast (November)
• Annual Holiday Celebration (December)
• ACT on Alzheimer’s: Dementia Friends educational workshop (offered quarterly)
1.16 Key Website Links:
City of Chanhassen Commission on Aging Link:
Chanhassen, MN | Home
https://www.chanhassenmn.gov/government/boards-commissions/senior-commission
Chanhassen Senior Center webpage link:
Senior Center | Chanhassen, MN
www.chanhassenmn.gov/departments/parks-recreation/senior-center-services
City of Chanhassen Link:
Chanhassen, MN | Home
www.chanhassenmn.gov/home
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Section 2: COMMISSION ON AGING BY-LAWS
The following by-laws are adopted by the Chanhassen Commission on Aging (henceforth referred to as the
COA in this document) to facilitate the performances of its duties and the exercising of its functions as a
Commission established by the City Council pursuant to the provision of Subdivision 1, Section 462.354,
Minnesota State Statutes annotated.
Section 1 - Duties and Responsibilities
1.1 To hold meetings of its members, to consider such matters pertaining to the unique needs of
constituents over aged 55 living in the Chanhassen service area, receiving those issues as referred to
the COA by the City Council, or as the members of the COA themselves deem proper.
1.2 To act in an advisory capacity to the Council in matters relating to providing an age-well city plan for
Chanhassen’s 55+ adult constituents.
1.3 To prepare a plan for age-well programs, initiatives and resources, to be submitted annually to the
City Council for review. Recommended amendments to the plan shall be submitted to the City
Council, as become necessary or desirable. This plan may include, but is not limited to, coordination
with other government agencies, private consumer groups, local agencies, and the City’s Parks and
Recreation program’s resources and services, including the Chanhassen Senior Center
1.4 Establishment of Sub-Committees: The Commission on Aging may, as they deem
appropriate, establish special sub-committees comprised of their own members. Sub-committees shall
consist of not more than four (4) currently serving members, or one (1) less than a quorum.
Sub-committees shall present pertinent information and discussion to the full COA of their work and
recommendations, and request approval as deemed necessary by the Chair or Vice Chair.
Section 2 - Meetings
2.1 Time: Regular meetings of the COA shall be held on the third Friday of every month at 10:00 a.m.
at a designated meeting room location within Chanhassen City Hall unless otherwise directed by
the Chair, in which case, at least 24 hours’ notice will be given to all members. Regular meetings
shall have a curfew of 12:00 p.m., which may be waived at the discretion of the Chair. All
unfinished business will be carried over to the next regular meeting. When the regular meeting day
falls on a legal holiday, there shall be no meeting.
2.2 Special Meetings. Special meetings shall be held upon call by the Chair or in his/her absence, by
the Vice Chair, or any other member with the concurrence of four other members of the
commission, and with at least 48-hour notice to all members. Notice of all special meetings shall
also be posted on the official city bulletin board.
2.3 Attendance. The COA members shall attend not less than seventy (75%) percent of all regular and
special meetings held during a Calendar year and shall not be absent from Three (3) consecutive
meetings. Failure to meet this minimum attendance requirement may result in removal from the
COA. Attendance at special meetings is strongly encouraged.
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Section 3 - Commission Composition - Terms and Vacancies
3.1 Composition: The COA shall consist of seven (7) or up to eight (8) voting members based on the
City Council’s directives during the appointments phase each year. COA members shall be appointed
by the City Council and may be removed by the Council.
3.2 Terms and Vacancies: The City Council shall appoint members to the commission for staggered
terms of three(3) years. Vacancies during the term shall be filled as deemed necessary by the Council
for the unexpired portion of the term. All members shall take an oath of office upon appointment. All
members shall serve without compensation.
3.3 Quorum: Four (4) COA members shall constitute a quorum for the transaction of business.
Whenever a quorum is not present, no final or official action shall be taken at such meeting.
Section 4 - Organization
4.1 Election of Officers: At the first meeting in April of each year, the COA shall hold an organizational
meeting. At this meeting, the COA shall elect from its membership a chair and vice-chair. This shall
be done by voice vote. Vice-Chair shall be elected from the remaining members by the same
proceeding. If the Chair retires from the COA before the next regular organizational meeting, the
Vice-Chair shall be Chair. If both Chair and Vice-Chair retire, new officers shall be elected at the
next regular meeting. If both Chair and Vice-Chair are absent from a meeting, the COA shall elect a
temporary Chair by voice vote.
