HomeMy WebLinkAbout2025-03-18 City Council Meeting Packet
Meeting location:
Edina City Hall
Council Chambers
4801 W. 50th St.
Edina, MN
City Council Meeting Agenda
Tuesday, March 18, 2025
7:00 PM Participate in the meeting:
Watch the meeting on cable TV or YouTube.com/EdinaTV.
Provide feedback during Community Comment by calling 312-535-
8110. Enter access code 2634 571 4745. Password is 5454. Press *3 on
your telephone keypad when you would like to get in the queue to
speak. A staff member will unmute you when it is your turn to speak.
Accessibility Support:
The City of Edina wants all residents to be comfortable being part of the
public process. If you need assistance in the way of hearing amplification, an
interpreter, large-print documents or something else, please call 952-927-
8861 at least 72 hours in advance of the meeting.
1. Call to Order
2. Roll Call
3. Pledge of Allegiance
4. Approval of Meeting Agenda
5. Community Comment
During "Community Comment," the Mayor will invite residents to share issues or
concerns that are not scheduled for a future public hearing. Items that are on tonight's
agenda may not be addressed during Community Comment. Individuals must limit their
comments to three minutes. The Mayor may limit the number of speakers on the same
issue in the interest of time and topic. Individuals should not expect the Mayor or Council
to respond to their comments tonight. The City Manager will respond to questions raised
during Community Comments at the next meeting.
5.1. City Manager's Response to Community Comments
6. Adoption of Consent Agenda
All agenda items listed on the Consent Agenda will be approved by one motion. There will
be no separate discussion of items unless requested to be removed by a Council Member.
If removed the item will be considered immediately following the adoption of the Consent
Agenda. (Favorable roll call vote of majority of Council Members present to approve,
unless otherwise noted in consent item.)
6.1. Minutes: Work Session and Regular, Mar. 4, 2025
6.2. Payment of Claims
Page 1 of 425
6.3. Resolution 2025-24: Infrastructure Investment and Jobs Act Discretionary Grant
Assistance Agreement
6.4. Request for Purchase: Rosland Park Pedestrian Bridge Steel Truss & Engineering
Services
6.5. Request for Purchase: Change Order #1 for Rosland Park Pedestrian Bridge
Architectural Services
6.6. Encroachment Agreement for 4701 White Oaks Road
6.7. Request for Purchase: Video Detection and ADA Pedestrian Call System Upgrade at
70th and Metro Blvd
6.8. Request for Purchase: Materials for Public Works Building Partial Roof Replacement
6.9. Request for Purchase: Unicarrier Forklift CF50N7
6.10. Request for Purchase: 2025 Ford Lightning Pickup Truck
6.11. Request for Purchase: 2025 Ford Interceptor Utility Patrol Vehicle
6.12. West Metro Drug Task Force Joint Powers Agreement Second Amendment
6.13. Request for Purchase: 2025 Residential Tree Sale
6.14. 2025 Liquor License Renewals
7. Special Recognitions and Presentations
7.1. 2024 Police Officer, Firefighter and Public Safety Employees of the Year
7.2. Sustainability and Climate Action Plan Update
8. Reports/Recommendations: (Favorable vote of majority of Council Members
present to approve except where noted)
8.1. Resolution No. 2025-25: Final Site Plan, Site Improvement Performance Agreement &
Revised Landscape Plan for 7200/7250 France Avenue
8.2. Ordinance 2025-04: Amending Chapter 24 & 26 Concerning Electric-Assisted
Bicycles
8.3. Community Comment Changes
9. Commission Correspondence (Minutes and Advisory Communication)
Page 2 of 425
9.1. Energy & Environment Commission Advisory Communication, Time of Sale
10. Manager's Comments
11. Mayor and Council Comments
12. Adjournment
Page 3 of 425
d
ITEM REPORT
Date: March 18, 2025 Item Activity: Information
Meeting: City Council
Agenda Number: 5.1
Prepared By: Sharon Allison, City Clerk
Item Type: Other Department: Administration
Item Title: City Manager's Response to Community Comments
Action Requested:
None, information only.
Information/Background:
Responses to questions posed during Community Comment at the last meeting were posted on the
City’s website at https://www.edinamn.gov/2051/Responses-to-Community-Comment. City Manager
Neal will provide summaries of those responses during the meeting.
Supporting Documentation:
None
Page 4 of 425
d
ITEM REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.1
Prepared By: Sharon Allison, City Clerk
Item Type: Minutes Department: Administration
Item Title: Minutes: Work Session and Regular, Mar. 4, 2025
Action Requested:
Approve minutes as presented.
Information/Background:
Supporting Documentation:
1. Minutes: Work Session, Mar. 4, 2025
2. Minutes: Regular, Mar. 4, 2025
Page 5 of 425
Page 1
MINUTES
OF THE EDINA CITY COUNCIL
WORK SESSION
COMMUNITY ROOM, CITY HALL
TUESDAY, MARCH 4, 2025
5:30 P.M.
1.0 CALL TO ORDER
Mayor Hovland called the meeting to order at 5:30 p.m.
2.0 ROLL CALL
Answering rollcall were Members Agnew, Jackson, Pierce, Risser, and Mayor Hovland.
Staff in attendance: Scott Neal, City Manager; Ari Lenz, Assistant City Manager; MJ Lamon, Special Projects
& Engagement Manager; Zoe Johnson, City Management Fellow; Jennifer Bennerotte, Communications
Director; Chad Millner, Engineering Director; Katie Bisek, IT Specialist; and Sharon Allison, City Clerk.
3.1 COMMUNITY ENGAGEMENT OPPORTUNITIES AND STRATEGIC ALIGNMENT
Assistant City Manager Lenz introduced the discussion topic regarding community engagement and turned
the work session over to Special Projects & Engagement Manager Lamon. Manager Lamon described the
history of community engagement; three categories of community engagement; and current community
engagement activities and data surrounding volunteerism.
Staff and Council discussed the issues of the public hearing process; where public participation fails to be
heard or followed thru; the opportunity to provide the tools to help engage neighborhoods that are not as
involved; new software to collect public input and collecting feedback on what people would like to see in
the new software; overall goals of community engagement such as safety and wellbeing; the delicate balance
of decision making while considering public input; and difficulties for residents to be engaged such as busier
lifestyles, renters may not feel like they should participate, not being a part of a neighborhood association
or minor government interaction.
Manager Lamon reviewed objectives of strategic alignment, commission work plan changes, joint work
session expectations and timeline of what is to come in 2025/2026.
4.0 ADJOURNMENT
Mayor Hovland adjourned the meeting at 6:41 p.m.
Respectfully submitted,
Sharon Allison, City Clerk
Minutes approved by Edina City Council, March 18, 2025.
James B. Hovland, Mayor
Audio copy of the work session available.
Page 6 of 425
Page 1
MINUTES
OF THE REGULAR MEETING OF THE
EDINA CITY COUNCIL
HELD AT CITY HALL
MARCH 4, 2025
7:00 P.M.
I.0 CALL TO ORDER
Mayor Hovland called the meeting to order at 7:00 p.m.
2.0 ROLLCALL
Answering rollcall were Members Agnew, Jackson, Pierce, Risser, and Hovland.
3.0 PLEDGE OF ALLEGIANCE
4.0 MEETING AGENDA – APPROVED
Member Jackson made a motion, seconded by Member Agnew, approving the meeting agenda.
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
5.0 COMMUNITY COMMENT
Ralph Zickert, 4311 Cornelia Circle, stated that the City has allowed millions of tax dollars to flow to the
HRA and has funded poorly vetted projects, such as the Innovation Lab and the pedestrian tunnel under
France Avenue. Mr. Zickert also asked about transparency with residents.
John Carlson, 4433 Ellsworth Drive, asked if the allocation of Edina’s resources is providing the best results,
specifically the crime and safety in the South Cornelia neighborhood.
Sandy Carlson, 4433 Ellsworth Drive, asked what can be done regarding the tree removals at the 7200
France Avenue site and expressed concerns regarding the trees that should not have been removed.
Andrew Carter, 6012 Pine Grove Road, thanked everyone for the work that has been done on the Council
and Planning Commission.
Katie O’Dea, 4610 Bruce Avenue, stated that she desires the public comment to stay public.
Cheryl Dulas, 4609 Bruce Avenue, expressed support for keeping community comments in its current
format and discussed previous comments made by fellow residents at City Council meetings within the past
year.
Ursula Pelka, 6205 Idylwood Lane, thanked the City Council for bringing up the ordinance regarding
inhumanely bred animals.
5.1. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS
City Manager Neal responded to Community Comments from current and past meetings.
6.0 CONSENT AGENDA – ADOPTED
Member Jackson made a motion, seconded by Member Pierce, approving the consent agenda
as revised to remove Item 6.8, Traffic Safety Report of January 28, 2025, 6.15, Request for
Purchase, Highway 100 Interchange Project Tree Removals, and 6.16, Resolution No. 2025-19,
approving West Metro Multi-Community Wellhead Protection Plan, Part 1, as follows:
6.1. Approve regular and work session meeting minutes of February 18, 2025
6.2. Approve Claims for Payment for Check Register Pre-List Dated February 7, 2025,
totaling $78,724.80 (1011), Check Register Claims Pre-List Dated February 14, 2025,
Page 7 of 425
Minutes/Edina City Council/March 4, 2025
Page 2
totaling $2,902,355.25, and Check Register Claims Pre-List Dated February 21, 2025,
totaling $1.079,166.40
6.3. Request for Purchase, Training Range Maintenance, awarding the bid to the
recommended low bidder, Range Renovation Consulting at $48,380
6.4. Request for Purchase, Six Cardiac Monitors for the Fire Department, awarding the bid
to the recommended low bidder, Zoll Medical Corporation at $335,000
6.5. Waive Second Reading Adopting Ordinance No. 2025-03, amending Efficient Building
Benchmarking
6.6. Summary Publication for Ordinance No. 2025-03, amending Efficient Building
Benchmarking
6.7. Encroachment Agreement with 5621 Wycliffe Road
6.8. Traffic Safety Report of January 28, 2025
6.9. Request for Purchase, Fire Station #2 Building Automation System Programming,
awarding the bid to the recommended low bidder, KFI Engineers Inc. at $29,600
6.10. Request for Purchase, 2025 Stormwater Infrastructure Asset Inspections, awarding the
bid to the recommended low bidder, Barr Engineering Company at $122,000
6.11. Request for Purchase, City Hall Front Step Concrete & Masonry Repairs, awarding the
bid to the recommended low bidder, ACME Tuckpointing and Restoration at
$83,000.00
6.12. Adopt Resolution No. 2025-20, supporting Minnesota GreenCorps Community
Outreach & Readiness Host Site Application
6.13. Adopt Resolution No. 2025-21, supporting Minnesota GreenCorps Green
Transportation Host Site Application
6.14. Request for Purchase, Change Order #1 for Bredesen Park Restoration Construction
Oversight, awarding the bid to the recommended low bidder, Resource Environmental
Solutions (RES) at $20,560
6.15. Request for Purchase, Highway 100 Interchange Project Tree Removals
6.16. Resolution No. 2025-19, approving West Metro Multi-Community Wellhead Protection
Plan, Part 1
6.17. Request for Purchase, Change Order 1 for Brook Drive Culvert Replacement
Professional Services, awarding the bid to the recommended low bidder, Barr
Engineering at $22,000
6.18. Request for Purchase, Well 10 Replacement Project, awarding the bid to the
recommended low bidder, Municipal Builders Inc. at $2,212,030
6.19. Approve 2024 Minnesota Pay Equity Implementation Report
6.20. Adopt Resolution No. 2025-23, releasing Resolution No. 2013-45 for 7235 France
Avenue
6.21. Approve 2025 Liquor License Renewals
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
ITEMS REMOVED FROM THE CONSENT AGENDA
6.8. TRAFFIC SAFETY REPORT OF JANUARY 28, 2025 – ACCEPTED
The Council expressed concerns regarding the signage in the parking lot next to the soccer field, the lack of
parking for students at the school, students parking on the street, and traffic flow and patterns at the high
school. The Council asked questions regarding the public purpose of banning parking in the park parking lot
during school hours, peak traffic hours for park use, one-sided parking restrictions, and adding permitted
spots to the park parking lot for school use.
Engineering Director Millner discussed the history of the parking signs in the neighborhoods surrounding
the school and gave more information on other lots and why there is no parking allowed there during school
hours.
City Manager Neal stated that staff had discussed the issues with the school district and were working to
get that moved to the top of their list.
Page 8 of 425
Minutes/Edina City Council/March 4, 2025
Page 3
Member Pierce made a motion, seconded by Member Jackson, accepting the Traffic Safety
Report of January 28, 2025.
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
6.15. REQUEST FOR PURCHASE: HIGHWAY 100 INTERCHANGE PROJECT TREE REMOVALS –
AWARDED
The Council asked questions regarding the scope and cost of the project, which ramps are included and
expressed concern regarding the City having to pay for this.
Engineering Director Millner gave clarification on the contract and the funding sources and stated that the
City will not get stuck with the bill for this.
Member Risser made a motion, seconded by Member Pierce, approving Request for Purchase:
Highway 100 Interchange Project Tree Removals, awarding the bid to the recommended low
bidder, Hugo’s Tree Care Inc. at $167,221.32.
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
6.16. RESOLUTION NO. 2025-19, WEST METRO MULTI-COMMUNITY WELLHEAD
PROTECTION PLAN, PART 1 – ADOPTED
Engineering Director Millner explained the wellhead protection plan and stated that it is a pilot project for
protecting groundwater.
Member Jackson introduced and moved adoption of Resolution No. 2025-19 West Metro
Multi-Community Wellhead Protection Plan, Part 1. Member Pierce seconded the motion.
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
7.0 SPECIAL RECOGNITIONS AND PRESENTATIONS
7.1. 2024 TRAFFIC SAFETY SUMMARY REPORT – PRESENTED
Traffic Safety Coordinator Nick Bauler presented information regarding the traffic safety request process,
traffic safety request categories, 2024 traffic safety requests (TSR), action taken place, Northwest Edina
quadrant requests, Southwest Edina quadrant, Northeast Edina quadrant, 2024 TSR trends, and 2020-2024
request trends.
The Council asked questions regarding the increase in pedestrian safety requests, traffic calming, and street
reconstruction projects.
Traffic Safety Coordinator Bauler stated that it is getting easier for residents to submit requests and
discussed ways to help with traffic calming and shifts in requests over the past few years.
7.2. PLANNING COMMISSION ADVISORY COMMUNICATION ON PARKING – ACCEPTED
Planning Commissioner Alkire presented information regarding the 2024 Work Plan Initiative #4 on parking,
themes and opportunities, parking audit, updates to the 2022 Off-Street Parking Ordinance, On-Street
Parking Plan, district parking, and recommendations.
The Council asked questions regarding the incorporation into the Comprehensive Plan, discussion on parking
benefit district, what will add the most benefit to Edina, and financing mechanisms for district parking.
The Council gave feedback on adding an objective of changing behaviors to help get more of the planning in
place, and pedestrian and bike experience along collector and arterial roads.
Page 9 of 425
Minutes/Edina City Council/March 4, 2025
Page 4
Planning Commissioner Alkire gave a brief description of the parking benefit districts, and where those could
apply in Edina. He stated that changes in on-street parking are an excellent, low-cost way to create space
for pedestrian and bike facilities.
Planning Commissioner Daye stated that he is excited about figuring out how to manage the increase in cars
to Edina in the coming years.
Member Agnew made a motion, seconded by Member Pierce, accepting the Planning
Commission advisory communication on parking and referring it to staff.
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
8.0 REPORTS / RECOMMENDATIONS
8.1. RESOLUTION NO. 2025-22 ACCEPTING DONATIONS – ADOPTED
Mayor Hovland explained that in order to comply with State Statutes; all donations to the City must be
adopted by Resolution and approved by four favorable votes of the Council accepting the donations.
Member Jackson introduced and moved adoption of Resolution No. 2025-22 accepting various
grants and donations. Member Pierce seconded the motion.
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
8.2. ORDINANCE NO. 2025-01, AMENDING CHAPTER 8 CONCERNING THE SALE OF
INHUMANELY BRED ANIMALS – TABLED TO MARCH 18, 2025
Council Member Agnew gave an overview of the ordinance and stated that following the First Reading on
this ordinance, there was engagement from the Humane Society, which led to further improvements to be
reviewed.
The Council asked questions regarding the clarification of the wording in the ordinance, prohibiting the sale
of dogs and cats in pet stores, and how to define inhumanely bred and treated animals.
City Attorney Kendall discussed the definition of a commercial kennel and the lack of a definition of a pet
store in the City Code.
Council Member Agnew discussed conversations with the Humane Society regarding animal sales in pet
stores, USDA standards, and what language could be used to define humanely bred animals.
Member Pierce made a motion, seconded by Member Jackson, tabling Ordinance No. 2025-
01, amending Chapter 8 concerning the Sale of Inhumanely Bred Animals, until the March 18,
2025, City Council meeting.
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
8.3. 2025 BOARD & COMMISSION APPOINTMENTS – APPROVED
City Manager Neal gave a brief overview of the proposed 2025 Board and Commission appointments that
begin on March 1, 2025.
Member Risser made a motion, seconded by Member Pierce, to appoint new Board &
Commission members as proposed.
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
9.0 COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) –
Received
9.1. MINUTES: TRANSPORTATION COMMISSION, JANUARY 16, 2025
Page 10 of 425
Minutes/Edina City Council/March 4, 2025
Page 5
10.0 MANAGER’S COMMENTS – Received
11.0 MAYOR AND COUNCIL COMMENTS – Received
12.0 ADJOURNMENT
Member Jackson made a motion, seconded by Member Pierce, to adjourn the meeting at 9:51
p.m.
Ayes: Agnew, Jackson, Pierce, Risser, Hovland
Motion carried.
Respectfully submitted,
Sharon Allison, City Clerk
Minutes approved by Edina City Council, March 18, 2025.
James B. Hovland, Mayor
Video Copy of the March 4, 2025, meeting available.
Page 11 of 425
d
ITEM REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.2
Prepared By: Pa Thao, Finance Director
Item Type: Claims Department: Finance
Item Title: Payment of Claims
Action Requested:
Approve claims for Payment.
Information/Background:
Claims information for approval is attached.
Supporting Documentation:
1. Check Register Claims Pre-List Dated 02.28.25 TOTAL $893,694.77
2. Check Register Claims Pre-List Dated 03.07.25 TOTAL $2,720,508.34
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d
ITEM REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.3
Prepared By: Chad Millner, Engineering Director
Item Type: Report & Recommendation Department: Engineering
Item Title: Resolution 2025-24: Infrastructure Investment and Jobs Act Discretionary Grant
Assistance Agreement
Action Requested:
Approve Resolution 2025-24 for Agreement No. 1056340 for IIJA Discretionary Grant Assistance
Information/Background:
This grant agreement secures $50,000 that will supplement funding for the Safe and Equitable Mobility
Action Plan.
Resources/Financial Impacts:
This grant funding will cover the required match of a larger grant. The total project cost is
approximately $250,000. 100% of the cost is covered by two grants.
Relationship to City Policies:
The grant funds a portion of the work related the Safe and Equitable Mobility Action Plan. It is
directly related to the Comprehensive Plan, Pedestrian and Bicycle Master Plan, and the Climate
Action Plan.
Supporting Documentation:
1. Resolution No. 2025-24: IIJA Grant Assistance
2. IIJA Grant Assistance Agreement
Page 146 of 425
MnDOT Agreement No. 1056340
SAP No. 120-589-001
RESOLUTION NO. 2025-24
ENTERING INTO AGREEMENT NO. 1056340
STATE FUNDED PROGRAM FOR
INFRASTRUCTURE INVESTMENT AND JOBS ACT (IIJA)
DISCRETIONARY GRANT ASSISTANCE
SAP No. 120-589-001
WHEREAS, City of Edina has applied to the Commissioner of Transportation for a grant from the
State Program for IIJA Assistance; and
WHEREAS, the Commissioner of Transportation has given notice that funding for this project is
available; and
WHEREAS, the amount of the grant has been determined to be $50,000.00 by reason of the lowest
responsible bid;
NOW THEREFORE, BE IT RESOLVED, the City of Edina does hereby agree to the terms and
conditions of the grant consistent with Minnesota Laws 2023, Chapter 68, Article 1, Section 2, Subdivision 5(a)
and will pay any additional amount by which the cost exceeds the estimate, and will return any amount
appropriated for the project but not required. The proper city officers are authorized to execute a grant
agreement and any amendments thereto with the Commissioner of Transportation concerning the above-
referenced grant.
Adopted this 18th day of March, 2025.
ATTEST:_____________________________ _________________________________
Sharon Allison, City Clerk James B. Hovland, Mayor
STATE OF MINNESOTA )
COUNTY OF HENNEPIN )
CITY OF EDINA )
CERTIFICATE OF CITY CLERK
I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached
and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of March 18, 2025,
and as recorded in the Minutes of said Regular Meeting.
WITNESS my hand and seal of said City this ________ day of _____________________, 2025.
__________________________________
Sharon Allison, City Clerk
Page 147 of 425
MnDOT Agreement No. 1056340
SP 120-589-001
1 CM State Aid Federal Transportation Grants Technical Assistance or IIJA Discretionary Grant Match Grant Agreement (Rev. October 2024)
STATE OF MINNESOTA FEDERAL TRANSPORTATION GRANTS TECHNICAL ASSISTANCE AND IIJA DISCRETIONARY MATCH
GRANT AGREEMENT
This agreement is between the State of Minnesota, acting through its Commissioner of Transportation ("State"), and ("Grantee"):
Public Entity (Grantee) name, address and contact person: City of Edina 7450 Metro Blvd Edina, MN 55439 Contact: Chad Millner, Director of Engineering
RECITALS
1. General Funds were appropriated to provide grants for technical assistance to a requesting local unit of government that seeks to submit an application for a federal discretionary grant for a transportation-related purpose in Minnesota Laws 2023, Chapter 68, Article 1, Section 2, Subdivision 5(a). 2. General funds were appropriated to make state funded grants to a federal grant recipient in Minnesota Laws 2023, Chapter 68, Article 1, Section 2, Subdivision 5(a). 3. Grantee has been awarded Federal Transportation Grants Technical Assistance or IIJA Discretionary Grant Match funds in session law as noted above. 4. Grantee represents that it is duly qualified and agrees to perform all services described in this agreement to the satisfaction of the State. Pursuant to Minn.Stat.§16B.98, Subd.1, Grantee agrees to minimize administrative costs as a condition of this agreement.
AGREEMENT TERMS
1 Term of Agreement, Survival of Terms, and Incorporation of Exhibits Effective Date. This agreement will be effective on the date the State obtains all required signatures under Minn. Stat.§16B.98, Subd. 5. As required by Minn.Stat.§16B.98 Subd. 7, no payments will be made to Grantee until this agreement is fully executed. Grantee must not begin work under this agreement until this agreement is fully executed and Grantee has been notified by the State’s Authorized Representative to begin the work. Expiration Date. This agreement will expire on December 31, 2029, or when all obligations have been satisfactorily fulfilled, whichever occurs first.
Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive in order to give effect to their meaning will survive the expiration or termination of this agreement, including, without limitation, the following clauses: 8. Liability; 9. State Audits; 10. Government Data Practices and Intellectual
Property; 11. Workers Compensation; 12. Governing Law, Jurisdiction, and Venue; and 14. Data Disclosure. Exhibits. Exhibit A: Sources and Uses of Funds Schedule; Exhibit B: Grant Application; and Exhibit C: Grantee Resolution Approving Grant Agreement are attached and incorporated into this agreement.
2 Grantee’s Duties Grantee will conduct activities in accordance with its grant application, or in the case of legislatively selected projects, in accordance with the enabling session law, which is attached to this Agreement as Exhibit B. Grantee will comply with all required grants management policies and procedures set forth through Minn.Stat.§16B.97, Subd. 4 (a) (1). Asset Monitoring. If Grantee uses funds obtained by this agreement to acquire a capital asset, the Grantee is required to use that asset for a public purpose for the normal useful life of the asset. Grantee may not sell or change
the purpose of use for the capital asset(s) obtained with grant funds under this agreement without the prior written consent of the State and an agreement executed and approved by the same parties who executed and approved this agreement, or their successors in office.
Page 148 of 425
MnDOT Agreement No. 1056340
SP 120-589-001
2 CM State Aid Federal Transportation Grants Technical Assistance or IIJA Discretionary Grant Match Grant Agreement (Rev. October 2024)
3 Time Grantee must comply with all the time requirements described in this agreement. In the performance of this grant agreement, time is of the essence.
4 Consideration and Payment Consideration. The State will pay for all services performed by Grantee under this agreement as follows:
4.1.1 Compensation. Grantee will be reimbursed for actual, incurred costs that are eligible under in Minnesota Laws 2023, Chapter 68, Article 1, Section 2, Subdivision 5(a). Grantee shall use this grant solely to reimburse itself for expenditures it has already made to pay for the costs of one or more of the activities listed under section 2.1. 4.1.2 Sources and Uses of Funds. Grantee represents to State that the Sources and Uses of Funds Schedule attached as Exhibit A accurately shows the total cost of the project and all of the funds that are available for the completion of the project. Grantee agrees that it will pay for any costs that are ineligible for reimbursement and for any amount by which the costs exceed State’s total obligation in section 4.1.3. Grantee will return to State any amount appropriated but not required. 4.1.3 Total Obligation. The total obligation of the State for all compensation and reimbursements to Grantee under this agreement will not exceed $50,000.00.
Payment 4.2.1 Invoices. Grantee will submit state aid pay requests for reimbursements requested under this grant agreement. The State will promptly pay Grantee after Grantee presents an itemized invoice for the services actually performed and the State's Authorized Representative accepts the invoiced services. 4.2.2 All Invoices Subject to Audit. All invoices are subject to audit, at State’s discretion.
4.2.3 State’s Payment Requirements. State will promptly pay all valid obligations under this agreement as required by Minnesota Statutes §16A.124. State will make undisputed payments no later than 30 days after receiving Grantee’s invoices and progress reports for services performed. If an invoice is incorrect, defective or otherwise improper, State will notify Grantee within ten days of discovering the error. After State receives the corrected invoice, State will pay Grantee within 30 days of receipt of such invoice. 4.2.4 Grant Monitoring Visit and Financial Reconciliation. During the period of performance, the State will
make at least annual monitoring visits and conduct annual financial reconciliations of Grantee’s expenditures. 4.2.4.1 The State’s Authorized Representative will notify Grantee’s Authorized Representative where and when any monitoring visit and financial reconciliation will take place, which State employees and/or contractors will participate, and which Grantee staff members should be present. Grantee will be provided with at least seven calendar days of notice prior to any monitoring visit or financial reconciliation. 4.2.4.2 Following a monitoring visit or financial reconciliation, Grantee will take timely and appropriate action on all deficiencies identified by State.
4.2.4.3 At least one monitoring visit and one financial reconciliation must be completed prior to final payment being made to Grantee. 4.2.5 Unexpended Funds. The Grantee must promptly return to the State at grant closeout any unexpended funds
that have not been accounted for in a financial report submitted to the State. 4.2.6 Closeout. The State will determine, at its sole discretion, whether a closeout audit is required prior to final payment approval. If a closeout audit is required, final payment will be held until the audit has been completed. Monitoring of any capital assets acquired with grant funds will continue following grant closeout. Contracting and Bidding Requirements. If Grantee is a municipality as defined by Minn. Stat. § 471.345, subdivision 1, then Grantee shall comply with the requirements of Minn. Stat. § 471.345 for all procurement under
this Agreement. 5 Conditions of Payment All services provided by Grantee under this agreement must be performed to the State’s satisfaction, as determined at the sole discretion of the State’s Authorized Representative and in accordance with all applicable federal, state, and local laws, ordinances, rules, and regulations. The Grantee will not receive payment for work found by the State to be
unsatisfactory or performed in violation of federal, state, or local law.
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6 Authorized Representatives
The State's Authorized Representative is: Marc Briese, Programs Engineer,
MnDOT State Aid Office 395 John Ireland Boulevard, MS 500 St. Paul, MN 55155
Office: 651-366-3802 marc.briese@state.mn.us or his/her successor. State’s Authorized Representative has the responsibility to monitor Grantee’s performance and the authority to accept the services provided under this agreement. If the services are satisfactory, the State's Authorized Representative will certify acceptance on each invoice submitted for payment.
Grantee’s Authorized Representative is:
Chad Millner Director of Engineering City of Edina 7450 Metro Blvd Edina, MN 55439 Office: 952.826.0318
cmillner@edinamn.gov If Grantee’s Authorized Representative changes at any time during this agreement, Grantee will immediately
notify the State. 7 Assignment Amendments, Waiver, and Grant Agreement Complete
Assignment. The Grantee may neither assign nor transfer any rights or obligations under this agreement without the prior written consent of the State and a fully executed Assignment Agreement, executed and approved by the same parties who executed and approved this agreement, or their successors in office. Amendments. Any amendments to this agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original agreement, or their successors in office.
Waiver. If the State fails to enforce any provision of this agreement, that failure does not waive the provision or the State’s right to subsequently enforce it. Grant Agreement Complete. This grant agreement contains all negotiations and agreements between the State and Grantee. No other understanding regarding this agreement, whether written or oral, may be used to bind either party. 7.5 Electronic Records and Signatures. The parties agree to contract by electronic means. This includes using electronic signatures and converting original documents to electronic records. 7.6 Certification. By signing this Agreement, the Grantee certifies that it is not suspended or debarred from
receiving federal or state awards. 8 Liability
Grantee and State agree that each will be responsible for its own acts and the results thereof to the extent authorized by law, and neither shall be responsible for the acts of the other party and the results thereof. The liability of State is governed by the provisions of Minn. Stat. Sec. 3.736. If Grantee is a “municipality” as that term is used in Minn. Stat.
Chapter 466, then the liability of Grantee is governed by the provisions of Chapter 466. Grantee’s liability hereunder shall not be limited to the extent of insurance carried by or provided by Grantee, or subject to any exclusion from coverage in any insurance policy.
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9 State Audits
Under Minn. Stat. § 16B.98, Subd.8, the Grantee’s books, records, documents, and accounting procedures and practices of Grantee, or other party relevant to this grant agreement or transaction, are subject to examination by the State and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of this agreement,
receipt and approval of all final reports, or the required period of time to satisfy all state and program retention requirements, whichever is later. Grantee will take timely and appropriate action on all deficiencies identified by an audit.
10 Government Date Practices and Intellectual Property Rights Government Data Practices. Grantee and State must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all data provided by the State under this grant agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Grantee under this agreement. The civil remedies of Minn. Stat. §13.08 apply to the release of the data referred to in this clause by either Grantee or the State. 11 Workers Compensation The Grantee certifies that it is in compliance with Minn. Stat. §176.181, Subd. 2, pertaining to workers’ compensation insurance coverage. The Grantee’s employees and agents will not be considered State employees. Any claims that may arise under the Minnesota Workers’ Compensation Act on behalf of these employees and any claims made by any third
party as a consequence of any act or omission on the part of these employees are in no way the State’s obligation or responsibility.
12 Governing Law, Jurisdiction, and Venue Minnesota law, without regard to its choice-of-law provisions, governs this agreement. Venue for all legal proceedings out of this agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota.
13 Termination; Suspension Termination. The State or Commissioner of Administration may unilaterally terminate this agreement at any time with or without cause, upon written notice to the Grantee. Upon termination, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed. Termination for Cause. The State may immediately terminate this grant agreement if the State finds that there has been a failure to comply with the provisions of this agreement, that reasonable progress has not been made,
that fraudulent or wasteful activity has occurred, that Grantee has been convicted of a criminal offense relating to a state grant agreement, or that the purposes for which the funds were granted have not been or will not be fulfilled. The State may take action to protect the interests of the State of Minnesota, including the refusal to disburse additional funds and requiring the return of all or part of the funds already disbursed. Termination for Insufficient Funding. The State may immediately terminate this agreement if: 13.3.1 It does not obtain funding from the Minnesota Legislature; or 13.3.2 If funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination must be by written notice to the Grantee. The State is not obligated to pay for any services
that are provided after notice and effective date of termination. However, the Grantee will be entitled to payment, determined on a pro rata basis, for services satisfactorily performed to the extent that funds are available. The State will not be assessed any penalty if the agreement is terminated because of the decision
of the Minnesota Legislature, or other funding source, not to appropriate funds. The State will provide the Grantee notice of the lack of funding within a reasonable time of the State’s receiving that notice. Suspension. The State may immediately suspend this agreement in the event of a total or partial government
shutdown due to the failure to have an approved budget by the legal deadline. Work performed by the Grantee during a period of suspension will be deemed unauthorized and undertaken at risk of non-payment.
14 Data Disclosure Under Minn. Stat. § 270C.65, Subd. 3, and other applicable law, Grantee consents to disclosure of its social security number, federal employer tax identification number, and/or Minnesota tax identification number, already provided to the State, to federal and state tax agencies and state personnel involved in the payment of state obligations. These
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identification numbers may be used in the enforcement of federal and state tax laws which could result in action
requiring the Grantee to file state tax returns and pay delinquent state tax liabilities, if any. 15 Fund Use Prohibited. The Grantee will not utilize any funds received pursuant to this Agreement to compensate,
either directly or indirectly, any contractor, corporation, partnership, or business, however organized, which is disqualified or debarred from entering into or receiving a State contract. This restriction applies regardless of whether the disqualified or debarred party acts in the capacity of a general contractor, a subcontractor, or as an equipment or
material supplier. This restriction does not prevent the Grantee from utilizing these funds to pay any party who might be disqualified or debarred after the Grantee’s contract award on this Project. 16 Discrimination Prohibited by Minnesota Statutes §181.59. Grantee will comply with the provisions of Minnesota Statutes §181.59 which requires that every contract for or on behalf of the State of Minnesota, or any county, city, town, township, school, school district or any other district in the state, for materials, supplies or construction will contain provisions by which Contractor agrees: 1) That, in the hiring of common or skilled labor for the performance of any work under any contract, or any subcontract, no Contractor, material supplier or vendor, will, by reason of race, creed or color, discriminate against the person or persons who are citizens of the United States or resident aliens who are qualified and available to perform the work to which the employment relates; 2) That no Contractor, material supplier, or vendor, will, in any manner, discriminate against, or intimidate, or prevent the employment of any person or persons
identified in clause 1 of this section, or on being hired, prevent or conspire to prevent, the person or persons from the performance of work under any contract on account of race, creed or color; 3) That a violation of this section is a misdemeanor; and 4) That this contract may be canceled or terminated by the state of Minnesota, or any county, city,
town, township, school, school district or any other person authorized to grant contracts for employment, and all money due, or to become due under the contract, may be forfeited for a second or any subsequent violation of the terms or conditions of this Agreement.
17 Limitation. Under this Agreement, the State is only responsible for receiving and disbursing funds. Nothing in this Agreement will be construed to make the State a principal, co-principal, partner, or joint venturer with respect to the Project(s) covered herein. The State may provide technical advice and assistance as requested by the Grantee, however, the Grantee will remain responsible for providing direction to its contractors and consultants and for administering its contracts with such entities. The Grantee’s consultants and contractors are not intended to be third party beneficiaries of this Agreement. 18 Additional Provisions Prevailing Wages. Grantee agrees to comply with all of the applicable provisions contained in Minnesota Statutes Chapter 177, and specifically those provisions contained in Minn. Stat.§. 177.41 through 177.435 as they may be
amended or replaced from time to time with respect to the project. By agreeing to this provision, Grantee is not acknowledging or agreeing that the cited provisions apply to the project.
E-Verification. Grantee agrees and acknowledges that it is aware of Minn. Stat. § 16C.075 regarding e-verification of employment of all newly hired employees to confirm that such employees are legally entitled to work in the United States, and that it will, if and when applicable, fully comply with such order.
Telecommunications Certification. If federal funds are included in Exhibit A, by signing this agreement Grantee certifies that, consistent with Section 889 of the John S. McCain National Defense Authorization Act for Fiscal Year
2019, Pub. L. 115-232 (Aug. 13, 2018), Grantee does not and will not use any equipment, system, or service that uses “covered telecommunications equipment or services” (as that term is defined in Section 889 of the Act) as a substantial or essential component of any system or as critical technology as part of any system. Grantee will include this
certification as a flow down clause in any contract related to this agreement. Title VI/Non-discrimination Assurances. Grantee agrees to comply with all applicable US DOT Standard Title VI/Non-Discrimination Assurances contained in DOT Order No. 1050.2A, and in particular Appendices A and E, which can be found at: https://edocs-public.dot.state.mn.us/edocs_public/DMResultSet/download?docId=11149035. If federal
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funds are included in Exhibit A, Grantee will ensure the appendices and solicitation language within the assurances are
inserted into contracts as required. State may conduct a review of the Grantee’s compliance with this provision. The Grantee must cooperate with State throughout the review process by supplying all requested information and documentation to State, making Grantee staff and officials available for meetings as requested, and correcting any areas
of non-compliance as determined by State. Use, Maintenance, Repair and Alterations. The Grantee shall not, without the written consent of the State and
the Commissioner, (i) permit or allow the use of any of the property improved with these grants funds (the Real Property) for any purpose other than in conjunction with or for the operation of a county highway, county state-aid highway, town road, or city street and for other uses customarily associated therewith, such as trails and utility corridors , (ii) substantially alter any of the Real Property except such alterations as may be required by laws, ordinances or regulations, or such other alterations as may improve the Real Property by increasing its value or which improve its ability to be used for the purposes set forth in section (i), (iii) take any action which would unduly impair or depreciate the value of the Real Property, (iv) abandon the Real Property, or (v) commit or permit any act to be done in or on the Real Property in violation of any law, ordinance or regulation. If the Grantee fails to maintain the Real Property in accordance with this Section, the State may perform whatever acts and expend whatever funds necessary to so maintain the Real Property, and the Grantee irrevocably authorizes the State to
enter upon the Real Property to perform such acts as may be necessary to so maintain the Real Property. Any actions taken or funds expended by the State shall be at its sole discretion, and nothing contained herein shall require the State to take any action or incur any expense and the State shall not be responsible, or liable to the Grantee or any other entity, for any such acts that are performed in good faith and not in a negligent manner. Any funds expended by the State pursuant to this Section shall be due and payable on demand by the State and will bear interest from the date of payment by the State at a rate equal to the lesser of the maximum interest rate allowed by law or 18% per year based upon a 365-day year.
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GRANTEE
The Grantee certifies that the appropriate person(s) have executed the grant agreement on behalf of the Grantee as required by applicable articles, bylaws, resolutions, or ordinances.
By:
Title:
Date:
By:
Title:
Date:
By:
Title:
Date:
DEPARTMENT OF TRANSPORTATION Approval and Certifying Encumbrance as required by Minnesota Statutes § 16A.15 and 16C.05
By: __________________________________ State Aid Programs Manager (with delegated authority) Date: ________________________________ DEPARTMENT OF TRANSPORTATION CONTRACT MANAGEMENT By: Date:
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EXHIBIT A SOURCES AND USES OF FUNDS SCHEDULE
SOURCES OF FUNDS USES OF FUNDS
Entity Supplying Funds Amount Expenses Amount
State Funds: Items Paid for with
2023 State IIJA Match Funds Grant
SAAS Acct 426
$50,000.00 General Fund Grant Funds:
Other: Safe Streets for All
Planning Study $50,000.00
________________ $___________ ________________ $___________
________________ $___________ ________________ $___________
________________ $___________ ________________ $___________
Subtotal $50,000.00 Subtotal $50,000.00
Public Entity Funds: Items paid for with Non-
Matching Funds $___________ General Fund
Grant Funds:
Other: Safe Streets for All
Planning Study $200,000.00
Federal Funds (Safe Streets for All Planning) $200,000.00 ________________ $___________
________________ ________________ $___________
________________ $___________
Subtotal $200,000.00
Subtotal $200,000.00
TOTAL FUNDS $250,000.00 = TOTAL PROJECT COSTS $250,000.00
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EXHIBIT B
GRANT APPLICATION Attach the grant application for the project
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Form Name: IIJA-match-application
Submission Time: January 10, 2024 10:25 am
Browser: Chrome 120.0.0.0 / Windows
IP Address: 156.142.185.16
Unique ID: 1182440021
I certify that I meet the eligibility
requirements.
Yes
Entity Legal Name City of Edina, MN
Mailing address 4801 W 50th Street
Edina, MN 55424
Type of applicant Local government
Authorized representative
Name Chad Millner
Title Director of Engineering
Phone number (952) 826-0318
Email address cmillner@edinamn.gov
Program contact
Name Matthew Gabb
Title Sustainability Specialist
Phone number (952) 826-1611
Email address mgabb@edinamn.gov
Program/project information
Transportation mode Bicycle/pedestrian
Program/project title SS4A Planning Grant for a Safe & Equitable Mobility Action Plan in Edina,
MN
Brief program/project description Edina's new Mobility Action Plan will combine various transportation plans
into one comprehensive plan. A streamlined action plan holistically
addresses safety issues and considers ALL roadway users.
Program/project location Edina, MN
Congressional district of
program/project
CD 3 & 5
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Estimated start date Apr 01, 2024
Estimated end date May 31, 2026
Federal award information
Name of federal awarding agency/office U.S. Department of Transportation Office of the Secretary (OST)
Name of OST grant program Safe Streets and Roads for All
Category Safety
Assistance Listing Number (ALN)20.939
Federal Funding Opportunity Number DOT-SS4A-FY23-01
Date of notice of award Oct 30, 2023
Federal application information
Amount of federal funds requested 200000
Amount of federal funds awarded 200000
Total project cost (as proposed on
application)
250000
Match requirement percentage for the
federal program
25
Upload PDF of SF-424 from application https://mndotforms.formstack.com/admin/download/file/15749308648
Upload Notice of Award
letter/confirmation from federal
awarding agency
https://mndotforms.formstack.com/admin/download/file/15749308649
Additional comments
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EXHIBIT C
GRANTEE RESOLUTION APPROVING GRANT AGREEMENT
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RESOLUTION State Funded Program for IIJA Discretionary Grant Assistance Terms and Conditions
SAP 120-589-001
Date
WHEREAS, the City of Edina has applied to the Commissioner of Transportation for a grant from the State Program for IIJA Assistance; and
WHEREAS, the Commissioner of Transportation has given notice that funding for this project is available; and
WHEREAS, the amount of the grant has been determined to be $50,000.00 by reason of the lowest responsible bid;
NOW THEREFORE, be it resolved that the City of Edina ] does hereby agree to the terms and conditions of the
grant consistent with Minnesota Laws 2023, Chapter 68, Article 1, Section 2, Subdivision 5(a), and will pay any additional amount by which the cost exceeds the estimate and will return any amount appropriated for the project but not required. The proper City officers are authorized to execute a grant agreement and any amendments thereto with the Commissioner of Transportation concerning the above-referenced grant.
City officials’ signatures
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d
PURCHASE REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.4
Prepared By: Chad Millner, Engineering Director
Item Type: Request for Purchase Department: Engineering
Item Title: Request for Purchase: Rosland Park Pedestrian Bridge Steel Truss & Engineering
Services
Action Requested:
Approve Request for Purchase for Rosland Park Pedestrian Bridge Steel Truss & Engineering Services
with Anderson Bridges for $625,900.
Information/Background:
The selected vendor will assist with the final design details related to the unique aspects of this bridge
and eventually supply the bridge. The project is at approximately 30% design. Construction is
anticipated for 2026.
Requisition
Number:
12500065 Funding
Source:
Legislative Appropriation &
MnDOT
Vendor: Anderson Bridges Equipment
Status:
Replacement
Cost: $625,900
Resources/Financial Impacts:
The project is funded by a combination of a legislative appropriation and MnDOT funding. The City
will implement, own, and operate the bridge.
Relationship to City Policies:
The project aligns with the Comprehensive Plan, Pedestrian and Bicycle Master Plan, and the Climate
Action Plan.
Budget Pillar:
Strong Foundation
Better Together
Values Impact:
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Stewardship Replacing infrastructure at the appropriate time is sound asset
management practice.
Engagement Much community engagement has occurred related to this project, and
it will continue during design and construction.
Supporting Documentation:
1. ENG 25-4 Contract
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CONTRACT NO. ENG 25-4 THIS AGREEMENT made this 18th day of March, 2025, by and between the CITY OF EDINA, a Minnesota
municipal corporation (“City”) and Anderson Bridges LLC, 111 Willow Street, Colfax, WI 54730 (“Contractor”). City and Contractor, in consideration of the mutual covenants set forth herein, agree as follows:
1. 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 Agreement.
B. Instructions to Bidders.
C. City of Edina General Contract Conditions.
D. Addenda numbers 1-3.
E. Specifications prepared by Chad A Millner, P.E., dated February 6, 2025.
F. Plan sheets numbered 1 to 2.
G. Performance Bond.
H. Responsible Contractor Verification of Compliance
I. Contractor’s Bid dated March 5, 2025.
The Contract Documents are to be read and interpreted as a whole. The intent of the Contract Documents is to include all
items necessary for the proper execution and completion of the Work and to require Contractor to provide the highest quality and greatest quantity consistent with the Contract Documents. If there are inconsistencies within or among part of the
Contract Documents or between the Contract Documents and applicable standards, codes or ordinances, the Contractor shall provide the better quality or greater quantity of Work or comply with the more stringent requirements. 1.1 Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Project
site and shall be responsible for the correctness of such measurements. No extra charges or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the
Drawings. Any difference that may be found shall be submitted to the City for resolution before proceeding with the Work. 1.2 If a minor change in the Work is necessary due to actual field conditions, the Contractor shall submit detailed
drawings of such departure to the City for approval before making the change. The City shall not be required to make any adjustment to either the Contract Sum or Contract Time because of any failure by the Contractor to comply with the requirements of this paragraph. Actual or alleged conflicts or inconsistencies between
the Plans and Specifications or other Contract Documents shall be brought to the City’s attention in writing, prior to performing the affected Work. The City’s directions shall be followed by the Contractor.
2. OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents.
3. OBLIGATIONS OF THE CITY. The City agrees to pay and the Contractor agrees to receive and accept
payment in accordance with the Contractor’s bid $625,900.00.
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4. PAYMENT PROCEDURES. A. Contractor shall submit Applications for Payment. Applications for Payment will be processed by City as provided in the General Conditions. B. Progress Payments; Retainage. City shall make 95% progress payments on account of the Contract Price
on the basis of Contractor’s Applications for Payment during performance of the Work. C. Payments to Subcontractor. (1) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the
City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1½ percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor
shall pay the actual penalty due to the subcontractor. (2) Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval.
The form is used to receive certification from the state that the vendor has complied with the
requirement to withhold and remit state withholding taxes for employee salaries paid.
D. Final Payment. Upon final completion of the Work, City shall pay the remainder of the Contract Price as recommended by City.
5. COMPLETION DATE.
The Work must be completed and ready for final payment by October 15, 2026. 6. CONTRACTOR’S REPRESENTATIONS. A. Contractor has examined and carefully studied the Contract Documents and other related data identified in
the Contract Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface
structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. E. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions
(surface, subsurface, and underground facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means,
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methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. F. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents.
G. Contractor is aware of the general nature of work to be performed by City and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations,
investigations, explorations, tests, studies, and data with the Contract Documents. I. Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to
Contractor.
J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. K. Subcontracts:
(1) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the
executed Contract Documents, submit in writing to the City the names of the subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the
consent of the City. (2) The Contractor is responsible to the City for the acts and omissions of the Contractor's
subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees.
(3) The Contract Documents shall not be construed as creating any contractual relation between the City and any subcontractor.
(4) The Contractor shall bind every subcontractor by the terms of the Contract Documents.
7. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the bid shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any
and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and
damage done by reason of the same in accordance with the bid specifications.
8. INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of
reasonable attorney’s fees it may incur as a result of any such claims.
9. MISCELLANEOUS.
A. Terms used in this Agreement have the meanings stated in the General Conditions. B. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants,
agreements, and obligations contained in the Contract Documents.
C. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor, who agree that the Contract Documents shall be reformed to replace such
Page 165 of 425
4
1/2015 ENG 25-4
stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of
this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City.
E. Copyright/Patent. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. If the equipment provided by the
Contractor pursuant to this Agreement contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software
licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software.
F. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Agreement
without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing.
G. Waiver. In the particular event that either party shall at any time or times waive any breach of this
Agreement by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Agreement by either party, whether of the same or any other covenant, condition or obligation.
H. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Agreement. In
the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County.
I. Severability. If any provision, term or condition of this Agreement is found to be or becomes 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.
J. 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.
K. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall procure all permits and
licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of-way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements.
L. If the work is delayed or the sequencing of work is altered because of the action or inaction of the City, the
Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation.
Page 166 of 425
5
1/2015 ENG 25-4
M. Responsible Contractor. This contract may be terminated by the City at any time upon discovery by the City that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn Stat. § 16C.285, subd. 3. CITY OF EDINA CONTRACTOR BY: ____________________________ BY: ____________________________ Its Mayor Its
AND ___________________________ AND ___________________________ Its City Manager Its
Page 167 of 425
d
PURCHASE REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.5
Prepared By: Chad Millner, Engineering Director
Item Type: Request for Purchase Department: Engineering
Item Title: Request for Purchase: Change Order #1 for Rosland Park Pedestrian Bridge
Architectural Services
Action Requested:
Approve Request for Purchase for Change Order #1 for Rosland Park Pedestrian Bridge
Architectural Services with Snow Kreilich Architects for $40,000.
Information/Background:
This change order will allow the architect to continue assisting with final design as a bridge fabricator
is hired as part of the team. They will review details and provide sketches for coordination and
renderings for community engagement.
Requisition
Number:
12400200 Funding
Source:
Legislative Appropriation &
MnDOT Funding
Vendor: Snow Kreilich Equipment
Status:
Replacement
Cost: $40,000
Resources/Financial Impacts:
The project is funded by a combination of a legislative appropriation and MnDOT Funding. THe City
will implement, own, and operate the bridge.
Orginal Budget = $88,000
Change Order #1 = $40,000
Total Project Budget = $128,000
Relationship to City Policies:
The project aligns with the Comprehensive Plan, Pedestrian and Bicycle Master Plan, and the Climate
Action Plan.
Budget Pillar:
Strong Foundation
Better Together
Page 168 of 425
Values Impact:
Stewardship Replacing infrastructure at the appropriate time is sound asset
management practice.
Engagement Much community engagement has occurred related to this project, and
it will continue during design and construction.
Supporting Documentation:
1. Change Order #1
Page 169 of 425
Matthew James Kreilich, FAIA
Snow Kreilich Architects
219 North Second Street suite 120
Minneapolis, MN, 55401
612-723-2959
matt@snowkreilich.com
PROJECT ROSLAND PARK PEDESTRIAN BRIDGE – CITY OF EDINA
February 26th, 2025
Chad,
We are requesting an additional fee of $40,000 to continue design support of the 60% Bridge Plan
submittal. Our original proposal did not extend our scope into this phase. With the addition of a
bridge contractor, our involvement in this phase is critical to maintaining design intent and
refined detail development with the bridge manufacturer. Bolton and Menk agree this continued
effort will benefit the project. Our primary role during this phase will be to review documentation
and provide detail sketches for coordination and renderings in support of the design evolution.
Deliverables and Scope:
• Guide overall design appearance of bridge
• Continue coordination and detail development of exterior wood scrim
• Continued coordination and review of proposed lighting integration
• Coordination with Arbor Wood regarding material selection, dimensions, and attachment
methods
• Collaboration on bridge decking
• Development of site furniture/seating on bridge and on site
• Participate in coordination meetings with the City, Bolten and Menk, and bridge truss
contractor
• Development of stair concept
• Make revisions and updates to base design of MnDOT’s 60% review comments
• Up to one (1) revision of renderings for City presentation at the end of 60% Bridge design
Thanks for your consideration,
Matthew J Kreilich, FAIA
Accepted by:
Date:
Page 170 of 425
d
ITEM REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.6
Prepared By: Andrew Reinisch, Engineering Technician
Item Type: Report & Recommendation Department: Engineering
Item Title: Encroachment Agreement for 4701 White Oaks Road
Action Requested:
Approve Encroachment Agreement for 4701 White Oaks Road for retaining walls along the driveway.
Information/Background:
This is an encroachment agreement for a driveway that requires retaining walls to be within the city's
right-of-way.
Resources/Financial Impacts:
No financial or operational impact to the City. Owners will maintain the retaining walls.
Relationship to City Policies:
Supporting Documentation:
1. Encroachment Agreement
Page 171 of 425
234883v1
(reserved for recording information)
ENCROACHMENT AGREEMENT
AGREEMENT made this ____ day of _____________, 2025, by and between the
CITY OF EDINA, a Minnesota municipal corporation (“City”), and WHITE OAKS LLC, a
Minnesota limited liability company. (“Owner”).
1. BACKGROUND. Owner is the fee owner of certain real property located in the
City of Edina, County of Hennepin, State of Minnesota, legally described as follows:
PID 18-028-24-11-0032
Lot 23, Auditors Subdivision No. 319 Hennepin County, Minnesota.
having a street address 4701 White Oaks Road, Edina, Minnesota 55424 (“Subject Property”). The
City owns easements for right of way purposes over a portion of the Subject Property (“Easement
Area”). Owner desires to install a retaining wall (“Improvement”) on the Subject Property which
will encroach on the City’s Easement Area as depicted on the attached Exhibit A.
2. ENCROACHMENT AUTHORIZATION. The City hereby approves the
encroachment in the Easement Area on the Subject Property for the Improvement subject to the
conditions set forth in this Agreement. Further conditions of encroachment approval are:
Page 172 of 425
234883v1
The City shall have no responsibility to repair, replace or maintain the
Improvement located within the Easement Area.
The Improvement must not impact or increase water drainage on the abutting
properties or cause any adverse drainage patterns or erosion to the abutting
properties.
The Owner, its heirs, successors and assigns, are fully responsible and liable for
any and all damage caused to the Improvement because of the Improvement
being installed in the Easement Area.
The Owner of the Subject Property will own and maintain the Improvement.
Further, Owner agrees that the Improvement shall be constructed and installed 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 Area, the Owner, for itself, its heirs and assigns, hereby agree to
indemnify and hold the City harmless from any damage caused to the Subject Property, including
the Improvement in the Easement Area, caused in whole or in part by the encroachment into the
City's Easement Area.
4. TERMINATION OF AGREEMENT. The City may terminate this Agreement at
any time if it is reasonably necessary for the City to occupy the Easement Area for right of way
purposes and the Improvement is inconsistent with the City’s use of the easement. 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 Agreement may then be terminated immediately. The Owner
shall remove that portion of the Improvement to the extent it impacts the Easement Area to the
effective date of the termination of this Agreement. If the Owner fails to do so, the City may remove
the Improvement and charge the cost of removal back to the Owner.
5. RECORDING. This Agreement shall run with the land and shall be recorded
against the title to the Subject Property.
Page 173 of 425
234883v1
CITY OF EDINA
By ___________________________________
(SEAL) James Hovland, Mayor
And __________________________________
Scott Neal, City Manager
STATE OF MINNESOTA )
)ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this _______ day of
__________________, 2025, by James Hovland and by Scott Neal, respectively the Mayor and
City Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the
corporation and pursuant to the authority granted by its City Council.
____________________________________
Notary Public
Page 174 of 425
234883v1
PROPERTY OWNER:
WHITE OAKS LLC
By:
_________________________ [print name]
Its: ______________________ [title]
STATE OF MINNESOTA )
)ss.
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this ______ day of
__________________, 2025, by ____________________________, the __________________ of
White Oak LLC, a Minnesota limited liability company, on behalf of the limited liability company.
____________________________________
Notary Public
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, #290
Eagan, Minnesota 55121
Telephone: (651) 452-5000
DSK/mew
Page 175 of 425
234883v1
EXHIBIT “A”
Page 176 of 425
d
PURCHASE REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.7
Prepared By: Noah Silver, Electrical Supervisor
Item Type: Request for Purchase Department: Engineering
Item Title: Request for Purchase: Video Detection and ADA Pedestrian Call System
Upgrade at 70th and Metro Blvd
Action Requested:
Approve Request for Purchase for Video Detection and ADA pedestrian call system upgrade at 70th
and Metro Blvd from Traffic Control Corporation for $40,775.
Information/Background:
The existing video detection system is at the end of its service life. The existing pedestrian call
system is not ADA compliant. For efficiency, both systems are being purchased and replaced at the
same time. This replacement ensures safe and reliable traffic control for vehicles and pedestrians.
Requisition
Number:
12500057 Funding
Source:
Traffic Signal Maintenance and
Repair
Vendor: Traffic Control Corporation Equipment
Status:
New
Cost: $40,775.00
Resources/Financial Impacts:
The purchase was off the MnDOT State Contract. This replacement is within budget and part of the
City's traffic signal maintenance and replacement plan. City of Edina staff will maintain and operate the
new video detection and pedestrian call system.
Relationship to City Policies:
This aligns with the Comprehensive Plan and the City's traffic signal maintenance and replacement
plan.
Budget Pillar:
Strong Foundation
Reliable Service
Page 177 of 425
Values Impact:
Stewardship
This replacement proactively maintains City assets by considering the
impact on future generations and balances the service, cost, and risk for
the life of the investment.
Equity The replacement ADA pedestrian call system provides equitable access
for all users.
Supporting Documentation:
1. Traffic Control Corp Agreement
Page 178 of 425
Number 663217
QUOTATION
Page:1 of 2
5651 MEMORIAL AVENUE
OAK PARK HEIGHTS, MN 55082
PHONE: 651-439-1737
To:13059
EDINA, CITY OF
ACCOUNTS PAYABLE
7450 METRO BLVD
EDINA MN 55439 USA
Phone:952-927-8861 Fax:
Quote Date:2/27/2025 Expires:4/28/2025
MAllwood@TCC1.com
651-439-1737Phone:
MATT ALLWOODSalesperson:
Email:
FOB:
Terms:NET 30 BASED ON APPROVED CREDIT
DESTINATION-FRT INCLUDED
Attn:
Email:
952-826-0392
Book / Call / Item:
Letting Date:
AUTOSCOPE & APS BUTTONSDescription:
Location:W 70TH ST & METRO BLVD
MNDOT CONTRACT 144047Contract No:
Part Number / Description Net PriceUnit Price Qty/UM
F34026
PEDESTAL (10in) MOUNT FOR MAST ARM OR LUMINAIRE ARM:
ECONOLITE, AMBKTM11
3.00130.00 390.00EA
MNDOT CONTRACT LINE ITEM #24
A62147
EXTENDED CAMERA MOUNT, 74in, ENCORE
1.00340.00 340.00EA
MNDOT CONTRACT LINE ITEM #25
F67938
AUTOSCOPE VISION VIDEO CAMERA: ECONOLITE, AVISION
4.006,915.00 27,660.00EA
MNDOT CONTRACT LINE ITEM #26
F90298
AUTOSCOPE VISION COMM MANAGER: ECONOLITE, AVCM
1.004,450.00 4,450.00EA
MNDOT CONTRACT LINE ITEM #27
F90287
CABLE TERRA POWER 18/3 1400FT
1.001,595.00 1,595.00RE
EL
MNDOT CONTRACT LINE ITEM #28
VIDEO DETECTION POWER / SDLC
6 FT AC LINE CORD & SDLC Y CABLE
1.00180.00 180.00EA
F73084
WIAAPS APB BS FS 915, BLACK, MN GRADE SHEETING,
RETROREFLECTIVE R10-3E SIGN, BRAILLE 2, INLCUDES SIGN
BRACKETS: CAMPBELL, 501-0901B/512-BLK-MN
4.00740.00 2,960.00EA
MNDOT CONTRACT LINE ITEM #75
* BUTTONS WILL BE CONFIGURED FOR INTERSECTION *
Pricing does not include applicable sales taxes. If order is to be exempt sales tax, documentation must be provided at time of order.
Additional terms may apply. Review our full Terms & Conditions of Sale at www.trafficcontrolcorp.com.
Page 179 of 425
Number 663217
QUOTATION
Page:2 of 2
5651 MEMORIAL AVENUE
OAK PARK HEIGHTS, MN 55082
PHONE: 651-439-1737
Part Number / Description Net PriceUnit Price Qty/UM
F19493
WIAAPS APC (INCLUDES BARRIER TERMINAL BOARD - SINGLE, 501-
0110), I/O CABLE SET AND WIFI ANTENNA: CAMPBELL, 501-0910
1.003,200.00 3,200.00EA
MNDOT CONTRACT LINE ITEM #76
Quote Total:40,775.00
Item Total:40,775.00
Misc Charges and Adjustments:0.00
As an authorized purchaser for the above named company, the undersigned agrees to the above quantities, prices,
and all terms listed above. Pricing does not include applicable sales taxes. If order is to be exempt sales tax,
documentation must be provided at time of order.
Additional terms may apply. Review our full Terms & Conditions of Sale at www.trafficcontrolcorp.com.
PO Number
Signature Printed Name
Auth Date Taxable Exempt
Pricing does not include applicable sales taxes. If order is to be exempt sales tax, documentation must be provided at time of order.
Additional terms may apply. Review our full Terms & Conditions of Sale at www.trafficcontrolcorp.com.
Page 180 of 425
d
PURCHASE REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.8
Prepared By: Derik Otten, Facility Manager
Item Type: Request for Purchase Department: Engineering
Item Title: Request for Purchase: Materials for Public Works Building Partial Roof
Replacement
Action Requested:
Approved Request for Purchase for materials for the Public Works building partial roof replacement
with Garland/DBS for $256,293.
Information/Background:
A portion of the roof on the Public Works and Parks Maintenance facility requires replacement as it
has experienced multiple leaks during heavy rain events. This request is to purchase the materials for
the roofing project. At the February 18 City Council meeting, a contract was issued to Berwald
Roofing for labor. At that time, the City indicated a request for purchase would follow for the
purchase of materials for the project from a cooperative purchasing contract.
Requisition
Number:
12500056 Funding
Source:
Capital Improvement Levy
Vendor: Garland/DBS Inc Equipment
Status:
Replacement
Cost: $256,293.00
Resources/Financial Impacts:
This project is being paid for as part of the CIP Asset Preservation Funds from 2024 and 2025.
Relationship to City Policies:
This project is part of the Capital Improvement Plan and reinforces the commitment to provide a
strong foundation by ensuring we are maintaining the city's resources and properties.
Budget Pillar:Use text snippets to include pillars on the item report.
Strong Foundation
Values Impact:Use text snippets to include Values in the item report.
Page 181 of 425
Stewardship
Planned replacement of roofs ensure they are maintained in good
operating conditions ensures the contents of the building are safe from
damage and limits risk exposure
Sustainability
Replacement of roofing allows the building insulation value (R-Value) to
be increased and meet new energy code requirements along with city
energy conservation goals
Supporting Documentation:
1. FC25-04 Public Wors Roof Replacement Purchase Order Agreement
Page 182 of 425
Phone :
Fax :
EU VAT no. :
OH
Cleveland44105
3800 E 91st Street
The Garland Company, Inc.
ORDER ACKNOWLEDGEMENT
CITY OF EDINA
7450 METRO BLVD
DEREK OTTEN
55439 Minneapolis
Order no. :SO2500367
PO COMING
1/20/2025
Customer code :1019075
Customer order ref :
Date :
United States of America
MN
Delivery method :
Carrier :
Deliver the :
CITY OF EDINA
7450 METRO BLVD
DEREK OTTEN
55439 Minneapolis
United States of America
MN
Net amount tax excludedNet price tax excludedQuantityProductDelivery date
4360 225 RL 332.0000 74 700.003/15/2025
StressPly®
4112 150 RL 185.0000 27 750.003/15/2025
HPR® Glasbase
4365-M 45 RL 341.0000 15 345.003/15/2025
StressPly® FR Mineral
4363-40-G 20 RL 411.0000 8 220.003/15/2025
VersiPly® 40
7110-5 45 EA 149.0000 6 705.003/15/2025
Flashing Bond®
7425-5 8 EA 219.0000 1 752.003/15/2025
Silver Flash®
4840-6 16 EA 86.0000 1 376.003/15/2025
GarMesh® 6"
4133 18 RL 366.0000 6 588.003/15/2025
R-Mer Seal
2130-ALUM 6 EA 23.0000 138.003/15/2025
Tuff-Stuff MS Aluminum Stone
Page 1 of 3
Page 183 of 425
Phone :
Fax :
EU VAT no. :
OH
Cleveland44105
3800 E 91st Street
The Garland Company, Inc.
ORDER ACKNOWLEDGEMENT
CITY OF EDINA
7450 METRO BLVD
DEREK OTTEN
55439 Minneapolis
Order no. :SO2500367
PO COMING
1/20/2025
Customer code :1019075
Customer order ref :
Date :
United States of America
MN
Delivery method :
Carrier :
Deliver the :
CITY OF EDINA
7450 METRO BLVD
DEREK OTTEN
55439 Minneapolis
United States of America
MN
Net amount tax excludedNet price tax excludedQuantityProductDelivery date
7612-5 2 EA 165.0000 330.003/15/2025
Garla-Prime™
7342-5 22 EA 126.8900 2 791.583/15/2025
WeatherScreen™
7342-55 25 EA 1 288.1800 32 204.503/15/2025
WeatherScreen™
7336-5 40 EA 120.7400 4 829.603/15/2025
Weatherking®
7336-55 23 EA 1 244.3400 28 619.823/15/2025
Weatherking®
7338-5 30 EA 169.0000 5 070.003/15/2025
Weatherking® Flashing Adhesive
36460 50 CS 363.4700 18 173.503/15/2025
DeckGrabber E HR Insul. Adh.
SSFS24STD 140 EA 155.0000 21 700.003/15/2025
Flat Stock 24G Galv Std Color
256 293.00 USDTax excluded line total
Page 2 of 3
Page 184 of 425
Phone :
Fax :
EU VAT no. :
OH
Cleveland44105
3800 E 91st Street
The Garland Company, Inc.
ORDER ACKNOWLEDGEMENT
CITY OF EDINA
7450 METRO BLVD
DEREK OTTEN
55439 Minneapolis
Order no. :SO2500367
PO COMING
1/20/2025
Customer code :1019075
Customer order ref :
Date :
United States of America
MN
Payment terms :NET 45 DAYS
The order(s) referenced herein are governed by and subject to, and Garland's acceptance of such order(s) is conditioned on the application of, Garland's Terms and
Conditions of Sales located on Garland's website (http://garlandco.com) ("Terms of Sale"). Buyer accepts to be bound by the Terms of Sale by placing an order with or
issuing a purchase order to Garland, or when it accepts delivery of Garland products. The Terms of Sale supersede all prior oral or written statements of any kind
made by the parties or their representatives. Additional or inconsistent terms on Buyer’s printed forms, including without limitation any purchase or confirmation order,
shall not be binding unless expressly agreed to in writing, signed by both Garland and Buyer.
Page 3 of 3
Page 185 of 425
d
PURCHASE REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.9
Prepared By: Richard Poppitz, Equipment Operations
Supervisor
Item Type: Request for Purchase Department: Public Works
Item Title: Request for Purchase: Unicarrier Forklift CF50N7
Action Requested:
Approve request for purchase for one 2025 Unicarrier CF50N7 forklift from Quality Equipment for
$25,048.
Information/Background:
This request for purchase would replace the current forklift 25-402. This forklift is 21 years old and
has a score of 32 out of 28 needed for scoring method for replacement.
Requisition
Number:
12500060 Funding
Source:
Public Works CIP Replacement
Fund
Vendor: Quality Equipment Equipment
Status:
Replacement
Cost: $25,048.00
Resources/Financial Impacts:
The forklift is funded through the Public Works CIP replacement funds.
Relationship to City Policies:
This purchase is part of the cities CIP equipment replacement plans.
Budget Pillar:
Values Impact:Use text snippets to include Values in the item report.
Sustainability
This will be a more efficient and reliable forklift for the City.
Supporting Documentation:
None
Page 186 of 425
d
PURCHASE REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.10
Prepared By: Richard Poppitz, Equipment Operations
Supervisor
Item Type: Request for Purchase Department: Public Works
Item Title: Request for Purchase: 2025 Ford Lightning Pickup Truck
Action Requested:
Approve request for purchase for one 2025 Ford Lightning from Boyer Ford for $51,394.
Information/Background:
This request for purchase would replace the current pickup. This pickup is 12 years old and has a
score of 30 out of 25 needed for scoring method for replacement. We are also able to upgrade to an
EV vehicle over a gas vehicle.
Requisition
Number:
12500058 Funding
Source:
Engineering Cip Replacement
Fund
Vendor: Boyer Ford Equipment
Status:
Replacement
Cost: $51,394.80
Resources/Financial Impacts:
The pickup is funded through the Engineering CIP replacement funds.
Relationship to City Policies:
This purchase is part of the cities CIP equipment replacement plans.
Budget Pillar:
Values Impact:
Sustainability Switching to a full EV vehicle over a traditional gas engine with the help
of the sustainability budget.
Supporting Documentation:
None
Page 187 of 425
d
PURCHASE REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.11
Prepared By: Ryan Schultz, Lieutenant
Item Type: Request for Purchase Department: Police
Item Title: Request for Purchase: 2025 Ford Interceptor Utility Patrol Vehicle
Action Requested:
Approve Request for Purchase for one 2025 Ford Interceptor Utility patrol vehicle from Trenvoorde
Ford for $46,672.
Information/Background:
This request for purchase is to replace a 2021 Ford Interceptor Utility that is due for
replacement. The replacement vehicle is the same model which will allow some of the emergency
equipment to be reused which will reduce the equipment costs. The vehicle purchase is funded
through equipment replacement and is within budget.
Requisition
Number:
2025/12500052 Funding
Source:
Police Equipment Replacement
Vendor: Tenvoorde Ford Equipment
Status:
New or Replacement
Cost: $46,719.94
Resources/Financial Impacts:
This vehicle is funded through the police department equipment replacement and is within budget.
Relationship to City Policies:
This purchase is part of the equipment replacement plan to ensure patrol vehicles are replaced when
appropriate.
Budget Pillar:
Strong Foundation
Reliable Service
Values Impact:
Page 188 of 425
Stewardship
Replacement of vehicles only when necessary to limit breakdowns and
costly mechanical repairs. Reusing some of the emergency equipment
to reduce cost.
Sustainability Reusing some of the emergency equipment to reduce cost and waste.
Supporting Documentation:
None
Page 189 of 425
d
ITEM REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.12
Prepared By: Todd Milburn, Police Chief
Item Type: Report & Recommendation Department: Police
Item Title: West Metro Drug Task Force Joint Powers Agreement Second Amendment
Action Requested:
Approve the second amendment of the West Metro Drug Task Force Joint Powers Agreement.
Information/Background:
The Edina Police Department has participated in a Drug Task Force since 1996. The Southwest
Metro Drug Task Force merged with the West Metro Drug Task Force (WMDTF) in 2023. The
current WMDTF includes Hennepin County, the cities of Edina, Eden Prairie, Hopkins, Medina,
Minnetonka, Minnetrista, St. Louis Park, South Lake Minnetonka, Orono, and the West Hennepin
Department of Public Safety. Edina assigns a full-time Detective to the task force and operations are
based in Eden Prairie.
Resources/Financial Impacts:
Relationship to City Policies:
Supporting Documentation:
1. WMDTF Agreement
Page 190 of 425
SECOND AMENDED AND RESTATED
WEST METRO DRUG TASK FORCE AGREEMENT
THIS SECOND AMENDED AND RESTATED WEST METRO DRUG TASK FORCE
AGREEMENT (the "Agreement") is made this 18th day of March 2025, by and among the
undersigned units of government who are responsible for the enforcement of controlled
substance laws in their respective jurisdictions.