4.2 Duties of Chair and Vice-Chair: The Chair, or in his/her absence, the Vice-Chair, shall preside at
meetings, appoint committees from its own membership and perform other such duties as ordered by
the COA.
The Chair shall conduct the meeting so as to keep it moving as quickly and efficiently as possible and
shall remind members, witnesses and petitioners to preserve order and decorum and to keep
comments to the subject at hand.
The Chair shall not move for action but may second motions.
Section 5 - Procedure
5.1 Parliamentary procedure: Generally, or as appropriate, Parliamentary Procedure governed by
Robert's Rules of Order Revised shall be followed at all regular meetings.
At special work session meetings, sub-committee meetings, and when appropriate, the COA may hold
group discussions not following any set parliamentary procedures except when motions are before
the COA. Open meeting laws still apply where a quorum is present, including discussions held
through digital means, such as emails and messages.
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5.2 Agenda: COA meetings shall follow an agenda prepared by staff in consultation with the Chair, an/or
Vice-Chair, prior to the public notice publication of the meeting. Sub-committee reports and
discussions will be added to the agenda upon request.
Regular meeting reports may include updates from the County Area Agency on Aging, Carver County
Library, and other local organizations as deemed appropriate, as related to aging wellness and services
in the City.
Section 6 - Public Hearings
6.1 Purpose of Hearings: The purpose of a public hearing is to collect information and facts in order for
the COA to develop a rational recommendation for the City Council on issues related to the
demographic group which they serve.
6.2 Hearing Procedure: At hearings, the following procedures shall be followed in each case:
a. The Chair shall state the case to be heard.
b. The Chair shall call upon staff to present the staff report. Required reports from each city
department shall be submitted to the Commission before each case is heard.
c. The Chair shall ask the applicant to present his/her case.
d. Interested persons may address the COA, giving information regarding the particular
proposal.
e. Petitioners and the public are to address the Chair only, not staff or other commissioners.
f. After all new facts and information have been brought forth, the hearing shall be closed and
interested persons shall not be heard again. Upon completion of the hearing on each case, the
COA shall discuss the item at hand and render a decision. The COA, if it so desires, may leave
the public record open for written comments for a specified period of time.
h. The Chair shall have the responsibility to inform all of the parties of their rights of appeal on
any decision or recommendation of the COA.
6.3 Schedule: At meetings where more than one hearing is scheduled, every effort shall be made to begin
each case at the time set on the agenda, but in no case may an item be called for hearing prior to the
advertised time listed on the agenda.
Section 7 - Miscellaneous
7.1 Commission on Aging Discussion.
a. Matters for discussion which do not appear on the agenda shall be considered and discussed
by the COA during the Discussion time on the agenda. If meeting time has run out, or a vote
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is needed, or further action is required on the issue, the COA will create a motion with a
second and vote to add the item to a future meeting. A majority vote applies.
b. Matters which are added shall then be discussed at the appropriate time on the future
agenda.
7.2 Suspension of Rules. The Commission may suspend any of these rules by unanimous vote of the
members present.
7.3 Grievance Procedures: Any grievances presented by a Commissioner related to the process or
oversight of the COA shall be brought to the attention of the COA Chair and the Staff Liaison. If
resolution is unattainable first through these avenues, it may be brought to the City Council for further
consideration.
7.3 Amendments. Amendments of these by-laws may be made at any regular or special meeting of the
Commission on Aging but only if scheduled on the meeting agenda in advance of the meeting.
7.4 Review. Annually, at the first meeting in April, or as deemed appropriate these by-laws shall be read
and adopted by the COA.
Adopted this 18th day of April 2025
Chair signature James Camarata
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Section 3: CHANHASSEN COMMISSION ON AGING 2025-2026 FOCUSED EVENTS
The Commission continues to place a strong emphasis on programs and initiatives which allow older
adults to age well in place, and also to advise city leaders on maintaining the City's desire of being a
"City for Life" for its citizens. Commissioners are also encourage and expected (as able) to participate in
a variety of city wide engagement and partnership. Some of the larger events include:
• City Memorial Day Program The commission hosts a table at this event to raise funds for a
chosen Veterans organization
• City July 4th Events: Trade Fair Table and Bingo Event on July 3rd and July 4th:
• November Alzheimer’s and Caregiver Awareness Month initiatives
A table with educational materials is set up at the library during the month of November and at
the Trade Fair Informational Booth on July 3 each year. Members of the commission provide
educational materials on Alzheimer’s/Dementia and answer questions or offer referrals.