WHEREAS the parties previously determined to create a regional joint powers entity for
the purpose of enforcing the laws of their respective jurisdictions; and
WHEREAS the parties entered into a joint powers agreement creating the West Metro Drug
Task Force dated July 27, 2004; and
WHEREAS, the parties entered into the AMENDED AND RESTATED WEST METRO
DRUG TASK FORCE AGREEMENT, dated September 13, 2016 (the “Amended Agreement”); and
WHEREAS the parties hereto wish to amend and restate the Amended Agreement to add
additional parties and make other administrative changes.
NOW, THEREFORE in consideration of the covenants herein contained the parties
hereto agree as follows:
1. Name. The parties hereby restate and validate the West Metro Drug Task Force. (“Task Force”).
2. General Purpose. The Task Force shall collaboratively investigate crimes and conduct
law enforcement. This Agreement restates and defines the rights and obligations of the
Governmental Units with respect to the duties and activities performed by the Task Force
throughout the term of the Agreement.
To varying degrees, the Task Force relies on forfeiture funds to pay for investigation and
law enforcement. Receipt of forfeiture may be restricted to law enforcement agencies.
Accordingly, eligibility to be a Member is restricted to governmental units that are or
that employ their own law enforcement agency whose primary function is the
investigation and apprehension of individuals suspected or convicted of criminal
offenses, and which government units are able to assign agents meeting the standards set
forth herein (each, an “Agency”).
3. Members. The “Members” of this Agreement are the following governmental units:
Hennepin County
City of Medina
City of Minnetrista
City of Orono
West Hennepin Department of Public Safety
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City of Edina
City of Eden Prairie
City of Hopkins
City of Minnetonka
City of Saint Louis Park
South Lake Minnetonka Police Department
along with any governmental units subsequently added in accordance with the
provisions herein.
The Members shall cooperate and use their best efforts to ensure that the various
provisions of the Agreement are fulfilled. The Members agree in good faith to undertake
resolution of disputes, if any, in an equitable and timely manner and in accordance with
the provisions of this Agreement.
4. Term; Automatic Extensions.
4.1 The term of this Agreement shall be for one year, commencing March 18, 2025,
and expiring on March 18, 2026, unless terminated earlier pursuant to the
provisions herein.
Except as provided in this section 4.1, this Agreement shall be automatically
extended for successive one-year terms upon the same terms, conditions, and
covenants. The Board may prevent the automatic renewal of this Agreement by
majority vote of all members taken at least ninety (90) days prior to the expiration
of any term; in that event, this Agreement shall expire at the end of the then-
existing term.
5. Administrative Board.
5.1. The Task Force shall have a Board of Directors (“Board”) consisting of the chief
law enforcement officer, or designee, representing each Member’s Agency (each,
a “Director”). All Directors shall serve at the pleasure of their respective
appointing authority.
5.2. Directors shall not be deemed employees of the Task Force and shall not be
compensated by it.
5.3. The Board will delegate the authority and responsibility of carrying out the
purpose of the Task Force to a “Task Force Commander” or that person’s
designee.
5.4. The Board shall meet as needed to evaluate the progress of the Task Force. A
meeting may be called by any Director, or the Task Force Commander.
5.5. The Board may approve contracts, including agreements for the rental of real
property, incur expenses and make expenditures necessary and incidental to the
effectuation of its purposes and consistent with its powers. For the avoidance of
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doubt, all contracts shall be set in accordance with applicable law, including but
not limited to Minnesota Statutes § 471.345.
5.6. The Board may recommend changes to this Agreement. This Agreement may only
be modified by a written amendment that is approved and signed by all Members,
or their designees.
5.7. The Board may receive, on behalf of the Task Force, funds and/or real or personal
property by grant, forfeiture, devise, bequest, any funds voluntarily contributed
by any Member, or other source authorized by law for use by the Task Force.
5.8. Each Member is entitled to one (1) vote on Task Force matters. Board action
requires a majority vote of Members present for the vote. A quorum shall exist
and votes may be taken if a majority of the Directors or their designees are
present. Upon approval by the Board: (i) voting by designee shall be permitted;
and (ii) subject to applicable law, including the Minnesota Open Meeting Law,
Minn. Stat. ch. 13D, a Director shall be allowed to participate in meetings, count
towards the quorum, and vote on Task Force matters if the Director is
participating in the meeting by and through a videoconferencing application, e.g.,
Teams or Zoom. The Board will exercise reasonable efforts to develop and
deploy rules and processes related to scheduling and conducting meetings,
including record-keeping and reporting as necessary.
6. Powers and Duties of the Task Force Commander
6.1. The Task Force Commander will direct investigative/law enforcement activities;
priority may be given to case investigations that directly impact jurisdictions
represented by a Member.
6.2. While assigned to the Task Force, all personnel shall be under the direct
supervision and control of the Task Force Commander, who shall be responsible
for performing, at least, the following duties:
a. scheduling assigned personnel;
b. providing input on employee evaluations, if requested; and
c. allocating overtime work, if necessary.
6.3. The Task Force Commander shall cooperate with other federal, state, and local
law enforcement agencies to accomplish the purpose for which the Task Force is
organized.
7. Insurance, Indemnification, and Liability
7.1. The Task Force will maintain liability coverage with the League of Minnesota
Cities Insurance Trust with a limit of at least $2,000,000 per occurrence, under
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standard LMCIT liability coverage forms.
Alternatively, the Task Force may maintain equivalent private liability
insurance coverage. Such coverage may be provided through separate policies
for commercial general liability and law enforcement liability. Such private
liability insurance policies must comply with the following requirements:
• Each policy must have a limit of at least $2 million per occurrence. If
the policy contains a general aggregate limit, the general aggregate limit
must not be less than $2,000,000.
• The CGL insurance must cover liability arising from premises,
operations, independent contractors, products-completed operations,
personal injury and advertising injury, and contractually-assumed
liability.
• Each Member and each Member's officers, employees, and volunteers
must be named as additional covered parties on each policy for all claims
arising from Task Force activities or operations.
7.2. The Task Force may in its discretion procure coverage for auto liability and
damage to or loss of property used exclusively by/for the Task Force.
7.3. If the Task Force at any time hires employees, it will immediately acquire and
maintain workers' compensation coverage to the extent required under law.
Except as expressly set forth herein, the Task Force shall defend and indemnify its
Members for any liability claims arising from Task Force activities or
operations, and decisions of the Task Force Board. Nothing in this Agreement
shall constitute a Member’s waiver of the statutory limits on liability set forth
in applicable law, including but not limited to Minnesota Statutes Chapter 466,
or a waiver of any available immunities or defenses, and the limits of liability
under applicable law for some or all of the parties may not be added together to
determine the maximum amount of liability for any party. For the avoidance of
doubt, the Task Force is considered a single governmental unit for purposes of
total liability for damages pursuant to Minn. Stat. § 471.59, subd. 1a(b).
7.4. Nothing herein shall be construed to provide insurance coverage or
indemnification to any Agent, officer, employee, or volunteer for any act or
omission for which the individual is guilty of malfeasance in office, willful
neglect of duty, or bad faith.
7.5. Any excess or uninsured liability shall be borne equally by all the Members, but
this does not include the liability of any individual officer, employee, or volunteer
which arises from his or her own malfeasance, willful neglect of duty, or bad faith
which will be, as among the Members, the sole responsibility of the Member
associated with the individual.
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7.6. Except as expressly provided herein, each Member shall be responsible for
injuries to or death of its own Agents or other personnel assigned to the Task
Force. Each Member will maintain workers' compensation insurance or self-
insurance coverage, covering its own Agents and personnel while they are
assigned to the Task Force or are otherwise participating in or assisting with Task
Force operations or activities. Each Member waives the right to, and agrees that it
will not, bring any claim or suit against the Task Force or any other Member for
any workers' compensation benefits paid, due, or owing to its own Agents,
personnel, or their dependents, that arise out of participation in or assistance with
Task Force operations or activities, even if the injuries were caused wholly or
partially by the negligence of any other Member or its officers, employees, or
volunteers.
7.7. Each Member shall be responsible for damages to or loss of its own equipment.
Each Member waives the right to, and agrees that it will not, bring any claim or
suit against the Task Force or any other Member or request indemnification for
damages to or loss of its equipment arising out of participation in or assistance
with Task Force operations or activities, even if the damages or losses were
caused wholly or partially by the negligence of any other Members or its officers,
employees, or volunteers.
7.8. All insurance policies and certificates required under this Agreement shall be open
to inspection by any Member upon request.
8. Finances
8.1 During any time that Hennepin County is a Member of the Task Force, the
Hennepin County Sheriff’s Office (“HCSO”) shall serve as sole administrator of
all Task Force funds (“Administrator”). If Hennepin County withdraws from the
Task Force, the Board shall appoint a new Administrator.
8.2 The Administrator is authorized to act as Task Force fiduciary for all applicable
purposes, including but not limited to participating in equitable (forfeiture)
sharing programs, receiving and holding funds on behalf of the Task Force, and
earmarking funds for use in support of the Task Force’s operations.
8.3 The Administrator shall perform all tasks hereunder in accordance with applicable
law and standard accounting practices and procedures.
8.4 The Administrator is authorized to and shall: (i) receive all funds for deposit; (ii)
make disbursements therefrom for Task Force purposes subject to Board
approval; (iii) maintain current and accurate records of all obligations and
expenditures of Task Force funds; and (v) maintain all records for a period of not
less than six years or longer periods if required by law.
8.5 Subject to the provisions herein, Task Force operations will be financed from
grants, forfeitures, funds voluntarily contributed by any Member, and other
source authorized by law.
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8.6. Members will provide Agents for the Task Force but will not otherwise be
required to provide funds without the prior amendment of this Agreement
approved by the governing bodies of all Members, or their designees.
8.7. Additionally, the Administrator shall cause to be made an annual audit of the
books and accounts of the Task Force and shall make and file a report to the
Board - which report shall include, at least, the following information:
a. the financial condition of the Task Force;
b. the status of all Task Force projects;
c. the business transacted by the Task Force;
d. a Financial Activity Report System (FARS) Report;
e. quarterly financial report; and
f. other matters which affect the interests of the Task Force.
8.8. The Task Force's books, reports, and records shall be open to inspection by its
Members and the state auditor at all reasonable times.
8.9. Except as expressly approved by the Board, the Task Force may not incur
obligations or approve contracts that extend beyond a prudent and manageable
timeframe, acknowledging the term of the Task Force and the provisions herein
for Member withdrawal or Task Force termination, or which will require the
expenditure of funds in excess of funds available.
8.10. The Board shall approve an annual operating budget for the Task Force no later
than September 1st of each calendar year. The Board may amend the budget as
necessary.
8.11. The Task Force's funds may be expended by the Board in accordance with
this Agreement in a manner determined by the Board. In no event shall there
be an expenditure of Task Force funds except per the approved budget.
8.12. Notwithstanding duly entered contracts as authorized herein, the Board may
not incur debts.
9. Agents.
9.1. Unless the Board provides prior approval, each Member shall assign at least one
(1) experienced, licensed peace officer/deputy to serve on the Task Force (an
“Agent”). Agents shall be licensed pursuant to Minnesota Statutes, §626.84, subd.
l, and shall have a minimum of one (1) year prior experience in law enforcement.
9.2. Each Agent must be assigned to the Task Force on a full-time basis for at least
one year unless he/she is reassigned by the Agent’s Director.
9.3. As directed by the Task Force Commander, Agents will be responsible for
investigation, including intelligence management, case development, case
charging, and other law enforcement duties. Agents may also assist other Agents
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in performing hereunder. Agents will work cooperatively with assisting agencies.
Agents and other assigned officers acting under this Agreement in the jurisdiction
of another party to this Agreement are acting in the line of duty and in the course
of employment and are authorized to exercise the powers of a peace officer
therein.
9.4. Members acknowledge that it is their sole responsibility to compensate all
personnel performing any services for the Task Force, including but not limited to
paying salary and benefits. Benefits may include, but are not limited to, workers’
compensation, worker’s compensation insurance, health care, disability
insurance, life insurance, re-employment insurance, FICA, Medicare, and
PERA.
9.5. All personnel assigned to the Task Force shall comply with rules of conduct
prescribed by the Task Force.
9.6. The Task Force Commander, or a designee, shall refer disciplinary matters
involving any Agent to the respective Agent’s Director for investigation and
disposition unless, based on the judgment of the Task Force
Commander/designee, a particular matter represents grounds for the issuance
of a criminal complaint, in which case the matter shall be referred directly to an
external law enforcement agency for investigation provided the Director of the
assigning agency, the Task Force Commander, and at least one other Director are
notified in advance thereof.
9.7. At no cost to the Task Force, each Member shall furnish their Agents with
equipment necessary to complete their duties, which may include a weapon,
ballistic vests and other protective equipment, a vehicle, and a computer.
9.8. Unless the Board directs otherwise, clerical assistance will be furnished by
Members at no additional cost to the Task Force.
9.9. All personnel and computer networks performing Task Force functions shall be
CJIS certified.
10. Forfeiture, Seizures and Fines.
10.1 Pursuant to applicable law, the Task Force may gain rights in or otherwise
acquire property subject to forfeiture. The money or proceeds from the sale of
forfeited property after payment of seizure, storage, forfeiture and sale expenses
and satisfaction of valid liens against forfeited property shall be distributed in
accordance with Task Force process and applicable law, including without
limitation Minnesota Statutes § 609.5315.
10.2 Seizures/forfeitures eligible for the Department of Justice’s Asset Forfeiture
Program (the “Program”) shall be subject to all Program rules and requirements,
as they may be amended from time to time.
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10.3 When a distribution is to be made and unless the Board directs otherwise, forfeiture
monies and proceeds generated by the Task Force shall be distributed in equal
shares to the then participating Members of the Task Force at the time of
distribution after deduction of all costs and expenses herein stated. The receipt
and disbursement of forfeiture sale proceeds shall be referenced in the
Administrator’s quarterly Task Force financial report.
11. Headquarters. The Task Force headquarters shall be in a locations/facilities approved
by the Board. As necessary, the Board may approve payment of rent, utilities, and other
costs associated therewith.
12. Additional Members, Withdrawal from Membership, and Task Force Termination
12.1. Any governmental unit that employs its own law enforcement agency and shares
a common geographical boundary with any Member may join the Task Force
and become a Member upon the following: (i) approval and execution of a
copy of this Agreement by such governmental unit; and (ii) approval by
the Directors.
12.2. In any case in which a governmental unit joins the Task Force pursuant to
paragraph 12.1, contributions by and reimbursement to such new Member shall
be equitably determined and adjusted by the Board to reflect the participation by
that Member.
12.3. Except as otherwise set forth herein, any Member, upon ninety (90) days' written
notice to all Members, may withdraw and cancel its participation in this
Agreement.
12.4. If a Member fails to assign an Agent for twelve (12) consecutive months, the
Board may notify the Member of the default. If the Member fails to assign an
Agent within six (6) months of the notice, the Board may involuntarily terminate
the Member’s participation in the Task Force.
12.5. Except for distributions expressly required by law, (i) withdrawing Members; and
(ii) Members terminated for failure to assign an Agent, are not entitled to any
distribution. However, the Board may, in its sole discretion and without
participation of the Member in question, approve an equitable distribution
adjusted to reflect that Member’s contributions and participations as well as other
relevant factors.
12.6. The Members may, by and through action of a majority of the Board, abolish the
Task Force at any time. Thereafter, the Task Force shall continue in full force
and effect until such time as all matters, including law enforcement matters and
Task Force financial matters, are resolved and concluded to the satisfaction of the
Board. During such time, Members will not be allowed to withdraw/cancel; all
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Members shall remain bound and obligated to the provisions in this Agreement.
12.7. Upon expiration or termination of the Task Force and in accordance with
applicable law and the provisions herein, all property and funds owned or held by
the Task Force or by Member agencies on behalf of the Task Force shall be
distributed, or sold with the proceeds distributed, in equal shares to the then
participating Members of the Task Force at the time of dissolution, after deduction
of all costs and expenses, unless the Board directs otherwise. Unless directed
otherwise by the Board, any personal property shall be returned to the
owning/contributing Member.
12.8. Notwithstanding the foregoing and unless otherwise permitted by applicable law,
funds received by the Administrator as fiduciary for the Task Force from the
Department of Justice’s Asset Forfeiture Program shall be disposed of in
accordance with applicable law, which may include returning funds to the
Department of Justice.
13. State and Local Assistance for Narcotics Control Program.
13.1. A Member, acting on behalf of the Task Force and its Members, may apply for
Federal, state, or local narcotics enforcement. The applying Member agency shall
be the "authorized official", as defined in the general policies and procedures for
the program.
14. Media
14.1. Unless the Board otherwise agrees, HCSO or its designee shall be responsible for
all media coverage of Task Force activities, including the dissemination of all
press releases.
15. Evidence
15.1. Evidence/property seized in accordance with performance hereunder shall be
inventoried and stored at a secure law enforcement facility approved by the Task
Force Commander.
16. General Provisions
16.1. Nothing herein is intended or should be construed in any manner as creating or
establishing the relationship of partners between the parties hereto or as
constituting one of the Members as the agent, representative or employee of
another Member for any purpose or in any manner whatsoever. Personnel
assigned to the Task Force by one of the Members shall not be considered
temporary or permanent employees of any other Member or the Task Force itself
for any purpose whatsoever, or be entitled to tenure rights or any rights or
benefits including but not limited to workers compensation, re-employment
insurance, medical/hospital care, sick/vacation leave, severance pay, PERA, or
any other right or benefit of another Member.
16.2. This Agreement is intended to replace and supersede the Amended Agreement, as
defined in the recitals above.
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IN WITNESS WHEREOF, the undersigned, by action of their governing bodies, have caused this
Agreement to be executed in accordance with the authority of Minnesota Statutes § 471.59.
Signatures:
if JPA, needs signature by governing body (eg, Board or Council)
fed sharing rules require signature by head of LE agency
CITY OF EDINA, MN
The EDINA City Council duly approved this Agreement on the ______ day of ______________, 2025.
City of EDINA
_________________________
Mayor
_________________________
City Manager
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d
PURCHASE REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.13
Prepared By: Tom Swenson, Asst Dir-Parks & Nat Res
Item Type: Request for Purchase Department: Parks & Recreation
Item Title: Request for Purchase: 2025 Residential Tree Sale
Action Requested:
Approve Request for Purchase for Residential Tree Sale with Tree Trust for $52,373.
Information/Background:
This purchase supports Edina's Climate Action Plan and preserves neighborhood character by
facilitating a 500 tree sale to residents. Residents will pay a $50 copay to receive a tree that is 6-8 feet
tall. Please see the attached staff report.
Requisition
Number:
12500055 Funding
Source:
Trees and Maintenance
Professional Services
Vendor: Tree Trust Equipment
Status:
New
Cost: $52,373.48
Resources/Financial Impacts:
The budget for the tree sale is within forestry operations.
Relationship to City Policies:
Climate Action Plan goal to raise the city's tree canopy to 43% by 2040.
Budget Pillar:
Livable City
Values Impact:
Sustainability Trees absorb carbon dioxide, produce oxygen and clean the air.
Health Trees create shade, reducing heat island effects.
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Supporting Documentation:
1. Staff Report: 2025 Residential Tree Sale
2. 2025 Residential Tree Sale Agreement
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March 18, 2025
Mayor and City Council
Tom Swenson, Assistant Director of Parks and Natural Resources, Luther Overholt, City
Forester, Laura Beres, Asst City Forester
Request for Purchase: 2025 Edina Residential Tree Sale
Information / Background:
A goal from the Climate Action Plan (CAP) is to raise the city’s tree canopy from 36% to 43% by 2040 (GS-
1). To meet this CAP goal, preservation of mature trees and planting trees on city property is the first step.
This is addressed through annual arbor day plantings and the NextGen Tree program that planted 1,000
trees on public and affordable housing properties. The next step is to promote tree planting in Edinas
neighborhoods on residential properties. The Edina Residential Tree Sales have facilitated the planting of 810
trees of many different varieties in Edina neighborhoods since the inception in 2023. In partnership with
Tree Trust the sales have had an incredible success. Tree loss in the city affects not only the tree steward
but the neighborhood characteristic of the city. The main causes of tree loss in the city result from disease,
climate change and redevelopment. Hosting a tree sale for residents will incentivize regrowth and new
growth back into Edina neighborhoods.
Continuing to facilitate tree sales is an important step in creating a sustainable tree canopy that is focused on
preserving neighborhood character. The sale will provide 500 native and climate-adaptable trees with a limit
of 2 trees per property. 250 trees will be sold in the spring followed by 250 trees in the fall. The city will
select the tree species for sale and educate residents of best practices and finding suitable trees for Edina’s
ecosystem. There will be a variety of species including fruit, deciduous and coniferous trees. This sale is
open to all Edina residents, including rental properties with consent from property owners.
Tree Trust Agreement:
As a local nonprofit organization, tree trust has been a valuable partner in support of Edina’s Climate Action
Plan goals. Increasing the tree canopy lowers air pollution, reduces exposure to extreme heat, increases
stormwater retention, improves community wellbeing and supports neighborhood character.
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STAFF REPORT Page 2
Under this agreement Tree Trust would provide:
•500 trees that are 4-8 feet tall.
•Website, order processing and communications.
•Distribution day site management and loading into vehicle.
Residents Co-pay $50 for the tree to offset the total cost of the program.
The City of Edina reimburses Tree Trust for the trees and tree sale expenses totaling an additional $104.75
per tree for a grand total of $52,373.48.
City Council Recommendation
Staff recommend approving the 2025 Edina Residential Tree Sale purchase.
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AGREEMENT
AGREEMENT made this 18th day of March, 2025, by and between the CITY OF EDINA, a Minnesota municipal corporation ('1City") and Tree Trust ("Contractor"), a 501(C)(3) nonprofit organization.
IN CONSIDERATION OF THEIR MUTUAL COVENANTS, THE PARTIES AGREE AS FOLLOWS:
1. SCOPE OF SERVICES. The City retains Contractor to operate a 500 tree sale for Edina residents as listed and shown on EXHIBIT A. The contractor shall meet and confer on the location in the field with city staff prior to commencing work.
The Contractor's services will be performed no later than December 1, 2025. Contractor will coordinate a detailed schedule of the sale with city staff to ensure there are no field conflicts with park reservations, permitted activities or programs. No work shall be performed on Saturday's or Sunday's unless prior authorization has been given.
The Contractor agrees to perform the services.
2.CONTRACT DOCUMENTS. The following documents shall be refen-ed to as the"Contract Documents,11 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.Insurance ce1iificate.
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 "B" having the last priority.
3.• COMPENSATION. Contractor shall be paid by the City for the services described inContract Documents. Based on EXHIBIT A there is a copay of$50 per tree paid by the resident purchasing the tree totaling $25,000. The total remaining cost of500 trees and related tree sale services is $52,373.48.
4. 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.
5. STANDARD OF CARE. Contractor 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 Contractor under similar circumstances. City shall not be responsible for discovering deficiencies in the accuracy of Contractor's services. Contractor shall be responsible for the accuracy of the work and shall promptly make necessary revisions or corrections resulting from errors and omissions on the part of Contractor without additional compensation. 1
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6. COMPLIANCE WITH LAWS AND REGULATIONS. In providing services hereunder,
Contractor shall abide by all statutes, ordinances, rules and regulations pertaining to the provisions of services
to be provided.
7. INDEMNIFICATION. The Contractor 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 work or 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.
8. INSURANCE. Contractor shall secure and maintain such insurance as will protect
Contractor 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
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 Contractor shall provide the City a certificate of insurance evidencing the
required insurance coverage in a form acceptable to City.
9. INDEPENDENT CONTRACTOR. The City hereby retains the Contractor as an
independent contractor upon the terms and conditions set forth in this Agreement. The Contractor is not an
employee of the City and is free to contract with other entities as provided herein. Contractor shall be
responsible for selecting the means and methods of performing the work. Contractor shall furnish any and
all supplies, equipment, and incidentals necessary for Contractor' performance under this Agreement. City
and Contractor agree that Contractor shall not at any time or in any manner represent that Contractor or any
of Contractor' agents or employees are in any manner agents or employees of the City. Contractor shall be
exclusively responsible under this Agreement for Contractor'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.
10. SUBCONTRACTORS. Contractor shall not enter into subcontracts for services provided
under this Agreement without the express written consent of the City. Contractor shall comply with
Minnesota Statutes § 471.425. Contractor must pay Subcontractor for all undisputed services provided by
Subcontractor within ten (10) days of Contractor's receipt of payment from City. Contractor must pay
interest of one and five-tenths percent (1.5%) per month or any part of a month to Subcontractor on any
undisputed amount not paid on time to Subcontractor. The minimum monthly interest penalty payment
for an unpaid balance of One Hundred Dollars ($100.00) or more is Ten Dollars ($10.00).
11. ASSIGNMENT. Neither party shall assign this Agreement, or any interest arising herein,
without the written consent of the other party.
12. 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.
2
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13.ENTIRE AGREEMENT. The entire agreement of the parties is contained herein. ThisAgreement 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 paiiies, unless otherwise provided herein.
14.CONTROLLING LAW. This Agreement shall be governed by and construed in accordancewith the laws of the State of Mim1esota.
15.RECORDS. The Contractor shall maintain complete and accurate records of time andexpenses involved in the performance of services.
16.MINNESOTA GOVERNMENT DATA PRACTICES ACT. Contractor must complywith the Minnesota Governn1ent 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 the Contractor pursuant to this Agreement. Contractor is subject to all the provisions of the Minnesota Govermnent Data Practices Act, including but not limited to the civil remedies of Minnesota Statutes§ 13.08, as if they were a government entity. In the event Contractor receives a request to release data, Contractor must immediately notify City. City will give Contractor instructions concerning the release of the data to the requesting party before the data is released. Contractor agree to defend, indemnify, and hold City, its officials, officers, agents, employees, and volunteers harmless from any claims resulting from Contractor' 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.
Tree Trust
BY: --------------
Print Name: Perry Vetter Print Name: ------�----
Edina Parks and Recreation Director Owner ---------3 BY:_____________________________
City of Edina
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2025 Edina Tree Sale
Tree Trust
Client Name:City of EdinaProject Name:Edina TS 2025 Billing Address:
Jobsite Address:Edina, Minnesota 55424 4801 W 50th St Edina, Minnesota 55424
Estimate ID:EST5017494
Date:2.27.25
Planning $2,530.88
Tree Distributions, Spring and Fall $74,842.60
Subtotal $77,373.48
Participating Resident Co-Pays @ $50/tree -$25,000.00
Estimate Total $52,373.48
Estimate authorized by:Estimate approved by:
Company Representative Customer RepresentativeSignature Date:Signature Date:
Page 1 of 1
1419 Energy Park Drive p. 9527673880 www.treetrust.org
Saint Paul, Minnesota 55108 f. 9527673650 email: karenz@treetrust.org
Tree Trust will provide the labor, equipment and materials to perform the proposed work associated with facilitating two,
250-tree tree sales. Including: website creations, order processing, communication with participating resdients, tree
acquisition and delivery, pick up site set up, volunteer and distribution days management. Any abandonned trees will be
the responsibility of the City of Edina. Quotation valid for thirty (30) days.
2.28.25
EXHIBIT A
END EXHIBIT A
4
Page 208 of 425
d
ITEM REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 6.14
Prepared By: Kari Sinning, Deputy City Clerk
Item Type: Report & Recommendation Department: Administration
Item Title: 2025 Liquor License Renewals
Action Requested:
Approve 2025 liquor license renewals.
Information/Background:
After renewal application review, and background checks by the Police Department, the
establishments below are recommended for liquor license renewal valid from April 1, 2025, to March
31, 2026.
On-Sale Intoxicating Liquor with Sunday Sale
Raku Japanense Restaurant
On-Sale Wine and 3.2 Percent Malt Liquor
TJ's of Edina
Supporting Documentation:
None
Page 209 of 425
d
ITEM REPORT
Date: March 18, 2025 Item Activity: Information
Meeting: City Council
Agenda Number: 7.1
Prepared By: Todd Milburn, Police Chief
Item Type: Other Department: Police
Item Title: 2024 Police Officer, Firefighter and Public Safety Employees of the Year
Action Requested:
None, information only.
Information/Background:
Three Edina staff were honored at the Edina Crime Prevention Fund’s second-annual Public Safety
Recognition Banquet on Saturday, Feb. 22. The 2024 Mike Siitari Police Officer of the Year is Sean
Young, the 2024 Firefighter of the Year is Dan Schlick and the 2024 Public Safety Employee of the
Year is Andrew LaVenture.
Resources/Financial Impacts:
Relationship to City Policies:
Supporting Documentation:
None
Page 210 of 425
d
ITEM REPORT
Date: March 18, 2025 Item Activity: Information
Meeting: City Council
Agenda Number: 7.2
Prepared By: Marisa Bayer, Sustainability Manager
Item Type: Other Department: Engineering
Item Title: Sustainability and Climate Action Plan Update
Action Requested:
None, information only.
Information/Background:
The City has a demonstrated ongoing commitment to environmental protection and progress. In
2016, the Conservation and Sustainability (CAS) Fund received its first franchise fee income
distribution and the City hired a staff member dedicated to sustainability. In 2021, the City passed its
Climate Action Plan and received its first annual sustainability report.
The purpose of the annual Sustainability and Climate Action Plan update is for staff to inform the
Council of Climate Action Plan implementation progress and Conservation and Sustainability (CAS)
Fund expenditures, including a look ahead to long-term goals and to answer questions.
Resources/Financial Impacts:
None.
Relationship to City Policies:
Climate Action Plan (CAP): The Sustainability Division is responsible for providing annual updates to
the City Council on implementation and goal progress.
Budget Pillar:
Strong
Foundation Livable City
Values Impact:
Sustainability Policies and programs managed by the Sustainability Division are
important to meeting our Climate Action Plan goals.
Supporting Documentation:
1. Staff Report: 2024 CAS Fund Report
2. Staff Presentation: 2025 Sustainability Update
3. Edina 2023 GHG Progress Report
Page 211 of 425
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Information / Background:
The Conservation and Sustainability (CAS) Fund supports the implementation of the Climate Action
Plan. The primary source of revenue for the CAS Fund is utility franchise fees with some additional
funding coming from utility rebates and elective pay tax credits. Remaining funds rollover year-to-year.
The Sustainability Division manages CAS Fund expenditures.
Approximately $1.035 million in franchise fee revenue was collected for the CAS Fund in 2024, a 7%
increase from 2023’s revenue. In 2024, $1.8 million was spent on CAS-related projects and programs,
compared to $1.68 million in 2023, a 7% increase. The majority of 2024’s CAS-related projects were for
facility energy and renewable energy upgrades at City Hall with at least 73% of all expenses going toward
city vehicles, buildings and studies. At year-end, the estimated CAS Fund balance was $1.08 million, with
an estimated $1.7 million encumbered in contracts and projects planned for 2025.
Table 1. 2024 CAS Fund Expenditures
CAS Fund Project Type Cost Percentage
City Vehicles, Buildings and Studies $1,314,460 73%
Fleet Electric Vehicle Purchases & Infrastructure $135,000
Facility Energy Efficiency & Renewable Energy Infrastructure & Studies $1,179,460
Community Policy and Projects $224,735 12%
Climate Action Fund Cost-share $98,350
Efficient Buildings Ordinance Implementation $42,400
Policy Outreach – Carry Out Bag Fee $25,240
Energy Assessment Buy-downs $20,925
Community Outreach and Engagement $17,350
Electrify Everything Outreach and Engagement $10,700
Sustainable Building Policy Implementation $5,020
Community Greenhouse Gas Inventory $4,750
Staffing and Administration $267,380 15%
Staff Salary and Benefits $237,090
Other (Supplies, central services, training, dues) $30,290
Total CAS Expenditures $1,806,575 100%
Date: March 18, 2025
To: Mayor & City Council
From: Marisa Bayer, Sustainability Manager
Subject: 2024 Conservation & Sustainability (CAS) Fund Report
Page 212 of 425
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Highlights from 2024 CAS Fund projects include:
• Evaluation study of the solar suitability and electric vehicle charging capabilities at City facilities.
• Analysis of medium- and heavy-duty fleet to identify electric options for vehicle replacements
based on usage and service levels.
• Continuing City Hall energy management upgrades, including lighting upgrades, building
automation system, roof replacement and solar photovoltaic installation.
• Purchasing 11 electric vehicles and two hybrid electric vehicles.
• Supporting lithium battery conversions for golf carts at Centennial Lakes and Braemar Golf.
• Fully allocating the Community Climate Action Fund and supporting 90 community-led
efficiency, renewable energy and electrification projects.
• Achieving 90% compliance reporting for Efficient Buildings Ordinance.
• Finalizing Edina’s 2023 Community Greenhouse Gas Inventory to track progress toward Climate
Action Plan goals.
• Kicking off implementation for the Carryout Bag Fee Ordinance, which included a broad
community outreach campaign and advertising.
In 2025, CAS Fund projects are already underway to help meet our community Climate Action Plan
goals. Below is a summary table indicating projects already underway or anticipated to take place this
year.
2025 CAS Fund Projects
City Vehicles, Infrastructure and Capital Investment
Install electric chargers and expanded solar photovoltaic system at new Fire Station #2
Install building automation system at Edinborough Park
Commission City Hall energy management upgrades and new solar photovoltaic system
Purchase electric and fuel-efficient replacements for on-road and off-road City fleet vehicles
Implement biofuel conversion project for heavy-duty fleet vehicles
Complete an energy management study at Fire Station #1
Community Policy and Projects
Implement updated Efficient Buildings Benchmarking Ordinance reporting requirements
Implement Sustainable Building Policy and Carryout Bag Fee Ordinance
Support resident and business energy audits through cost-share program
Expand Climate Action Fund project eligibility to include battery storage, heat pump water heaters,
electric lawn and snow care equipment, and sustainable home deconstruction
Host Electrify Everything home electrification education workshop series
Support grant-funded sustainability projects with cash-match requirements
Page 213 of 425
EdinaMN.gov
Sustainability Update
Marisa Bayer, Sustainability Manager
March 18, 2025
Page 214 of 425
Climate Action Plan (CAP)
Our Climate Action Vision:
Help those who live and work in Edina imagine and achieve a
future where the earth and all who live on it thrive.
8 Sectors 36 Strategies 218 Actions 9 years to achieve
Achieved Through:
Page 215 of 425
CAP Sectors
Transportation &
Land Use
Buildings &
Energy
Waste
Management
Water &
Wastewater
Local Food &
Agriculture
Greenspace &
Trees
Climate Health
& Safety
Climate
Economy
Greenhouse Gas Emission Reductions
Climate Resilience and Equity
Estimated emission reductions based on Edina 2023 Greenhouse Gas Inventory
Page 216 of 425
-
100,000
200,000
300,000
400,000
500,000
600,000
700,000
800,000
2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030
Progress Toward Goals
Buildings Transportation Waste Water Progress Toward Goal
Climate Action Plan Goals
Reduce community-wide
greenhouse gas emissions 45%
by 2030, and achieve net zero
emissions by 2050
17% reduction achieved as of
2023 GHG inventory
Biennial GHG inventory
completed for 2023 progress
2030 Goal
45% Reduction
2023 Progress
17% reduction
Source: Edina 2023 Greenhouse Gas InventoryPage 217 of 425
Source: Edina 2023 Greenhouse Gas InventoryPage 218 of 425
Drivers of Change
Emission reductions in electricity
used for water distribution and
wastewater collection
Decreased organics and recycling
participation, increased waste-to-
energy diversion
Electric grid decarbonization,
renewable energy investment
Increase vehicle miles traveled, low
EV adoption and public transit use
Source: Edina 2023 Greenhouse Gas InventoryPage 219 of 425
City of Edina’s Municipal Emissions
Emissions Source 2019 2023 % Change Drivers of Change
Electricity 3,970 2,276 -43%Grid decarbonization, efficiency projects,
renewable energy subscriptions
Natural Gas 3,213 2,742 -15%Efficiency projects, warmer winter and less
need for gas use
Transportation 1,214 1,052 -13%Fleet electrification and low carbon fuels
Solid Waste 161 66 -59%Decreased estimated waste generation, waste
diversion
Water & Wastewater 1,980 1,694 -14%Decreased in energy emissions associated with
treatment
Total Municipal Emissions 10,538 7,830 -26%
Municipal emissions represent 1% of total community-wide emissions
Source: Edina 2023 Greenhouse Gas Inventory
Page 220 of 425
Achieving Our Climate Action Plan Goals
Accountability
•Reporting
•Online Dashboard
•Biennial GHG
Inventory
Awareness
•Communications
•Outreach
Activation
•Events
•Workshops
•Incentives
Page 221 of 425
Conservation and Sustainability (CAS) Fund
•Supports implementation of Climate Action Plan strategies
•Primarily funded through utility franchise fee revenue
•Balance rolls over year-to-year
•Estimated starting balance in 2024 was $1.79 million
•73% of 2024 expenses were spent on city vehicle electrification,
facility upgrades and facility studies
2023 2024 % Change
CAS Fund Franchise Fee Revenue $963,000 $1,035,250 7%
CAS Fund Expenditures $1,682,800 $1,806,575 7%
Page 222 of 425
2024 Accomplishments
Maintain Division Capacity
•Hired new Sustainability Manager
•Selected as a host site for GreenCorps Member
Community Engagement
•Electrify Everything program focused on home
electrification
•Clothing Swap, Arbor Day tree
plantings, Tree Sale
•EEC workplan: Green Business
Outreach Program, Tree
Recognition Campaign and EV Showcase
Community Investment
•Community Climate Action Fund to support efficiency,
electrification and renewable
energy
•Added e-bike as eligible
project
•Aligned funding with updated
utility rebates
City Building and Vehicle
Investments
•City Hall Energy Management
Investments & Solar PV
•Fire Station #2 sustainability
integration
•Fleet vehicle conversion
•Lithium battery conversion for golf carts at Braemar and
Centennial Lakes
Grant Funding
•Established Elective Pay process
•Grant implementation for Bredesen Park restoration,
public park ash tree removal,
and Mobility Action Plan
•Funding awards for biofuel
fleet conversion project
Evaluation and Studies
•Medium and heavy-duty fleet electrification assessment
•Public EV charging assessment
•Solar suitability analysis
•Greenhouse Gas Inventory
Policy Implementation and
Updates
•Carryout Bag Fee
Ordinance
•Efficient Buildings Ordinance
•Sustainable Building Policy
•Updates to Tree Protection
and Efficient Buildings Ordinances
Elevating our Voice
•Participated in Public Utilities Commission
comment periods for key
issues related to Edina
•Sharing our success at national
& local conferences and forums
Page 223 of 425
Impact by the Numbers – Funding
Bredesen Park
Restoration
•MN DNR: $550,000
Public Ash Tree Removal
•MN DNR: $480,000
Safe & Equitable Mobility
Action Plan
•USDOT: $200,000
•MnDOT: $50,000
Clean Energy Tax
Credits
•IRS: $30,000
Biofuel Fleet Conversion
•US DOE: $119,340
•USDA: $163,000
•MPCA: $50,000
•MN Commerce: $163,000
•Soybean Research Council: $100,000
Italicized text represents federal fundingPage 224 of 425
Impact by the Numbers – Programs
Community Climate
Action Fund
•90 projects
•$98k allocated
•Almost $1M private dollars
leveraged
Energy Audit Cost-
share
•200 residential assessments
•31 business assessments
Page 225 of 425
Impact by the Numbers – Capital Investment
City Hall Energy
Management
•Estimated 3 million kBTU/year
in energy savings once fully
commissioned
•Estimated 540k kBtu/year
generated with new Solar PV
system
Fleet Vehicle
Conversion
•11 electric vehicles
•2 hybrid electric vehicles
Page 226 of 425
Impact by the Numbers – Policies
Efficient
Buildings
Ordinance
•90% submitted
•238 buildings
Sustainable
Building Policy
•1 project kick off
Carryout Bag
Fee Ordinance
•Reporting underway
•Anticipate
compliance
reporting complete
by April
Page 227 of 425
Implementation Challenges
Limited staff capacity and budget to tackle 200+ actions
Some strategies outside of City scope (e.g., updating building code) and sphere of influence is
limited (e.g., transportation mode choice based on available options)
Residents and businesses choosing to delay projects until funding is available (e.g., IRA and State
rebates coming 2025+)
Individual actions result in small incremental changes that aren’t realized right away
Land use and density strategies to be determined during future Comprehensive Plan process
and affect long-term emission reductions
Behavior changes can be difficult to implement and measure
Page 228 of 425
CAP Sectors & Focusing Our Efforts
Transportation &
Land Use
Buildings &
Energy
Waste
Management
Water &
Wastewater
Local Food &
Agriculture
Greenspace &
Trees
Climate Health
& Safety
Climate
Economy
63% of Emissions
Reduction Need
Climate Resilience and Equity
Less than 1% of
Emissions Reduction Need
37% of Emissions
Reduction Need
Estimated emission reductions based on Edina 2023 Greenhouse Gas Inventory
Page 229 of 425
Looking Ahead
2025
•Ongoing policy and program implementation
•Community education and outreach
•Pursuing grants to fund CAP work
•Mid-point CAP action prioritization informed
by GHG inventory and other studies
2026–2030
•Implementation based on 2025 prioritization
•GHG inventory based on 2025 data
Buildings
37%
Transportation
63%
Waste
0.1%
Water
0.3%
GHG Reductions Needed by 2030
Estimated emission reductions based on Edina 2023 Greenhouse Gas Inventory
Page 230 of 425
EdinaMN.gov
Thank you!
Page 231 of 425
2023
Community GHG
Emissions Progress
Summary
September 2024
Revised 1/14/25
Prepared by:
Page 232 of 425
Table of Contents
ExecuƟve Summary
SecƟon 01 IntroducƟon
SecƟon 02 Findings In Brief
SecƟon 03 Climate AcƟon Goal Metrics
Appendix 1 GHG Inventory CalculaƟon Summary
Spreadsheets
Edina 2023 GHG Emissions Progress Summary TOC-1
Page 233 of 425
Path of AnƟcipated GHG emissions levels if we do not act. Path of GHG emissions reducƟons by implemenƟng our CAP plan.
Avoided GHG Emissions
Projected City-wide GHG reducƟons from CAP implementaƟon
The City of Edina’s GHG emission reduction goals are to
be compatible with the 2015 Paris Agreement and shall
target a reduction in City operations and community-
wide emissions of 45% below 2019 levels by 2030 and
achieve net zero emissions by 2050.
Page 234 of 425
ES-1 Edina 2023 GHG Emissions Progress Summary
ExecuƟve Summary
2023 Total Community-Wide Emissions:
588,428
GHG Emissions Reduced Since 2019:
121,081
17% below 2019
GHG Emissions ReducƟon SƟll Needed by 2030:
198,198
33% below 2023
Community-wide GHG emissions for 2023 were
17% below 2019 levels. This reducƟon was
achieved largely through emissions reducƟons
from the electricity sector from grid carbon
reducƟon efforts.
Natural gas and transportaƟon emissions have
also contributed to the overall reducƟon, but
each have seen an increase over 2021 emission
levels and transportaƟon emissions are above
emissions targets for 2023. Meanwhile,
emissions associated with solid waste have
increased since 2019.
The charts to the right indicate the 2023 key
metrics for each of the sectors.
Metrics on track for 2030 goals
Metrics near/slightly above being on track
Metrics off track for 2030 goals
increase in GHG emissions decrease in total solid waste handled tons of organics collected
2023
Metrics tons of recycling collected landfill diversion (including waste-to-energy)
increase in GHG emissions
2023
Metrics total water consumpƟon GHG emissions per capita for sector
decrease in GHG emissions
2023
Metrics decrease in vehicle miles traveled public transit commuter use electric vehicle share of vehicle stock people / acre
decrease in GHG emissions
2023
Metrics renewable energy share of total total electricity consumpƟon total natural gas consumpƟon LMI PopulaƟon in Energy Poverty
* 2020 staƟsƟcs, updated data not available
Page 235 of 425
ES-2 Edina 2023 GHG Emissions Progress Summary
Executive Summary
Transportation and Land Use
• Enhance density along transit corridors and within areas of change to
support expanded Metro Transit services
• Prioritize alternative transportation infrastructure to increase
micromobility and empower residents and visitors to mode shift and
reduce VMT
Buildings and Energy
• Prioritize Climate Action Fund incentives for weatherization paired
with electrification
• Update Sustainable Building Policy to include electrification
requirements when feasible
• Participate in regulatory processes to support expanded efficient fuel
switching incentives and pilots
Waste Management
• Complete policy review to ensure compliance with existing Hennepin
County ordinances and State statutes related to waste
• Collaborate with Hennepin County on Zero Waste Plan
implementation to reduce waste generation and increase landfill
diversion rates such as food waste recovery, multifamily organics
recycling, and organized collection.
Water and Wastewater
• Evaluate new rate structure to incentivize water efficiency and
dedicate new revenue to fund water conservation outreach and
programs
• Complete data analysis to identify top water users to target
engagement and technical assistance
Resiliency and Equity Impacts
• Invest in a climate adaptive and resilient tree canopy and other shade
structures to address extreme heat disparities
• Reduce or remove parking minimums and de-pave existing surface
parking lots to reduce impervious surfaces
• Integrate climate resiliency and adaptation into 2050 Comprehensive
Plan and new small area plans
Suggested 2025 Climate Action Priorities
Based on the trends seen in the 2023 GHG inventory, the following are suggested priority actions to achieve Edina Climate Action Plan goals:
Page 236 of 425
1-1 Edina 2023 GHG Emissions Progress Summary
GHG Emission Sector Project Resource
ResidenƟal Energy ConsumpƟon -
Electricity
Data Source: Xcel Energy
Emissions Factors: Same as above
ResidenƟal Energy ConsumpƟon -
Natural Gas
Data Source: Centerpoint Energy
Emissions Factors: US EPA
Commercial/InsƟtuƟonal Energy
ConsumpƟon - Electricity
Data Source: Xcel Energy
Emissions Factors: Same as above
Commercial/InsƟtuƟonal Energy
ConsumpƟon -
Natural Gas
Data Source: Centerpoint Energy
Emissions Factors: US EPA
TransportaƟon - On Road Data Source: State of Minnesota DOT
Emissions Factors: US EPA MOVES model
Waste - Solid Waste
Data Source: City of Edina, State of Minnesota
Emissions Factors: US EPA Warm Model, State of Minnesota Waste CharacterizaƟon
Study
Water and Wastewater
Data Source: City of Edina, Metropolitan Council
Emissions Factors: US Community Protocol populaƟon based emissions models / Fuel
Mix Disclosure Report / US EPA eGRID
Edina’s Climate AcƟon Plan
In December 2021, the City of Edina adopted a
Climate AcƟon Plan (CAP) with a commitment of
reducing the community-wide carbon footprint
and fostering sustainability. Edina’s CAP is
anƟcipated to lower greenhouse gas emissions by
45% by 2030, upon successful implementaƟon of
the strategies and acƟon items detailed in the
Plan.
Greenhouse Gas (GHG) Inventory
paleBLUEdot has conducted an update to the
City’s GHG Inventory for 2023. This inventory
includes community-wide emissions as well as
emissions associated with municipal operaƟons.
The inventory is summarized in the following
pages with detailed calculaƟon spreadsheets
provided in Appendix 1 of this report.
Methodology, Sources, and Terminology
This GHG inventory follows the Greenhouse Gas
Protocol for businesses and communiƟes and
aligns with ICLEI Local Governments for
Sustainability. Terminology is consistent with
internaƟonal Carbon FootprinƟng standards.