• Coordination with local partners: providing workshops, education and activities related to the
commission goals and utilizing Intergenerational options such as High School Student
volunteers; Woodcarving for Youth, Art Classes for all ages.
KEY SENIOR COMMISSION DATES AND EVENTS FOR REFERENCE Term Year
beginning April 2025
• April 1 - First Day of Term Year
• May 26 - Memorial Day** (located at Lake Anne Park in 2025)
• June 3 – Dementia Friends Educational Session*
• June 25 – Lions Club Senior Picnic * (Lake Anne Park)**
• July 3 – Act on Alzheimer’s, Senior Commission at Trade Fair Event**
• July 4- Bingo Event sponsored by the Commission on Aging**
• Fall of 2025 - Lunch with the Mayor*
• November 6 – Annual Pancake Breakfast, (Veterans eat free)*
• Month of November - Alzheimer’s Awareness Events**
• December 11 – Senior Center Holiday Party *
• March 31 - Last Day of Term Year
*Denotes Events the Commissioners may attend (without cost) if available
** Denotes Events the Commissioners both attend and/or provide volunteer help
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CHANHASSEN COMMISSION ON AGING: 2025-2026 STRATEGIC PLAN
STRATEGIC AREA: Interactive
Community for Life
(Sub-committees may be formed to assist in addressing/completing tasks)
Goal: Support older adult citizens by advising the City on relevant programs and activities which can meet changing needs and
interests.
Commissioner Action Plan Partners/Resources Year End Updates Staff Notes
1. Advise on and recommend innovative
ways to expand, enhance, and create new
socialization, activity, and connection
opportunities for aging adults in our area.
2. Volunteer/Assist at City organized or
sponsored programs in order to model and
promote community minded involvement
and engagement.
3. Stay informed and monitor long-term
demographic changes which may affect
quality of life, life long learning interests,
and differing connecting points across age
groups in Chanhassen
Chanhassen Senior Center
City of Chanhassen All-
Community Events:
Memorial Day, 4th of July
Week, Veteran's Day, etc.
Carver County Public Health
- Agency on Aging
Chanhassen Library
Local busnesses, clubs and
organizations
Carver County cities'
Commissions on Aging
Other Notes
285
CHANHASSEN COMMISSION ON AGING: 2025-2026 STRATEGIC PLAN
STRATEGIC AREA: Safety, Health &
Wellness
(Sub-committees may be formed to assist in addressing/completing tasks)
Goal: Create resource ideas for aging adults to improve and maintain mental/physical health and safety, improve overall quality of life,
and enhance digital acumen and fraud prevention.
Commissioner Action Plan Partners/Resources Year End Updates Staff Notes
1. Recommend, promote, participate in
health/wellness programs, support systems and
resource education. Examples:
- Nutritional meals and cost savings
- Fitness training, classes, referrals
- Mindfulness discussions, training
- Medicare Insurance/Financial Counseling
- Caregiver/Memory Loss Support
- Foot Care and Flu Shot Clinics
- Individual Tax Aid; Tech Support
- Vision Loss Support
2. Promote/engage in safety education programs
and workshops. Examples:
- Senior Scams/Fraud/Internet Safety
- Dementia Care options/resources
- Financial Security/Preparedness
- Driving Safety for Older Adults
- Home Safety and Falls Prevention
- Adult Abuse and Protection
- Aging Well in Place
Carver County Public Health
Chanhassen Library
Chanhassen Senior Center,
Parks & Recreation
Program, Fire Department,
City Council and
Commissions
County, State and National
Senior Services, Resources
and Programs
Carver County Sherriff's
Department
Other Notes
286
CHANHASSEN COMMISSION ON AGING: 2025-2026 STRATEGIC PLAN
STRATEGIC AREA:
Outreach and Communications
(Sub-committees may be formed to assist in addressing/completing tasks)
Goal: Maximize the use of printed materials, local networks, and other social-media platforms and resources to inform
Chanhassen's older adults about available resources, programs, and activities.