Unless stated otherwise, GHG emissions are
measured in metric tons of CO2e (Carbon Dioxide
Equivalent), which accounts for all greenhouse
gases, including methane (CH4), nitrous oxide
(N2O), and fluorinated gases like CFCs.
GHG emissions in each sector are esƟmated by
mulƟplying consumpƟon data (e.g., total
electricity used) by an emissions factor, which
defines the gases emiƩed per unit of
consumpƟon. The chart shows the sources for
the data and factors used.
01 S e c t i o n
Introduction
Click here to
return to TOC
Page 237 of 425
1-2 Edina 2023 GHG Emissions Progress Summary
IntroducƟon
Energy
Emissions are produced from
the combusƟon of heaƟng
fuel, natural gas, coal, and
other fossil fuels primarily for
heaƟng, cooling, and electric-
ity generaƟon.
TransportaƟon
Emissions come from
the combusƟon of
fossil fuels for ground
transportaƟon and air
travel.*
Solid Waste
Emissions in the waste
management system
come from the decompo-
siƟon of biodegradable
waste (e.g., food and yard
waste) in the landfill.
Water + Wastewater
Emissions from energy
uses are calculated for
treatment and distribu-
Ɵon of water and the
collecƟon and treatment
of wastewater.
Key Greenhouse Gas Sectors
Where do GHGs come from?
IntroducƟon
What Are GHG’s?
A greenhouse gas (GHG) is a mole-
cule in the atmosphere which does
not react to light energy in the visi-
ble range (like sunlight), but does
react to light energy in the infrared
range-like that which is emiƩed
from the Earth aŌer being warmed
by the sun. The most common
greenhouse gases include carbon
dioxide (CO2), methane (CH4), and
nitrous oxide (N2O).
Why do GHG’s MaƩer?
GHG’s let the sun's light shine onto
the Earth's surface, but they trap
the heat that reflects back up into
the atmosphere. In this way, they
act like the insulaƟng glass walls of a
greenhouse. The more GHGs there
are, the more heat that is trapped in
our atmosphere and the more we
experience the impacts of global
warming.
What can we do to reduce GHG’s?
Greenhouse gases can be reduced
by making changes within the key
greenhouse gas sectors within our
community—parƟcularly through
the reducƟon and eliminaƟon of
fossil fuel combusƟon and the ad-
vancement of clean energy sources. * Due to data availability, the Edina GHG Emissions Progress Summary does not include community member air travel.
Page 238 of 425
2-1 Edina 2023 GHG Emissions Progress Summary
02 S e c t i o n
Findings in Brief
Click here to
return to TOC
Edina GHG Emissions Overview
Community wide total emissions for the City of Edina have decreased 17% from 709,509 metric tons in
2019 (Climate AcƟon Plan Baseline Year) to 588,428 metric tons in 2023.
GHG Emissions ReducƟon Achieved vs Goal
The community-wide annual GHG emission goal for 2023 to be in alignment with the Climate AcƟon Plan’s
2030 targets is a total reducƟon of 16.4% below 2019 CAP Baseline levels. GHG emissions for the year
2023 achieved 17% reducƟon exceeding plan goals for the year.
* PopulaƟon esƟmates from US Census Bureau Quick Facts, Employment esƟmates from US Census Bureau On The Map data,
GDP values are City of Edina pro-rata share of county total based on data from US Department of Commerce Bureau of Economic
Analysis.
2019 By The Numbers 2023 By The Numbers 4 CAP Year Trend
Dashboard
GHG Emissions GHG Emissions GHG Emissions
709,509 588,428 -121,081 -17.1%
13.4 MT Per-Capita 11.0 MT Per-Capita -2.4 MT Per-Capita
16.7 MT / Job 14.1 MT / Job -2.6 MT / Job
0.1335 MT / $1,000 GDP 0.0925 MT / $1,000 GDP -0.041 MT / $1,000 GDP
PopulaƟon* PopulaƟon* PopulaƟon *
52,857 53,348 +491 +0.9%
GDP * GDP * GDP *
$5,312,326,108 $6,363,673,642 +$1,051,347,534 +19.8%
$95,863 GDP Per-Capita $119,286 GDP Per-Capita +$23,423 GDP Per-Capita
Employment* Employment Employment
42,386 41,853 -533 -1%
Page 239 of 425
2-2 Edina 2023 GHG Emissions Progress Summary
How Large Are Community-wide
GHG Emissions?
The community’s total emissions have
reduced 17% from 2019 levels (Climate AcƟon
Plan Baseline Year) - equivalent to eliminaƟng
over 2.4 Billion cubic feet of human-made
greenhouse gas atmosphere—shown in green
in this image.
The volume of the remaining 2023 emissions
are equal to 10.5 Billion cubic feet, or a
cube 2,400 feet wide and deep and 2,004
feet tall— shown in blue in this image. The
depicƟons of Edina’s emissions viewed here
are seen from over 2 miles away.
Page 240 of 425
2-3 Edina 2023 GHG Emissions Progress Summary
Findings in Brief
Greenhouse Gas (GHG) Inventory
paleBLUEdot has conducted an update to the
City’s GHG Inventory for 2023. This inventory
includes community-wide emissions as well
as emissions associated with municipal
operaƟons. This GHG inventory is assembled
based on the Greenhouse Gas Protocol for
businesses and communiƟes established by
GHG Protocol (www.ghgprotocol.org/) and is
consistent with the protocol established by
ICLEI Local Governments for Sustainability.
In December 2021, the City of Edina adopted
a Climate AcƟon Plan (CAP) with a
commitment of reducing the community-
wide carbon footprint and fostering
sustainability. Edina’s CAP is anƟcipated to
lower greenhouse gas emissions by 45% by
2030, upon successful implementaƟon of the
strategies and acƟon items detailed in the
Plan.
On an annualized basis, the community-wide
GHG emission goal for 2023 to be in
alignment with the Climate AcƟon Plan’s
2030 targets is a total reducƟon of 16.4%
below 2019 CAP Baseline levels. TransportaƟon
Water + Wastewater
Solid Waste
Buildings + Energy
2030 GHG Emission Goal
City of Edina 2023 Community-Wide
GHG emissions are 17.1% below 2019
levels, on-track with Climate AcƟon
Plan goals.
Community-Wide Annual GHG Emissions
Page 241 of 425
2-4 Edina 2023 GHG Emissions Progress Summary
Findings in Brief
Community-Wide Sector GHG Trend Lines 2019 CAP
Baseline
2023
Value
2030 CAP
Goal
On Track
Buildings + Energy
Water + Wastewater
TransportaƟon
*2019 value corrected from original Community GHG Inventory based based on
new city data availability .
Solid Waste
Annual Target
Annual Target
Annual Target
Annual Target
Page 242 of 425
2-5 Edina 2023 GHG Emissions Progress Summary
Findings in Brief
Municipal OperaƟons GHG Emissions
Municipal OperaƟons GHG emissions include
energy consumpƟon related to vehicle and
equipment fleet operaƟons, building and site
operaƟons, solid waste generated on
municipal sites, and the municipal porƟon of
water and wastewater treatment.
On an annualized basis, the Municipal
OperaƟons GHG emission goal for 2023 to be
in alignment with the Climate AcƟon Plan’s
2030 targets is a total reducƟon of 21.4%
below 2019 CAP Baseline levels.
Fleet
Water + Wastewater
Solid Waste
Buildings
City of Edina 2023 Municipal
OperaƟons GHG emissions are 35.6%
below 2019 levels, on-track with
Climate AcƟon Plan goals.
Municipal OperaƟons Annual GHG Emissions
2030 GHG Emission Goal
Page 243 of 425
2-6 Edina 2023 GHG Emissions Progress Summary
Findings in Brief
Municipal OperaƟons Sector GHG Trend Lines 2019 CAP
Baseline
2023
Value
2030 CAP
Goal
On Track
Water + Wastewater
Fleet
*2019 value corrected from original Community GHG Inventory
Solid Waste
Buildings +
Streetlights
Annual Target
Annual Target
Annual Target
Annual Target
Page 244 of 425
3-1 Edina 2023 GHG Emissions Progress Summary
03 S e c t i o n
Climate Action
Goal Metrics
Click here to
return to TOC
Climate AcƟon Goal Metrics
The 2021 Edina Climate AcƟon Plan’s purpose is to guide acƟons to advance sustainability, climate
change resilience, and greenhouse gas (GHG) reducƟons community-wide as well as within
municipal operaƟons through 2030. The structure of the plan establishes aspiraƟonal goals
organized in 8 sectors of community-wide focus which are supported by 36 strategies to be
achieved through the implementaƟon of 200 detailed acƟons.
The Climate AcƟon Plan established GHG reducƟon goals across four sectors as well as 16
addiƟonal performance metric goals across six of the eight total sectors. This secƟon provides a
review of the current status of the GHG reducƟon and performance metric goals for the four
sectors included in the GHG Inventory: TransportaƟon, Buildings and Energy, Solid Waste, and
Water + Wastewater.
The metrics for each of the performance goals of the four GHG Inventory sectors are outlined on
the following page. Metrics whose progress is on-track for meeƟng the City’s 2030 Climate AcƟon
Plan goals are shown with a symbol while metrics whose progress is near but slightly above
goals are shown with a symbol and metrics currently not on-track for meeƟng 2030 goals are
sown with a symbol.
Page 245 of 425
3-2Edina 2023 GHG Emissions Progress Summary
Climate AcƟon Goal Metrics
Annual Target Annual Target
Annual Target Annual Target
decrease in GHG emissions
2023
Metrics decrease in vehicle miles traveled public transit commuter use electric vehicle share of vehicle stock people / acre
TransportaƟon emissions have decreased since 2019,
however they are above 2023 targets to align with the
pathway for the CAP 2030 goals. Vehicle Miles Traveled
are below the 2023 target but are showing an upward
trend since 2021 which, if conƟnued, will place them
above the 2030 goal pathway. Transit use appears flat
since 2021. Electric vehicle adopƟon has increased but at
a much slower rate than the 2030 goal pathway.
Page 246 of 425
Climate AcƟon Goal Metrics
3-3 Edina 2023 GHG Emissions Progress Summary
Annual Target
Annual Target
Annual Target
Building sector emissions have declined since 2019 and
are on track for CAP 2030 goals. Customer-owned
renewable energy has grown but is just below 2023
targets. Natural gas use is slightly under the 2023 target
but rising since 2021, potenƟally exceeding the 2030 goal.
Electricity use has remained steady since 2021, though
emissions have dropped due to grid carbon reducƟons.
decrease in GHG emissions
2023
Metrics renewable energy share of total total electricity consumpƟon total natural gas consumpƟon LMI PopulaƟon in Energy Poverty
* 2020 staƟsƟcs, updated data not available
Page 247 of 425
3-4Edina 2023 GHG Emissions Progress Summary
* Updated data not available.
Solid waste sector emissions have increased since 2019.
Overall solid waste collected has remained flat, however,
organics and recycling collecƟon have both decreased
since 2021, while solid waste managed as waste-to-
energy has increased. Total landfill diversion, which
includes waste-to-energy, organics, and recycling
collecƟon has increased.
increase in GHG emissions decrease in total solid waste handled tons of organics collected
2023
Metrics tons of recycling collected landfill diversion (including waste-to-energy)
Annual Target
Annual Target
Annual Target
Annual Target
Climate AcƟon Goal Metrics
Page 248 of 425
Climate AcƟon Goal Metrics
Emissions associated with water distribuƟon and
wastewater collecƟon for the City of Edina have
decreased due to decreasing electricity emissions due to
grid carbon reducƟons. Water consumpƟon and
wastewater generaƟon have both decreased since 2021,
however, both are above 2023 targets to align with the
pathway for the CAP 2030 goals.
increase in GHG emissions
2023
Metrics total water consumpƟon GHG emissions per capita for sector
Annual Target
Annual Target
3-5 Edina 2023 GHG Emissions Progress Summary
Page 249 of 425
A1 S e c t i o n
GHG Inventory
Calculation
Summary Sheets
Click here to
return to TOC
A1-1 Edina 2023 GHG Emissions Progress Summary
Page 250 of 425
Updated 9/9/2024Citywide Emissions Inventory Data Calculations2019 2021 2023MMBtu Change SinceGHG Change SinceConsumption MMBtu GHG Consumption MMBtu GHG Consumption MMBtu GHG2019 2019Notes:Gross ConsumptionConsumption Consumption ConsumptionResidential 194,511 663,673 69,246 -2.1% 208,787 712,383 59,713 7.3% 205,794 702,168 51,654 -1.4% 5.8%-25.4%Commercial and institutional 121,249 413,703 43,165 -13.1% 114,687 391,311 32,800 -5.4% 328,343 1,120,305 82,414 186.3% 170.8%90.9%Iindustrial 216,137 737,460 76,945 -5.8% 208,979 713,035 59,768 -3.3% - - - -100.0% -100.0%-100.0%Streetlights - metered and non-metered 1,345 4,590 479 -35.2% 1,293 4,410 370 -3.9% 1,231 4,201 309 -4.7% -8.5%-35.5%SubtractionsSubtractions Subtractions SubtractionsResidential - Utility Purchased Renewable (4,746) (16,195) - 45.7% (6,926) (23,632) - 45.9% (14,227) (48,543) - 105.4% 199.7%Residential - Onsite Renewable - - - N/A (124) (422) - N/A (700) (2,390) - 466.4% N/ACommercial - Utility Purchased Renewable (281) (958) - 920.8% (1,387) (4,732) - 393.7% (11,778) (40,185) - 749.1% 4092.6%Commercial - Onsite Renewable (110) (375) - 0.0% (4,046) (13,805) - 3578.2% (7,501) (25,595) - 85.4% 6719.5%Industrial - Utility Purchased Renewable - - - N/A - - - N/A - - - N/A N/AIndustrial - Onsite Renewable - - - N/A - - - N/A - - - N/A N/A2Industrial - Waste, Water, Wastewater Process (4,932) (16,830) - 37.8% (5,986) (20,423) - 21.4% (6,400) (21,838) - 6.9% 29.8%Streetlights - Utility Purchased Renewable - - - N/A - - - N/A - - - N/A N/AStreetlights - Onsite Renewable - - - N/A - - - N/A - - - N/A N/ANet Consumption With EmissionsGHG Emissions GHG Emissions GHG EmissionsResidential 189,765 647,478 67,556 -5.3% 201,738 688,329 57,697 -14.6% 190,866 651,235 47,907 -17.0%-29.1%Commercial 120,858 412,369 43,026 -15.4% 109,254 372,774 31,247 -27.4% 309,064 1,054,525 77,575 148.3%80.3%Industrial 211,205 720,631 75,189 -8.8% 202,993 692,612 58,056 -22.8% (6,400) (21,838) (1,606) -102.8%-102.1%Streetlights 1,345 4,590 479 -36.8% 1,293 4,410 370 -22.8% 1,231 4,201 309 -16.4%-35.5%1Subtotals 533,243 1,819,426 186,250 -9.3% 533,745 1,821,139 147,369 -20.9% 535,367 1,826,674 124,185 -15.7%-33.3%Blended emission factor (tonnes per MWh) 0.356 -2.5% 0.286 0.251 -12.2%-29.5%Electricity as a % of total citywide amounts 18.6% 26.4% 21.1% 24.7% 20.7% 21.1%Notes:Gross ConsumptionConsumption Consumption ConsumptionResidential 20,414,761 2,040,988 108,172 23.1% 17,286,611 1,728,248 91,597 -15.3% 17,883,112 1,787,884 94,758 3.5% -12.4%-12.4%Commercial and institutional 19,549,817 1,954,514 103,589 21.6% 16,663,145 1,665,916 88,294 -14.8% 17,830,291 1,782,603 94,478 7.0% -8.8%-8.8%Iindustrial (Included in Commercial) - - - N/A - - - N/A - - - N/A N/AN/ASubtractionsSubtractions Subtractions SubtractionsResidential - Renewable Natural Gas Sourced - - - N/A - - - N/A - - - N/A N/ACommercial - Renewable Natural Gas Sourced - - - N/A - - - N/A - - - N/A N/AIndustrial - Renewable Natural Gas Sourced - - - N/A - - - N/A - - - N/A N/A2Industrial - Waste, Water, Wastewater Process (8,075) (807) - N/A (9,505) (950) - 17.7% (16,470) (1,647) - 73.3% 104.0%Net Consumption With EmissionsGHG Emissions GHG Emissions GHG EmissionsResidential 20,414,761 2,040,988 108,172 23.1% 17,286,611 1,728,248 91,597 -15.3% 17,883,112 1,787,884 94,758 3.5%-12.4%Commercial 19,549,817 1,954,514 103,589 21.6% 16,663,145 1,665,916 88,294 -14.8% 17,830,291 1,782,603 94,478 7.0%-8.8%Iindustrial (Included in Commercial) (8,075) (807) (43) N/A (9,505) (950) (50) 17.7% (16,470) (1,647) (87) 73.3%104.0%1Subtotals 39,956,503 3,994,695 211,719 22.3% 33,940,251 3,393,214 179,840 -15.1% 35,696,933 3,568,840 189,149 5.2%-10.7%Emission factor (tonnes per MMBtu) 0.053 0.053 0.053Natural gas as a % of total citywide amounts 40.8% 30.1% 39.3% 30.2% 40.5% 32.1%Change from Prior Study YearEmissions SectorsChange from Prior Study YearElectricity (Scope 2, MWh): Natural gas (Scope 1, therms): Change from Prior Study YearPage 251 of 425
9Vehicle miles traveled (thousands of miles) 581,109 510,402 537,719 -7.5%7Estimated number of vehicles in community 36,545 0.0% 38,384 5.0% 39,446 2.8%8Registered electric vehicles in community (BEV 357 1.0%N/A 574 1.5%60.8% 993 2.5%73.0%Estimated EV Share of VMT 5,677 7,633 13,536 Net VMT with emissions502,770 524,182 Average MPG18 19 Estimated Fuel Consumed 32,047,026 3,952,213 293,164 4.4% 27,563,216 3,408,186.34 255,444 -14.0% 28,276,675 3,402,830 261,452 2.6% -13.9%-10.8%Subtotals 3,952,213 293,164 3.5% 3,408,186 255,444 -12.9% 3,402,830 261,452 2.4%-10.8%Emission factor 0.509 0.508 0.499-2.1%Transportation as a % of total citywide amounts40.4% 41.6% 39.4% 42.9% 38.6% 44.4%Notes:Electricity (MWh) - - - N/A - - - N/A - - - N/A N/AN/ANatural gas (therms) - - - N/A - - - N/A - - - N/A N/AN/A3Solid Waste Handled* 31,362 -32.7% 30,814 -1.7% 31,069 0.8% -0.9%N/ARecycled (tons) 9,628 - -17.7% 9,772 - 1.5% 9,152 - -6.3% -4.9%N/AOrganics (tons) 3,211 - -45.4% 3,446 - 7.3% 3,233 - -6.2% 0.7%N/AMSW managed as RDF (tons) 8,082 3,356 -56.1% 7,841 3,321 -3.0% 9,596 4,446 22.4% 18.7%32.5%On-Site (tons) - - N/A - - N/A - - N/A N/AN/ALandfill (tons) 10,442 3,622 -1.4% 9,755 3,384 -6.6% 9,088 3,153 -6.8% -13.0%-13.0%Subtotals - 6,978 -40.8% - 6,705 -3.9% - 7,599 13.3%8.9%5Emission factor - RDF (tonnes per ton) 0.42 0.42 0.464Emission factor - Landfill (tonnes per ton) 0.35 0.35 0.35Solid waste as a % of total citywide amounts 0.0% 1.0% 0.0% 1.1% 0.0% 1.3%Notes:Water Flows (gallons) 1,968,715,000 -10.8% 2,447,505,000 24.3% 2,235,880,000 -8.6% 13.6%N/AElectricity (MWh) 4,932 16,830 1,756 37.8% 5,423 18502 1551 9.9% 6,400 21838 1606 18.0% 29.8%-8.5%Natural gas (therms) 8,075 807 43 N/A 9,505 950 50 17.7% 16,470 1647 87 73.3% 104.0%104.0%Gasoline (gal.) 10,431 1,253 84 0 0 0 0 0 0Diesel (gal.) 9,606 1,218 98 31.9% 0 0 0 -100.0% 0 0 0 N/ASubtotals 20,108 1,980 33.3% 19452 1601 -19.1% 23485 1694 5.8%-14.5%Emissions Factor: MT / MMGal 0.0010 0.0007 0.0008Wastewater as a % of total citywide amounts 0.2% 0.3% 0.2% 0.3% 0.3% 0.3%Notes:Wastewater Flows (gallons) 1,986,000,000 -3.1% 2,272,003,023 14.4% 1,986,120,000 -12.6% 0.0%N/A6Wastewater Treatment Process Emissions 0 0 4,349 N/A 0 0 4976 N/A 0 0 4350 N/A N/A0.0%City Facility Electricity (MWh) 0 0 0 N/A 563 1922 161 N/A 0 0 0 -100.0% N/AN/ACity Facility Natural gas (therms) 0 0 0 N/A 0 0 0 N/A 0 0 0 N/A N/AN/ACity Facility Diesel (gal.) 0 0 0 N/A 0 0 0 N/A 0 0 0 N/A N/AN/ACommunity share of biogenic emissions Included above 0 N/A Included above 0 N/A Included above 0 N/AN/ASubtotals 0 4,349 -3.1% 1,922 5,137 18.1% 0 4,350 -15.3%0.0%6Emission factor - Wastewater Process per million gallons2.19 2.19 2.19Wastewater as a % of total citywide amounts 0.0% 0.6% 0.0% 0.9% 0.0% 0.7%Citywide Totals (Scope 1 & 2):9,786,442704,439 3.7%8,643,913596,097 -15.4%8,821,829588,428 -1.3% -9.9%-16.5%12345678(Reported maximum capacity for HERC: https://www.hennepin.us/-/media/hennepinus/residents/recycling/master-recyclers/mrc-manual-ch-1.pdf )2013 and 2016 Values based on Met Council Wastewater Reporting provided by David Ponder. 2019 and 2021 data not yet available and is estimated.Total number of vehicles in community is based on US Census data ACS Table: A10030 ; Housing Units by Vehicles Available. Data for years 2019 and later are for previous calendar year due to annual data availabilityRegistered Electric Vehicles in Community do not inlcude HEV or PHEV categories and is based on registration data reported by EV Hub https://www.atlasevhub.com/materials/state-ev-registration-data/Electricity in MWh, natural gas in therms. Carbon dioxide equivalents (GHG) are expressed in metric tonnes, which equal 1,000 kilograms, 2,204.6 pounds, or 1.102 US tons. To avoid double-counting, energy consumption and emissions associated with process electricity and process natural gas for wastewater treatment and solid waste management are subtracted Electricity and Natural Gas sectorsMSW volumes are based City pro-rata share of County SCORE reporting to MPCA for years 2013 and 2016. Data shown for years 2019 and later are based on City reported values which combine waste hauler data and MPCA SCORE report data.Solid Waste emissions factors based on Met Council community level reporting https://metrocouncil.org/tcghginventory.aspxSolid Waste RDF emissions based on emissions reported data from HERC with an assumed maximum reported waste capacity of 365,000 tons MSW: https://ghgdata.epa.gov/ghgp/service/facilityDetail/2019?id=1004795&ds=E&et=&popup=trueNotes:Transportation (Scope 1):Solid Waste (Scope 1):Wastewater (Scope 1):Water (Scope 1):Page 252 of 425
Updated9/9/2024City Operations Emissions Inventory Data Calculations2019 2021 2023MMBtu Change SinceGHG Change SinceFTE1,181 FTE729 FTE7502013 2013Consumption MMBtu GHG Consumption MMBtu GHG Consumption MMBtu GHGNotes:Gross ConsumptionConsumption Consumption Consumption3Buildings, Grounds, Streetlights 16,085 54,883 5,726 53.4% 16,476 56,216 4,712 6.8% 16,525 56,382 4,148 1.0% 73.1%0.3%SubtractionsSubtractions Subtractions SubtractionsBuildings and Grounds - Solar/Wind Sourced - - - N/A (8,141) (27,777) - N/A (1,057) (3,608) - -87.0% N/AStreetlights - Solar/Wind Sourced - - - N/A - - - N/A - - - N/A N/A(other)- Solar/Wind Sourced - - - N/A - - - N/A - - - N/A N/AWaste, Water, Wastewater Process (below) (4,932) - - 37.8% (5,986) - - 21.4% (6,400) - - 6.9% N/ANet Consumption With EmissionsGHG Emissions GHG Emissions GHG EmissionsBuildings, Grounds, Streetlights 11,153 54,883 3,970 57.5% 2,349 56,216 672 -83.1% 9,067 56,382 2,276 238.7%-10.4%Subtotals 16,085 54,883 3,970 57.5% 16,476 56,216 672 -83.1% 16,525 56,382 2,276 238.7%-10.4%Blended emission factor (tonnes per MWh) 0.356 -2.5% 0.286 -19.7% 0.251 -12.2%N/AElectricity as a % of total citywide amounts 35.6% 37.7% 37.0% 9.9% 36.4% 29.1%Notes:Gross ConsumptionConsumption Consumption ConsumptionBuildings and Grounds 614,449 61,430 3,256 6.6% 553,087 55,295 2,931 -10.0% 533,938 53,381 2,829 -3.5% -1.4%-1.4%(other) - - - N/A - - - N/A - - - N/A N/AN/ASubtractionsSubtractions Subtractions SubtractionsBuildings - Renewable Natural Gas Sourced - - - N/A - - - N/A - - - N/A N/A(other) - Renewable Natural Gas Sourced - - - N/A - - - N/A - - - N/A N/AWaste, Water, Wastewater Process (8,075) (807) - N/A (9,505) (950) - 17.7% (16,470) (1,647) - 73.3% N/ANet Consumption With EmissionsGHG Emissions GHG Emissions GHG EmissionsBuildings and Grounds 606,374 60,623 3,213 5.2% 543,582 54,345 2,880 -10.4% 517,468 51,734 2,742 -4.8%-4.4%(other) - - - N/A - - - N/A - - - N/AN/ASubtotals 606,374 60,623 3,213 5.2% 543,582 54,345 2,880 -10.4% 517,468 51,734 2,742 -4.8%-4.4%Emission factor (tonnes per MMBtu) 0.053 0.053 0.053Natural gas as a % of total citywide amounts 39.4% 30.5% 35.8% 42.3% 33.4% 35.0%Change from Prior Study YearEmissions SectorsChange from Prior Study YearElectricity (Scope 2, MWh): Natural gas (Scope 1, therms): Change from Prior Study YearPage 253 of 425
Notes:Grand Transportation Fuel 1,214 Consumption 1,375 Consumption 1,052 Consumption11Diesel (gal.) 47,921 6,078 487 -12.3% 58,936 7,475 599 23.0% 46,915 5,950 477 -20.4% -23.8%-23.8%11BioDiesel B50 (gal.) - - - N/A - - - N/A 600 76 6 N/A N/AN/A10Gasoline (gal.) - - - N/A - - - N/A - - - N/A N/AN/A10e10 Gasoline (gal.) 90,709 10,895 727 1.3% 96,766 11,623 776 6.7% - - - -100.0% -100.0%-100.0%11e87 (gal.) - - - N/A - - - N/A 92,316 8,148 568 N/A N/AN/A11Propane (gal.) - - - - - - 250 8,447 1 Fleet Vehicle Count By TypeFleet Vehicle Count By TypeDiesel--58 Diesel 30%Gasoline (standard) - - 95 Gasoline (standard)50%Gasoline (HEV)--31 Gasoline (HEV) 16%Gasoline (PHEV)--4 Gasoline (PHEV) 2%Electric (BEV) - - 3 Electric (BEV) 2%Total Fleet 0 0 191Airport 0 0 0N/AAv Fuel 0 - 0 N/A 0 - 0 N/A 0 - 0 N/A N/AN/AJet Fuel 0 - 0 N/A 0 - 0 N/A 0 - 0 N/A N/AN/ASubtotals 16,973 1,214 -4.6% 19,097 1,375 13.2% 22,621 1,052 -23.5%-20.8%Transportation as a % of total citywide amounts11.0% 11.5% 12.6% 20.2% 14.6% 13.4%Notes:Solid Waste ShareCommunity Wide City Ops Share Community Wide City Ops Share Community Wide City Ops ShareEstimated Commercial Share of MSW 45.0% 45.0% 45.0%4Community Wide Solid Waste Handled 31,362721 30,814 418 31,069 269 Recycled (tons) 9,628230 0 9,772 86 0 9,152 79 0 20.9%Organics / Yard Waste / Trees 3,21177 0 3,446 - 0 3,233 28 0 161.6%MSW managed as RDF (tons) 8,082252 105 7,841 148 63 9,596 83 39 -26.1%Landfill (tons) 10,442162 56 9,755 184 64 9,088 79 27 26.7%Subtotals 1,442 161 83.5% 837 127 -21.2% 538 66 -48.0%11.7%Solid waste as a % of total citywide amounts 0.9% 1.5% 0.6% 1.9% 0.3% 0.8%Notes:Gross Consumption ShareConsumption Consumption Consumption7Water Flows (gallons) 1,968,715,000 -10.8% 2,447,505,000 24.3% 2,235,880,000 -8.6%N/A8Electricity (MWh) 4,932 16,830 1,756 37.8% 5,986 20,423 1,712 21.4% 6,400 21,838 1,606 6.9% 73.8%0.7%Natural gas (therms) 8,075 807 43 N/A 9,505 950 50 17.7% 16,470 1,647 87 73.3% N/AN/AGasoline (gal.) 10,431 1,253 84 -19.9% - - - -100.0% - - - N/A -100.0%-100.0%Diesel (gal.) 9,606 1,218 98 31.9% - - - -100.0% - - - N/A -100.0%-100.0%Emissions from combustion of digester gas (tonnes) - N/A - N/A - N/AN/ASubtotals 20,108 1,980 33.3% 21,374 1,762 -11.0% 23,485 1,694 -3.9%-4.9%Emission factor -Water (tonnes per million Ga0.0010 0.0007 0.0008Wastewater as a % of total citywide amounts 13.1% 18.8% 14.1% 25.9% 15.2% 21.6%Citywide Totals (Scope 1 & 2):154,02910,538 25.2%151,8696,816 -35.32%154,7607,829 14.87% 28.2%-8.7%Per-FTE:8.92Per-FTE:9.35Per-FTE:10.44-26.5%Share of Citywide1.5%Share of Citywide1.1%Share of Citywide1.3%1234567891011Not usedAll "standard" gasoline sold in Minnesota is e10.Emission factors based on US EPA Emission Factors for GHG Inventories: https://www.epa.gov/system/files/documents/2023-03/ghg_emission_factors_hub.pdf Transportation:Solid Waste:Water and Wastewater (Scope 1):Notes:Electricity in MWh, natural gas in therms. Carbon dioxide equivalents (GHG) are expressed in metric tonnes, which equal 1,000 kilograms, 2,204.6 pounds, or 1.102 US tons. To avoid double-counting, energy consumption and emissions associated with process electricity and process natural gas for wastewater treatment and solid waste management are subtracted Electricity and Natural Gas sectorsOn-site solar generation for City Hall and Public works are both understood to have REC's retained by others (City Hall under Solar Rewards and Public Works as a community solar garden)Municipal Operations share of Solid Waste for 2013, 2016, and 2019 are estimated ProRata share of commercial portion of MSW based on FTE share of community-wide employment. Shares for 2021 are based on City of Edina reported solid waste data.Municipal Operations share of wastewater is estimated ProRata share of commercial portion of wastewater generation based on FTE share of community-wide employment.Emission Factors are based on Xcel energy reporting.Water flows relate to reported distributuion within community only.Energy data for 2013 is not available. 2015 data has been used as most recent available informationPage 254 of 425
Prepared by: 2515 White Bear Ave, A8
Suite 177
Maplewood, MN 55109
Contact:
Ted Redmond
tredmond@paleBLUEdot.llc
Page 255 of 425
d
ITEM REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 8.1
Prepared By: Cary Teague, Community Development
Director
Item Type: Report & Recommendation Department: Community Development
Item Title: Resolution No. 2025-25: Final Site Plan, Site Improvement Performance
Agreement & Revised Landscape Plan for 7200/7250 France Avenue
Action Requested:
Adopt Resolution No. 2025-25 approving a final site plan and site improvement performance
agreement for 7200 France Avenue.
Information/Background:
Final Site Plan approval, including a revised Landscape Plan for the 7200/7250 France Avenue
Redevelopment Project. Trees were removed from the 7200 France site that were supposed to
remain from the original approvals for the project. Trees were also removed from the adjacent
property. (See attached pictures.) The applicant has submitted a revised landscape plan to include
replacement landscaping on the adjacent property. The proposed building plans are consistent with
the approved Preliminary Plans. The City Attorney has drafted the Site Improvement Performance
Agreement.
Staff recommends approval of the Final Site Plan, including the revised landscape plan, subject to
recommendations from the city forester. Landscaping must be installed, and required landscape bond
or letter of credit submitted to staff to ensure survival for two years after planting. Resources/Financial Impacts:
Relationship to City Policies:
Supporting Documentation:
1. Resolution No. 2025-25
2. Site Imrovement Performance Agreement (SIPA)
3. Final Plans
4. Revised Lanscape Plan (West Side of 7200 France Site)
5. Approved Preliminary Plans
6. Previously Approved Tree Removal Plan
7. Phase 1 Approval Resolution
8. Resolution No. 2024-50 (Phase 2 Preliminary Approval)
9. Concepts showing how project could accommodate the underpass
10. Site Location & Tree Removal Pictures
Page 256 of 425
RESOLUTION NO. 2025-25
APPROVING A FINAL SITE PLAN AND SITE IMPROVEMENT PERFORMANCE
AGREEMENT (SIPA) FOR 7200 FRANCE AVENUE
BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows:
Section 1. BACKGROUND.
1.01 Orion Investment is requesting Final Site Plan and Site Improvement Performance
Agreement (SIPA) to incorporate the Final Site Plan for Phase 2 into the development
at 7200/7250 France Avenue. Plans include a revised landscape plan for the 7200
France Site. Phase 2 will include a 150 unit, six-story apartment with underground
parking. Preliminary approval included 152 units. The Overall Development Plan for
this PUD-16 Zoning District contemplated a six-story 150-unit apartment or hotel
with or without 10,000 square feet of retail space. The retail space has been
eliminated from the proposal to reduce traffic generated from the site.
1.02 Trees were removed along the west lot line as part of the site grading for Phase 1 of
the project that were supposed to remain. Trees were also removed from the
adjacent private properties located west of the 7200 France Site.
1.03 The property is legally described as follows:
Lot 44, Block I, Oscar Roberts 1st Addition, Hennepin County. The North 325 Feet of
the East 520 Feet of the Southeast 1/4 of the Northeast 1/4 Except Road.
1.04 To accommodate the request, the following is requested:
➢Final Site Plan Review for Phase 2 including a Revised Landscape Plan and Site
Improvement Plan Agreement (SIPA).
(SITE HISTORY)
1.05 Following a public hearing at the Planning Commission and a public hearing at the City
Council, an Overall Development Plan and Ordinance Amendment establishing a PUD-
16 District of the property was approved by the City Council on April 2nd, 2019.
1.06 No development occurred under the approved PUD-16 Overall Development Plan.
1.07 In April of 2022 the Planning Commission and City Council considered a sketch plan
proposal for a new development of the property.
1.08 On September 14, 2022, the Planning Commission held a public hearing and recommended
approval of a Zoning Ordinance Amendment to PUD-16 to include a revised Overall
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RESOLUTION NO. 2025-25
Page 2
Development Plan and Site Plan review with the added condition that the bike and pedestrian
connections be separated from the north/south street/connector.
1.09 On September 20th, 2022, the City Council held a public hearing to consider the Zoning
Ordinance Amendment to PUD-16 to include a revised Overall Development Plan and
Preliminary Site Plan review for Phase 1.
1.10 On October 18, 2022, the City Council granted preliminary approval of the requests.
1.11 On February 7, 2023, the City Council granted final approval of the Zoning Ordinance
Amendment, Revised Overall Development Plan, Final Site Plan for Phase 1 and SIPA for
Phase 1. Phase 1 included site work for Phase 2 including grading, installation of the north-
south connector road, retention pond, sidewalks and landscaping.
1.12 In March and April of 2023 the Planning Commission and City Council considered a sketch
plan proposal to consider a hotel at 7200 France, Phase 2 of PUD-16.
1.13 On July 24, 2024, the Planning Commission held a public hearing and recommended
unanimous approval of Preliminary Site Plan for Phase 2 and an Ordinance amendment to
PUD-16 to incorporate the Phase 2 Site Plan and reduce the first-floor ceiling height from 16
feet to 14 feet.
1.14 On August 7, 2024, the City Council held a public hearing.
1.15 On November 6, 2025, the City Council approved Preliminary Site Plan for Phase 2 and an
Ordinance amendment to PUD-16 to incorporate the Phase 2 Site Plan and reduce the first-
floor ceiling height from 16 feet to 14 feet.
Section 2. FINDINGS
Approval is based on the following findings:
1. The proposed plans are consistent with the approved Preliminary Development Plan.
2. The SIPA has been drafted by the City Attorney and agreed to by the property owner.
3. The proposed land uses and density are consistent with the Comprehensive Plan.
4. The Site Plan is consistent with the approved Overall Development Plan for PUD-16.
5. The PUD Zoning ensures that the development proposed would be the only building that
would be allowed on the site unless an amendment to the PUD is approved by City
Council.
6. The overall development plan addresses the Greater Southdale District Design
Experience Guidelines as follows: The division of the property into smaller blocks and the
provision of pedestrian, bicycle and vehicle access and connections through the site both
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Page 3
east-west and north-south; increasing the public realm on the site; eliminating most of the
surface parking stalls, with none being visible from France Avenue in the Phase 2 build out.
7. The proposed project would meet the following goals and policies of the Comprehensive
Plan:
➢Primary uses are offices, attached or multifamily housing. Secondary uses: Limited
retail and service uses (not including “big box" retail).
➢Encourage structured parking and open space linkages where feasible; emphasize
the enhancement of the pedestrian environment.
➢Locate and orient vehicle parking, vehicular access, service areas and utilities to
minimize their visual impact on the property and on adjacent/surrounding
properties, without compromising the safety and attractiveness of adjacent streets,
parks, and open spaces.
➢Provide sidewalks along primary streets and connections to adjacent neighborhoods
along secondary streets or walkways.
➢Limit driveway access from primary streets while encouraging access from
secondary streets.
➢Provision of the north-south public vehicle, bike and pedestrian connection through
the site.
➢Encourage the development of parking lots or structures so they can be shared by
more than one building on the site or by buildings on neighboring sites, and which
can transition over time to other uses if parking needs change.
➢Increase mixed-use development where supported by adequate infrastructure to
minimize traffic congestion, support transit, and diversify the tax base.
➢Support the development of mixed-use districts that provide a variety of living
opportunities within a walkable and livable area.
➢Recognize and support commercial, office, and industrial job centers that draw
workers from the city and across the region.
➢Ensure that the city’s roads continue to evolve to act as connectors, rather than as
barriers. Incorporate amenities and infrastructure into public corridors to make
them beautiful, efficient, and multimodal public spaces that contribute to community
identity and pride.
➢50%/50% estimated residential/commercial mixed-use.
8. The existing roadways and proposed parking would support the project. Stantec
conducted a traffic and parking impact study and concluded that the proposed
development could be supported by the existing roads and proposed parking.
Section 3. APPROVAL
NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, grants
Final Site Plan approval for Phase 2 of the PUD-16 Zoning District including a revised landscape plan
and a Site Improvement Plan Agreement.
Approval is subject to the following conditions:
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RESOLUTION NO. 2025-25
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1. The Landscape Plan submitted as part of the building permit must be consistent with the
Landscape Plan dated February 7, 2025, and date stamped March 13, 2025. The Landscape
Plan shall be subject to review, recommendation and approval of the city forester.
2. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-
half times the cost amount for completing the required landscaping, screening, or erosion
control measures at the time of any building permit. The letter of credit must include all
landscaping to be planted on the 7200 France site.
3. The developer should work with the adjacent landowners to determine replacement trees
off-site.
4. Provision of code compliant bike racks for each use near the building entrances.
5. The Final Lighting Plan must meet the minimum requirements per Section 36-1260 of the
City Code.
6. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code.
7. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require
revisions to the approved plans to meet the district’s requirements.
8. A Developer’s Agreement/Site Improvement Plan Agreement is required at the time of
Final Approval.
9. The Phase 2 project must provide the required affordable housing units within the building
to be compliant with the City’s affordable housing policy.
10. Compliance with the conditions outlined in the director of engineering’s memo dated July
18, 2024.
11. Compliance with the Stantec Consulting Traffic & Parking Study recommendations.
12. Dedication of public access easements of the east-west and north-south sidewalks and
drive- aisles through the site and sidewalks around the perimeter of the site.
13. Submittal of a construction management plan subject to review and approval of city staff
prior to issuance of a building permit. The plan must demonstrate minimal impact to
pedestrian and vehicle movement.
14. Hours of construction must be consistent with City Code.
15. The property owner shall be responsible for the maintenance of internal sidewalks and
drive aisles. The City would snow plow a 5-foot path of the sidewalk on France. The
property owners would be responsible for the remaining areas.
16. Public art must be provided along street frontages and the courtyard.
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RESOLUTION NO. 2025-25
Page 5
17. At final approval, provide renderings that show how the project would accommodate the
underpass to connect to 7235 France Avenue.
Dated: Adopted this 18th day of March, 2025.
ATTEST:
Sharon Allison, City Clerk James B. Hovland, Mayor
STATE OF MINNESOTA )
COUNTY OF HENNEPIN )SS
CITY OF EDINA )
CERTIFICATE OF CITY CLERK
I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the
attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting
of March 18, 2025, and as recorded in the Minutes of said Regular Meeting.
WITNESS my hand and seal of said City this ____ day of __________________, 2025.
_________________________________
Sharon Allison, City Clerk
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(reserved for recording information)
SITE IMPROVEMENT PERFORMANCE AGREEMENT
CITY OF EDINA
7200 FRANCE AVENUE
REDEVELOPMENT – PHASE TWO
THIS SITE IMPROVEMENT PERFORMANCE AGREEMENT (“Agreement”)
dated March 18, 2025, by and between the CITY OF EDINA, a Minnesota municipal corporation
(“City”) and FRANCE PROPERTY PARTNERS, LLC a Minnesota limited liability company
(“Developer” and “Owner”).
1. BACKGROUND.
A. The Developer has applied to redevelop the following legally described
property in the City of Edina, Hennepin County, Minnesota:
The East 1,045 feet of the South 1/2 of the Northeast Quarter of Section 31,
Township 28, Range 24 according to the Government Survey thereof, except that
part embraced within the plat of Oscar Roberts First Addition.
(“Subject Property”).
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B. 7250 France Group, LLC, a Minnesota limited liability company (“Phase 1
Developer”), previously applied to redevelop the following legally described property in the City
of Edina, Hennepin County, Minnesota located adjacent to the Subject Property:
Lot 44, Block 1, Oscar Roberts First Addition, according to the recorded plat
thereof.
(the “Adjacent Property” and, together with the Subject Property, the “Development Property”).
C. The Developer and Phase 1 Developer wish to develop the Development
Property in two phases. The first phase, to be completed by the Phase 1 Developer, includes the
demolition and removal of the existing office buildings and parking ramp located on the
Development Property, the construction of a five-story office building with a coffee shop and
underground parking on the Adjacent Property, and the construction of certain public
improvements on both the Subject Property and the Adjacent Property (collectively, the “Phase 1
Project”). Completion of the Phase 1 Project is subject to the terms and conditions of that certain
Site Improvement Performance Agreement dated as of February 7, 2023 between the City and the
Phase 1 Developer (the “Phase 1 SIPA”). The second phase, to be completed by the Developer,
includes the construction of a 150-unit multifamily rental housing project (the “Phase 2 Project”)
D. On April 2, 2019 an overall development and Rezoning/Ordinance
Amendment establishing the Planned Unit Development - 16 District (“PUD-16”) was approved
by the Edina City Council. On September 14, 2022 the Planning Commission held a public hearing
and recommended an additional condition to the approval which was that the bike and pedestrian
connections be separated from the north/south street/connector. On September 20, 2022, the City
Council held a public hearing to consider the request and on October 18, 2022, the City Council
approved the Planning Commission's request regarding the bike and pedestrian connections. On,
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February 7, 2023, the City Council granted final approval of the Zoning Ordinance Amendment,
Revised Overall Development Plan, Final Site Plan for the Phase 1 Project and the Phase 1 SIPA.
In March and April of 2023, the Planning Commission and City Council considered a sketch plan
proposal to consider a hotel at 7200 France, Phase 2 of PUD-16. On July 24, 2024, the Planning
Commission held a public hearing and recommended unanimous approval of Preliminary Site Plan
for the Phase 2 Project and an Ordinance amendment to PUD-16 to incorporate the Phase 2 Site
Plan and reduce the first-floor ceiling height from 16 feet to 14 feet.
2. RIGHT TO PROCEED. On the Subject Property, the Developer may not grade
or otherwise disturb the earth, remove trees, construct private improvements, or any buildings in
connection with the construction of the Phase 2 Project until all the following conditions have been
satisfied: 1) this Agreement has been fully executed by both parties and filed with both the City
Clerk and the Hennepin County Registrar of Title’s Office; 2) the required security has been
received by the City; and 3) the required insurance certificate has been received by the City.
3. PLANS. The Phase 2 Project shall be developed in accordance with the following
Development Plans (“Plans”) which are on file with the City. The Plans shall not be attached to
this Agreement. If the Plans vary materially from the written terms of this Agreement, the written
terms shall control. The Plans are:
•Development Plans dated February 7, 2025 prepared by ESG.
•Existing Conditions dated February 7, 2025 prepared by Civil Site Group.
•Phase 2 Site Plan dated February 7, 2025 prepared by Civil Site Group and
ESG.
•Phase 2 Grading Plans dated February 7, 2025 prepared by Civil Site Group.
•Final Development Plans dated February 7, 2025 prepared by Civil Site
Group
•Utility Plan February 7, 2025 prepared by Civil Site Group.
•Landscaping Plans dated February 7, 2025, and Revised Plan date stamped
March 13, 2025, prepared by Confluence.
•Traffic Impact Study prepared by Stantec.
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•Final Parking Plans dated June 21, 2024 prepared by ESG.
Prior to the Developer’s initiating construction of the Phase 2 Project, Developer will submit final
construction drawings for the City’s review and approval. Following the City’s approval of those
final construction drawings, the term “Plans” as used in this Agreement will include the approved
final construction drawings. In the event of a conflict between the approved final construction
drawings and the above referenced Plans, the approved final construction drawings will control.
The Developer may request changes to the Plans. Plan changes deemed non-material or minor,
pursuant to City ordinances, can be reviewed and approved by City staff. All other material Plan
changes shall require approval by the City Council.
4. EROSION CONTROL. Prior to initiating construction of the Phase 2 Project, the
Erosion Control Plan shall be implemented by the Developer and inspected and approved by the
City. The City may impose additional erosion control obligations if they would be reasonable and
beneficial. All areas disturbed by the grading operations shall be stabilized per the Minnesota
Pollution Control Agency (“MPCA”) Stormwater Permit for Construction Activity. Seed shall be
in accordance with the City's current seeding specification, which may include temporary seed to
provide ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc
anchored as necessary for seed retention. The parties recognize that time is of the essence in
controlling erosion. If the Developer does not comply with the MPCA Stormwater Permit for
Construction Activity or with the Erosion Control Plan or any schedule of supplementary
instructions received from the City, the City may take such action as it deems appropriate to control
erosion. The City will endeavor to notify the Developer in advance of any proposed action, but
failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder.