Commissioner Action Plan Partners/Resources Year End Updates Staff Notes
1. Engage with other community
organizations to promote aging adult
programs and opportunities offered in
Chanhassen and its surrounding
communities.
2. Help maintain up-to-date local resource
guides as well as Chanhassen's Senior
Center webpage for easier, pertinent
searches, and correct information related to
senior services.
3. Support and recommend the submission
of articles, press releases and public
service announcements related to programs
and services available to older adults in our
area.
Chanhassen Senior Center &
Communications Dept.
Carver County Local News -
online
Chanhassen Magazine
Carver County Health and
Human Services - Aging
Services
Minnesota Association of
Senior Services (MASS)
Eastern Carver County
Schools Adult and Youth
Community Education
Communities of Belonging
Other Notes
287
CHANHASSEN COMMISSION ON AGING: 2025-2026 STRATEGIC PLAN
STRATEGIC AREA: Housing (Sub-committees may be formed to assist in addressing/completing tasks)
Goal: Promote local housing awareness and options available for older adults in Chanhassen.
Commissioner Action Plan Partners/Resources Year End Updates Staff Notes
1. Stay informed about housing needs and
preferences of the 55+ age group; including
ongoing communications and partnerships
with local Senior Housing
management/staff.
2. Advocate for future market rate and
affordable housing needs in our community,
as well as educational classes and resources
related to aging well in place, .
3. Engage with and/or be informed about
one (1) CDA (Community Development
Agency) project annually or bi-annually.
Local state and county
organizations and
departments, including but
not limited to Trellis, MN
Board on Aging, Carver
County Health and Human
Services
Neighboring Cities and their
Commissions, Senior
Centers, and outreach.
Carver County Community
Development Agency
Chanhassen Library
City of Chanhassen: Staff
Liaison, Communications
Team, Senior Center, and
City Council.
Other Notes
288
CHANHASSEN COMMISSION ON AGING: 2025-2026 STRATEGIC PLAN
STRATEGIC AREA:
Transportation & Mobility
(Sub-committees may be formed to assist in addressing/completing tasks)
Goal: Monitor, promote and enhance existing mobility resources and options to meet the unique transportation needs of aging
adults in the community.
Commissioner Action Plan Partners/Resources Year End Updates Staff Notes
1. Advise the City on accessibility needs or
concerns within the City limits (sidewalks,
street crossings, highway crossings, bike
crossings, public building access, park trails,
etc)
2. Help promote/support available
transportation options through word of
mouth, educational classes and personal
experience, as well as through the City's
social media platforms (such as the website,
printed materials, and outside social media
sites.)
Southwest Transit
Prime & Prime MD
WeCAB
Carver County Public Health
MNDOT
Chanhassen Library
City of Chanhassen: Senior
Center, Traffic Safety
Committee, Public Works,
Parks & Recreation, and
Communications
Departments
Other Notes
289
City Council Item
June 23, 2025
Item Carver County CDA Down Payment and Closing Cost Assistance Program
File No.Item No: K.1
Agenda Section CORRESPONDENCE DISCUSSION
Prepared By Jenny Potter, City Clerk
Reviewed By
SUGGESTED ACTION
N/A
Motion Type N/A
Strategic
Priority Communications
SUMMARY
BACKGROUND
DISCUSSION
BUDGET
RECOMMENDATION
ATTACHMENTS
Carver County CDA DPA Program Flyer
290
July 18 Home Stretch Flyer
291
C a r v e r C o u n t y C o m m u n i t y
D e v e l o p m e n t A g e n c y
D o w n P a y m e n t & C l o s i n g
C o s t A s s i s t a n c e P r o g r a m
Y o u r p a t h t o H o m e o w n e r s h i p s t a r t s h e r e !
What we offer:
Assistance for down payment and closing costs.
Loans up to 25% of homes purchase price (max. $50,000).
Forgivable 20-year, 0% interest loan.
T h e C a r v e r C o u n t y C D A h e l p s f i r s t -t i m e C a r v e r C o u n t y
h o m e b u y e r s w i t h d o w n p a y m e n t a n d c l o s i n g c o s t s ,
o f f e r i n g a n a f f o r d a b l e p a t h w a y t o h o m e o w n e r s h i p f o r
l o w -t o -m o d e r a t e -i n c o m e h o u s e h o l d s .
Key Eligibility Requirements
First-time homebuyers (no ownership in past 3 years).
Income at or below $132,400 for 2025 (100% Area Median Income).
Liquid assets under $50,000 after closing.
Completion of a Home Stretch homebuyer education course.
Minimum of $1,000 borrower contribution.
Property Eligibility:
Purchase price under $415,000.
Homes within Carver County.
Move-in ready, primary residence, and homesteaded.
Home inspection and homeowner’s insurance required.
292
C a r v e r C o u n t y C D A
C o m m u n i t y D e v e l o p m e n t T e a m
9 5 2 -4 4 8 -7 7 1 5
r e c e p t i o n @ c a r v e r c d a .o r g
w w w .c a r v e r c d a .o r g
Contact info:
Note: Previous recipients are ineligible. Awards subject to funding availibility.
How to Apply:
$100 processing fee.
Visit the Carver County CDA website for the Pre-Screening
Pre-Application and program details.
Applications considered first-come, first-served.
Find out if you’re eligible
for the Down Payment &
Closing Cost Assistance
Program on the Carver
County CDA website:
293
Home Stretch
Homebuyer Education
Thinking about buying a home? Take the first step by
attending a Home Stretch homebuyer education
class. You’ll learn about the entire homebuying
process from a certified Home Stretch educator,
mortgage lender, realtor, and home inspector. You’ll
receive a class certificate required for loan programs
including Minnesota Housing and First Generation
Homebuyer Community Down Payment Assistance.
Steps to homeownership
Preparing financially
Affordability and importance of credit
Choosing the right mortgage loan
Shopping for a home
Making an offer and home inspections
Loan closing process
Responsibilities of homeownership
REGISTRATION
You must be present
all day and register in
advance.
P: 651-675-4470 E: mhorsch@dakotacda.org
UPCOMING DATE 2025
July 18, 2025 (Friday), 8:30 a.m.– 5 p.m.
LOCATION
Carver County CDA Office
705 N Walnut St. Chaska, MN 55318
TOPICS
COST
$20 for Carver County residents
$40 for Non-Carver County residents
One cu-buyer per paid buyer is free
Sponsored by:
294
100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com
April 4, 2025
Eric Maass
Community Development Director
City of Chanhassen
7700 Market Blvd
Chanhassen, MN 55317
Re: Avienda Apartment Development
Dear Planning Staff and City Officials,
Inland Development Partners is pleased to submit for your review and consideration a site plan application for a proposed
412-unit, 4-story luxury apartment community, located within the previously approved Avienda Planned Unit
Development (PUD). Situated on just over 11 acres, this project aligns with the PUD standards already approved for the
Avienda development, which included entitlements for 417 units and a maximum building height of five stories.
This proposal will further activate the Avienda development by offering an additional housing option tailored to both
current and future residents of Chanhassen. In doing so, it supports the adjacent commercial and retail uses planned within
Districts 2 and 3 of Avienda.
Project Overview
The project is composed of two north-south-oriented residential buildings connected via two clubhouse structures—one
on the east and one on the west—creating two U-shaped forms that break down the scale of the building and enhance the
variation in design. These 4-story buildings sit atop a half-exposed structured parking deck containing 492 stalls. This
elevated configuration provides both privacy and visual buffering from nearby retail uses.
Additional surface parking includes 143 stalls, with an additional 101 “proof-of-parking” stalls reserved for future use if
needed.
The project will include a mix of unit types based on market data including studio, alcove, one-bedroom, one-bedroom +
den, two bedroom and three-bedroom units.
Amenities
The two clubhouse structures enclose the following amenities:
Eastern Clubhouse (Main Entry & Resident Services):
Leasing office
Coworking spaces and coffee bar
Clubroom and entertainment spaces
East/west daylight exposure for natural lighting
Golf simulator
Movie room
Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348
204295
100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com
Western Clubhouse:
Indoor sport court
Fitness and wellness centers
Sauna
Courtyard and Outdoor Amenities:
Pool and spa
Putting greens and flex green space
Fire pits, outdoor kitchens, grill/bar stations.
Lounge and hammock areas.
Meandering trail and garden spaces
Pet amenities include internal courtyard areas and two exterior dog runs.
A half-mile trail loop surrounds the site and links to public sidewalks and pedestrian pathways, providing connectivity to
the broader Avienda development and public right-of-way. These internal connections offer an enhanced pedestrian
experience that exceeds the original PUD expectations.
Courtyard and exterior site activities will follow city noise ordinances, closing by 10 p.m., and the pool will close at dusk.
Design Narrative:
The design highlights a contemporary-natural aesthetic, combining light and dark material palettes. Large glass expanses
bring in natural light and connect indoor and outdoor spaces. Materials—including traditional lap siding, board and batten
panels, colored masonry, and wood-finish elements—balance timeless character with a modern edge.
The architecture is harmonious with Avienda’s design principles while offering a unique identity for this community.
Landscaping Narrative
Key landscape elements include:
Streetscape tree plantings along north-south drive through the site
Foundation and parking lot plantings
Enhanced screening added landscaping along the western elevation.
Courtyard landscaping
Landscape uplighting and code-compliant site lighting.
Building lighting emphasis is placed on the eastern residential elevation to support the retail corridor and avoid excess
lighting near adjacent residential areas to the west.
Regional Stormwater Treatment
The regional stormwater plan covering the apartment site, and the remaining development of the Avienda project
assumes a 70% impervious area.
Individual lots can have more than 70% impervious as long as the whole site is 70%. The proposed Avienda
Apartments will have a 72.8% impervious area.
Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348
205296
100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com
Landform is not concerned with the extra 2.8% as it relates to the regional stormwater calculations as
disconnected impervious area can be omitted from the calcs which would include the trail system around the
building (4% of the 72.8% impervious site area).
Courtyard Stormwater Drainage
The courtyard storm drainage was designed to sheet drain from the rooftops of the podium towards the central
courtyard through four (4) catch basins/yard drains, then convey water underneath the building through interior
plumbing with capacity to handle a 100-year storm event.
The courtyard sheet drains at a slope at 2% towards center.
The lower podium has not contemplated parking underneath the stormwater pipe structure for proper headroom
clearance to connect the pipe through the parking structure and then connect to the regional stormwater line.
The seller (Level 7 Development) will construct the regional stormwater system and connections to the apartment
site.
The project team will be meeting with the watershed in the coming weeks to work through permitting
requirements.
Sustainability Features
Maximized natural daylighting and light sensors for energy efficiency.
EV-ready infrastructure: 20% of interior parking stalls wired for electric charging.
Collaboration with Xcel Energy for participation in energy-saving programs.
Governmental Approvals
Enclosed in this package are the following items for review:
Site Plan Application
Supplemental Plat Applications (provided by Landform separately)
Civil and Architectural Plans
Prior to submitting a formal entitlement package, the developer did hear feedback from the City Council through a
workshop session on March 25, 2025, which resulted in the comprehensive outdoor trail system around the building.
In addition to early City Council feedback, the developer held a neighborhood meeting on March 26, 2025, 18 individuals
signed into the meeting with an estimated total of thirty that attended. Overall feedback was positive for the project with
the following topics as a focus:
Ensuring pedestrian connections will continue east to west through the apartment development site to ensure
residents through the broader Avienda development could access the much-anticipated retail development.
There were many questions related to timing of the retail development. A representative from Level 7
Development was in attendance to answer those questions.
Residents understood completing the apartment project would create the final momentum to attract retailers to the
site.
Positive feedback on the way the building looked, variation in material, and bringing the height and scale-back
from previous PUD plans.
Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348
206297
100 Lake St W Suite 200, | Wayzata, MN 55391| (952) 495-6240| www.InlandDP.com
Conclusion
This proposed development represents a significant contribution to the ongoing realization of the Avienda development. It
provides a thoughtfully designed, amenity-rich, and market-responsive housing option that supports the broader goals of
the Chanhassen community.
We appreciate your consideration and welcome any questions or feedback.
Sincerely,
Jacquel Hajder & Tom Shaver
Inland Development Partners
Docusign Envelope ID: E96A4207-4871-42C7-A271-22C2AB364348
207298