If the Developer does not reimburse the City for any cost the City incurred for such work within
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thirty (30) days of receipt of notice thereof, the City may draw on the letter of credit to pay any
costs. No development or utility construction will be allowed on the Subject Property and no
building permits will be issued for the Subject Property unless the Subject Property is in full
compliance with the approved Erosion Control Plan.
5. LICENSE. Developer hereby grants the City, its agents, employees, officers and
contractors a license to enter the Subject Property to perform (a) all work permitted to be performed
by the City under this Agreement, and (b) all inspections deemed appropriate by the City in
conjunction with site development.
6. CONSTRUCTION ACCESS. Construction traffic access and egress must be in
accordance with the Construction Management Plan, which will be provided by the Developer and
approved by the City prior to the commencement of construction.
7. IMPROVEMENTS. The Developer shall construct the following improvements:
A.Public Improvements: None.
B.Private Improvements: The Phase 2 Project to include but not limited to: 150
unit, six story apartment with underground parking and revised Landscaping on
the west side of the site.
The Public Improvements and the Private Improvements shall be installed in accordance with City
ordinances and the Plans approved by the City. Grading, construction activity, and the use of power
equipment are prohibited between the hours of 9 o'clock p.m. and 7 o'clock a.m. The Plans for
Private and Public Improvements shall be prepared by a competent registered professional
engineer and submitted to the City for approval by the City Engineer. The Developer shall instruct
its engineer to provide adequate field inspection personnel to assure an acceptable level of quality
control to the extent that the Developer's engineer will be able to certify that the construction work
complies with City standard specifications and ordinances and the Plans as a condition of City
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acceptance. In addition, the City may, at the City's discretion and at the Developer's expense, have
one or more City inspectors and a soil engineer inspect the work on a part-time basis. The
Developer, its contractors and subcontractors, shall follow all reasonable instructions received
from the City's inspectors. The Developer's engineer shall provide for on-site project management.
The Developer's engineer is responsible for design changes and contract administration between
the Developer and the Developer's contractor. The Developer or its engineer shall schedule a pre-
construction meeting at a mutually agreeable time at the City with all parties concerned, including
the City staff, to review the program for the construction work. Within thirty (30) days after the
completion of the Private and Public Improvements and before the security is released, the
Developer shall supply the City with a complete set of reproducible "as constructed" plans and an
electronic file of the "as constructed" plans that satisfy the City's record drawings requirements
(the "Record Drawings"). The Record Drawings shall be submitted prior to the Developer
receiving an occupancy permit for any building on the Subject Property.
8. CONSTRUCTION ACTIVITY/HOURS. Grading, construction activity, and the
use of power equipment are prohibited between the hours of 9 o’clock p.m. and 7 o’clock a.m. and
must be consistent with City Code. The City may, at the City’s discretion and at the Developer’s
expense, not to exceed $2,500, have one or more City inspectors and a soil engineer inspect the
work on a part-time basis. The Developer, its contractors and subcontractors, shall follow all
instructions received from the City’s inspectors. The Developer’s engineer shall provide for on-
site project management. The Developer’s engineer is responsible for design changes and contract
administration between the Developer and the Developer’s contractor. The Developer or its
engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City with
all parties concerned, including the City staff, to review the program for the construction work.
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9. DEWATERING. Due to the variable nature of groundwater levels and stormwater
flows, it is the Developer’s responsibility to satisfy itself with regard to the elevation of
groundwater and to perform any necessary dewatering and storm flow routing. All dewatering
shall be in accordance with applicable laws and regulations.
10. TIME OF PERFORMANCE. The Developer shall install the Public
Improvements within thirty (30) months after issuance of the necessary permits for the Public
Improvements.
11. CLEAN UP. The Developer shall clean dirt and debris from streets that has
resulted from the construction work by the Developer, subcontractors, their agents or assigns. Prior
to any construction on the Subject Property, the Developer shall identify in writing a responsible
party and schedule for erosion control, street cleaning, and street sweeping.
12. OWNERSHIP OF IMPROVEMENTS. Upon completion of the work and
construction required by this Agreement and final acceptance by the City Engineer, the Public
Improvements shall become City property without further notice or action, and will thereafter be
maintained by the City as public property. Prior to acceptance of the Public Improvements by the
City, the Developer must furnish the following affidavits:
•Contractor’s Certificate
•Engineer’s Certificate
•Developer’s Certificate
certifying that all construction has been completed in accordance with the terms of this Agreement.
Upon receipt of affidavits and verification by the City Engineer, the City Engineer will accept the
completed Public Improvements. Within thirty (30) days after the acceptance of the Public
Improvements and before the security is released, the Developer shall supply the City with a
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complete set of reproducible record drawings. The City’s standard specifications for utility
construction identify the procedures for final acceptance of utilities.
13. CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION
OBSERVATION. The Developer shall pay for the City’s in-house engineering administration.
City engineering administration will include monitoring of construction observation, consultation
with Developer and its engineer on status or problems regarding the Project, coordination for final
inspection and acceptance, Project monitoring during the warranty period, and processing of
requests for reduction in security.
14. SECURITY REQUIREMENTS. To guarantee compliance with the terms of this
Agreement, the Developer shall, before the Developer may proceed with the construction of the
Public and Private Improvements, furnish the City with a letter of credit in the form attached hereto
as Exhibit "A" (or some combination of cash and a letter of credit), from a bank approved by the
City plus a cash fee of $5,000 for City engineering, expenses and administration (the "Security").
In this case all public improvements have been constructed or will be constructed with Phase 1,
therefore no additional letter of credit is required for Phase 2, and only the cash fee is required.
15. WARRANTY. The Developer warrants all Public and Private Improvements
required to be constructed by it pursuant to this Agreement against poor material and faulty
workmanship. The warranty period for all Public Improvements is one (1) year and shall
commence following completion and acceptance by City Engineer. The Developer shall post or
cause its contractor to post maintenance bonds in the amount of twenty-five percent (25%) of final
certified construction costs of the Public Improvements to secure the warranties. The City shall
retain ten percent (10%) of the security posted by the Developer until the maintenance bonds are
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furnished to the City or until the warranty period expires, whichever first occurs. The retainage
may be used to pay for warranty work.
16. SPECIAL PROVISIONS.
A. The Developer shall comply with conditions outlined in City Council
Resolution No. 2024-50 & Resolution No. 2025-25.
B. Final development plans must be consistent with the submitted
development plans dated February 7, 2025.
C. The Final Landscape Plan must meet all minimum landscaping
requirements per Chapter 36 of the Zoning Ordinance and consist with the Landscape Plans dated
February 7, 2025, and date stamped March 13, 2025, subject to review, recommendation and
approval of the city forester. A performance bond, letter-of-credit, or cash deposit must be
submitted for one and one-half times the cost amount for completing the required landscaping,
screening, or erosion control measures at the time of any building permit. The letter of credit must
include all landscaping to be planted on the 7200 France Site. The developer should work with
the adjacent landowners to determine replacement trees off-site.
D. Provision of code compliant bike racks for each use near the building
entrances.
E. The Final Lighting Plan must meet all minimum requirements per Section
36-1260 of the City Code.
F. Roof-top mechanical equipment shall be screened per Section 36-1459 of
the City Code
G. Submit a copy of the Nine Mile Creek Watershed District permit. The City
may require revisions to the approved plans to meet the district’s requirements.
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H. The Phase 2 Project must provide the required affordable housing units
within the building to be compliant with the City’s affordable housing policy.
I. Compliance with the conditions outlined in the director of engineering’s
memo dated July 18, 2024.
J. Compliance with the Stantec Consulting Traffic & Parking Study
recommendations.
K. Dedication of public access easements of the east-west and north-south
sidewalks and drive- aisles through the site and sidewalks around the perimeter of the site.
L. Submittal of a construction management plan subject to review and
approval of city staff prior to issuance of a building permit. The plan must demonstrate minimal
impact to pedestrian and vehicle movement.
M. Hours of construction must be consistent with City Code.
N. The Developer shall be responsible for the maintenance of internal
sidewalks and drive aisles. The City would snow plow a 5-foot path of the sidewalk on France.
The Developer would be responsible for the remaining areas.
P. Unless included within the Phase 1 Project scope, public art must be
provided along street frontages and the courtyard.
17. RESPONSIBILITY FOR COSTS.
A. The Developer shall pay all reasonable costs incurred by it or the City in
conjunction with the installation of the Public Improvements, including but not limited to the
development of the site, legal, planning, engineering and inspection expenses incurred in
connection with approval and development of the Subject Property, the preparation of this
Agreement, review of any other plans and documents.
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B. The Developer shall hold the City and its officers, employees, and agents
harmless from claims made by itself and third parties for damages sustained or costs incurred
resulting from Developer’s development of the site and installation of Public Improvements,
except for costs incurred as a result negligence or intentional misconduct of the City or its officers,
employees, or agents. The Developer shall indemnify the City and its officers, employees, and
agents for all costs, damages, or expenses which the City may pay or incur in consequence of such
claims, including reasonable attorneys' fees, except for costs, damagers or expenses incurred as a
result of negligence or intentional misconduct of the City or its officers, employees, or agents,
occurring during Developer’s ownership of the Subject Property.
C. The Developer shall pay in full all bills submitted to it by the City for
undisputed obligations incurred under this Agreement within thirty (30) days after receipt. If the
undisputed bills are not paid on time, the City may halt site development and construction until
the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of
eight percent (8%) per year.
18. MISCELLANEOUS.
A. Third parties shall have no recourse against the City or the Developer under
this Agreement.
B. Breach of the terms of this Agreement by the Developer without cure in the
time period provided shall be grounds for denial of building permits.
C. If any portion, section, subsection, sentence, clause, paragraph, or phrase of
this Agreement is for any reason held invalid, such decision shall not affect the validity of the
remaining portions of this Agreement.
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D. The action or inaction of the City shall not constitute a waiver or amendment
to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing,
signed by the parties and approved by written resolution of the City Council. The City's failure to
promptly take legal action to enforce this Agreement shall not be a waiver or release.
E. This Agreement shall run with the land and will be recorded against the title
to the Subject Property. The Developer covenants with the City, its successors and assigns, that
the Developer has fee title to the Subject Property or has obtained consents to this Agreement, in
the form attached hereto, from all parties who have an interest in the Subject Property; that there
are no unrecorded interests in the Subject property; and that the Developer will indemnify and hold
the City harmless for any breach of the foregoing covenants.
F. The Developer and its contractors shall acquire commercial general liability
insurance covering personal injury, including death, and claims for property damage which may
arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly
employed by any of them. Limits for such insurance shall be in a combination single limit policy
of $1,000,000 or more. The City shall be named as an additional insured on the policy on a primary
and noncontributory basis, and the Developer and contractors shall file with the City a certificate
evidencing coverage. The Developer and contractors must provide a Certificate of Insurance
which meets the following requirements:
1. The Description section of the Accord form needs to read “City of Edina is
named as Additional Insured with respect to the General Liability and Auto
Liability policies on a Primary and Non-Contributory Basis.”
2. Certificate Holder must be City of Edina.
3. Provide a copy of the policy endorsement showing City of Edina named as
Additional Insured on a Primary and Non-Contributory Basis.
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These insurance coverages and the requirements hereunder shall be required until the Certificate
of Completion is issued.
G. The Developer and its general contractor shall obtain Workmen’s
Compensation Insurance in accordance with the laws of the State of Minnesota, including
Employer’s Liability Insurance, to the limit of $100,000 each accident. These insurance coverages
and the requirements hereunder shall be required until the Certificate of Completion is issued.
H. Each right, power or remedy herein conferred upon the City is cumulative
and in addition to every other right, power or remedy, express or implied, now or hereafter arising,
available to City, at law or in equity, or under any other agreement, and each and every right,
power and remedy herein set forth or otherwise so existing may be exercised from time to time as
often and in such order as may be deemed expedient by the City and shall not be a waiver of the
right to exercise at any time thereafter any other right, power or remedy.
I. The Developer represents to the City that any Public Improvements will
comply with all city, county, metropolitan, state, and federal laws and regulations, including but
not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the
City determines that any Public Improvements do not comply, the City may, at its option, refuse
to allow construction or development work on the Subject Property until the Developer does
comply. Upon the City’s demand, the Developer shall cease work until there is compliance.
J. The Developer may not assign this Agreement without the written
permission of the City Council prior to issuance of the Certificate of Completion. The Developer's
obligation hereunder shall continue in full force and effect even if the Developer sells one or more
lots, the entire Subject Property, or any part of it.
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K. An uncured breach of the terms of this Agreement by the Developer and the
failure to cure such breach within the period provided in this Agreement, including nonpayment
of billings from the City, shall be grounds for denial of building permits and certificates of
occupancy, and the halting of all work on the Subject Property.
L. From time to time, when requested by Developer, the City shall execute and
deliver a recordable certificate confirming the satisfaction or completion of certain requirements
contained in this Agreement.
19. DEVELOPER’S DEFAULT. In the event of default by the Developer, beyond the
applicable notice and cure periods provided in this Agreement, as to any of the work to be
performed by it hereunder, the City may, at its option, perform the work and the Developer shall
promptly reimburse the City for any out-of-pocket expense incurred by the City, provided the
Developer, except in an emergency as determined by the City, is first given notice of the work in
default, not less than thirty (30) days in advance, This Agreement is a license for the City to act,
and it shall not be necessary for the City to seek a Court order for permission to enter the land.
When the City does any such work, the City may, in addition to its other remedies, assess the cost
in whole or in part.
20. NOTICES. Required notices to the Developer shall be in writing, and shall be
either hand delivered to the Developer or mailed to the Developer by certified mail at the following
address:
France Property Partners, LLC
Attn: Ted Carlson
c/o Orion Investments
6550 York Avenue, Suite 207
Edina, MN 55435
Page 275 of 425
15
233952v2
Notices to the City shall be in writing and shall be either hand delivered to the City
Manager, or mailed to the City by certified mail in care of the City Manager at the following
address:
City of Edina
Attn: City Manager
Edina City Hall
4801 West 50th Street
Edina, MN 55424-1330
21. CERTIFICATE OF COMPLETION. After the Developer has received the final
certificate of occupancy for the Phase 2 Project and completed the work required under this
Agreement, the City Manager will issue a certificate of completion after written request from the
Developer. The certificate of completion shall be consistent in form with the certificate of
completion issued by the City and shall be in recordable form and may be recorded against the
Subject Property.
[Remainder of page intentionally left blank.
Signature pages follow.]
Page 276 of 425
16
233952v2
CITY:
CITY OF EDINA
By: ____________________________________
James Hovland, Mayor
And ____________________________________
Scott Neal, City Manager
STATE OF MINNESOTA )
(ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ________ day of
______________, 202__, by James Hovland and by Scott Neal, respectively the Mayor and City
Manager of the City of Edina, a Minnesota municipal corporation, on behalf of the corporation
and pursuant to the authority granted by its City Council.
__________________________________________
Notary Public
Page 277 of 425
17
233952v2
DEVELOPER:
FRANCE PROPERTY PARTNERS, LLC
By: ______________________________________
Ted Carlson
Its President
STATE OF MINNESOTA )
(ss.
COUNTY OF ____________)
The foregoing instrument was acknowledged before me this ______ day of
_______________, 202__, by Ted Carlson, the President of France Property Partners, LLC, a
Minnesota limited liability company, on behalf of the company.
___________________________________
Notary Public
DRAFTED BY:
CAMPBELL KNUTSON
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
Telephone: (651) 452-5000
DSK/mew
Page 278 of 425
18
233952v2
EXHIBIT A
IRREVOCABLE LETTER OF CREDIT
No. ___________________
Date: _________________
TO: City of Edina
4801 West 50th Street
Edina, Minnesota 55424-1330
Dear Sir or Madam:
We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable
Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the
undersigned bank.
The draft must:
a) Bear the clause, "Drawn under Letter of Credit No. __________, dated ________________, 2_____,
of (Name of Bank) ";
b) Be signed by the City Manager or Finance Director of the City of Edina.
c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30,
2_____.
This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five
(45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers
written notice to the Edina Finance Director that it intends to modify the terms of, or cancel, this Letter of Credit.
Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-
five (45) days prior to the next annual renewal date addressed as follows: Edina City Manager, Edina City Hall,
4801 West 50th Street Edina, MN 55424-1330, and is actually received by the City Manager at least thirty (30)
days prior to the renewal date.
This Letter of Credit sets forth in full our understanding which shall not in any way be modified,
amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred
to herein.
This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may
be made under this Letter of Credit.
This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice
for Documentary Credits, International Chamber of Commerce Publication No. 600.
We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly
honored upon presentation.
Page 279 of 425
19
233952v2
By: ____________________________________
Its ______________________________
Page 280 of 425
20
233952v2
MORTGAGEE’S CONSENT AND SUBORDINATION
Commerce Bank, a Minnesota banking corporation, being the owner and holder of that certain Mortgage,
Security Agreement and Fixture Financing Statement, dated September 27, 2021, and filed September 28,
2021 with the Office of Hennepin County Registrar of Titles as Document No. T5881621, that certain
Assignment of Leases and Rents, dated September 27, 2021, and filed September 28, 2021 with the Office
of Hennepin County Registrar of Titles as Document No. T5881622, and that certain Mortgage, dated
November 4, 2022, filed December 2, 2022 with the Office of Hennepin County Registrar of Titles as
Document No. T5988426 (collectively, the “Security Instruments”), hereby consents to the recording of
the foregoing Site Improvement Performance Agreement against the Subject Property and agrees that such
Site Improvement Performance Agreement shall remain in full force and effect even if it forecloses on the
Security Instruments.
Commerce Bank,
a Minnesota banking corporation
By: __________________________________________
Name:________________________________________
Title:_________________________________________
STATE OF MINNESOTA )
) ss,
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ____ day of _____________, 2025,
by _______________, as _______________ of Commerce Bank, a Minnesota banking corporation.
Notary Seal ______________________________
Notary Public
Page 281 of 425
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:47 AMT100
TITLE SHEET - LUA
2024-1149
ESG ESG
06/21/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
PROJECT TEAM
PROJECT LOCATION
DRAWING INDEX
7200 France Ave | Edina, MN 55435
Vicinity
Site Location
OWNER/DEVELOPER:Orion Investments / Afton Park
6550 York Ave S, Suite 207
Edina, MN 55435
ARCHITECT:ESG Architecture & Design
350 North 5th Street, Suite 400
Minneapolis, MN 55401
CIVIL ENGINEER:Civil Site Group
5000 Glenwood Ave.
Golden Valley, MN 55422
LANDSCAPE ARCHITECT:Confluence
901 N 3rd St, #225
Minneapolis, MN 55401
DRAWING INDEX - LUA
DRAWING
NUMBER DRAWING NAME LUA (02/07/2025)GENERAL INFORMATION
T100 TITLE SHEET - LUA ●
SURVEY
V1.0 ALTA/NSPS LAND TITLE SURVEY ●
CIVIL
C0.0 TITLE SHEET ●
C2.0 SITE PLAN ●
C3.0 GRADING PLAN ●
C4.0 UTILITY PLAN ●
C5.0 CIVIL DETAILS ●
SW1.0 SWPPP - EXISTING CONDITIONS ●
SW1.1 SWPPP - PROPOSED CONDITIONS ●
SW1.2 SWPPP - DETAILS ●
SW1.3 SWPPP - NARRATIVE ●
SW1.4 SWPPP - ATTACHMENTS ●
SW1.5 SWPPP - ATTACHMENTS ●
LANDSCAPE
L1.1 LANDSCAPE SITE PLAN ●
L1.2 LANDSCAPE PLANTING PLAN ●
L1.3 LANDSCAPE SITE DETAILS ●
ARCHITECTURAL
A001 EXISTING SITE PHOTOS ●
A002 ARCHITECTURAL SITE PLAN ●
A003 SITE SECTION ●
A100 LEVEL P2 FLOOR PLAN ●
A101 LEVEL P1 FLOOR PLAN ●
A102 LEVEL 1 FLOOR PLAN ●
A103 LEVEL 2 FLOOR PLAN ●
A104 LEVEL 3 FLOOR PLAN (LEVELS 4 & 5 SIMILAR)●
A105 LEVEL 6 FLOOR PLAN ●
A106 ROOF PLAN ●
A201 EXTERIOR ELEVATIONS ●
A202 EXTERIOR ELEVATIONS ●
A203 EXTERIOR ELEVATIONS ●
A400 EXTERIOR MATERIALS ●
A500 AERIAL VIEWS ●
A501 EXTERIOR RENDERINGS ●
A502 EXTERIOR RENDERINGS ●
A503 EXTERIOR RENDERINGS ●
A504 EXTERIOR ELEVATIONS ●
ELECTRICAL
E0.1P ELECTRICAL SITE PHOTOMETRIC PLAN ●
E0.2P ELECTRICAL SITE PHOTOMETRIC DETAIL ●
PROJECT METRICS
No. Description Date
Received
2/12/25
Planning DivisionPage 282 of 425
S00°11'54"E 325.00S89°57'11"E 520.00N00°11'54"W 325.00 N89°57'11"W 520.0072ND ST W(A Public R/W)FRANCE AVE S
(A Public R/W)Sign[18]. Easement for Flowage andDrainage Per Doc No. 1022380[18]. Easement for Flowage andDrainage Per Doc No. 1022380[17]. Easement for Flowage andDrainage Per Doc No. 1022383 PARCEL 3[19]. Easement for Flowage andDrainage Per Doc No. 1022381PARCEL 2[17] [20]. Easement for Flowageand Drainage Per Doc No's. 1022382and 1022383[18]. Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380
[16]. Highway EasementPer Doc No. 885564 [15]. Highway EasementPer Doc No. 541943[14]. Sanitary SewerEasement Per Doc No. 525875North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.EXCEPTIONPID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcBroken Up Bituminous Surface CellTowerChain Link Fence/Concrete PadChain Link Fence ChainLinkFenceChainLinkFenceConcreteFoundationConcreteFoundationConcrete
Wall WoodWall24" RCP24" RCPLYMAR LN(A Public R/W)Guardrail AccessAccessEdge ofWoodsChainLinkFencePID: 3102824140032Address: 7203 Bristol Cir,Edina, MN 55435Owner: Marjorie ThoenenPID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners LlcNO BUILDINGS30.00295.00
ConcreteRampPARCEL 3470.0050.00PARCEL 1S89°57'11"E 470.00S00°11'54"E 294.92
East line of the S 1/2 ofthe NE 1/4 of Section 31,Township 28, Range 24.
Concrete Walk[A] No EasementProvided forCell TowerAccessAccessConcrete Driveway
[B] ConcreteDrivewayAccess CrossesProperty Line12" RCP(Rec)21" RCP (Rec)18" RCP18" RCP12" RC
P 15" RCP21" RCP24" RCP
(C.S.A.H. NO. 17)
Concrete MedianPer Aerial Mapping
Concrete MedianPer Aerial Mapping
DESCRIPTION OF PROPERTY SURVEYEDParcel 1:The East 1045 feet of the South Half of the Northeast Quarter of Section 31, Township 28, Range 24, according to theGovernment survey thereof, except that part embraced within the Plat of Oscar Roberts First Addition.Hennepin County, MinnesotaTorrens PropertyParcel 2:Easement for flowage and drainage of surface waters contained in Easement dated November 10, 1971, filed February 8,1972, as Document No. 1022381.Parcel 3:Easement for flowage and drainage of surface waters contained in Easement dated November 10, 1971, filed February 8,1972, as Document No. 1022383.GENERAL SURVEY NOTES1. Bearings are based on the Hennepin County Coordinate System (1986 Adjustment).2. Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located in the northeastquadrant of 72nd Ave W and Lymar Ln, as shown hereon. Elevation = 859.24.3. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from thefollowing sources: plans obtained from utility companies, plans provided by client, markings by utility companies and otherappropriate sources. We have used this information to develop a view of the underground utilities for this site. However,lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Whereadditional or more detailed information is required, the client is advised that excavation may be necessary. Also, please notethat seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property.ALTA/NSPS LAND TITLE SURVEY NOTES(numbered per Table A)1. Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon.2. Site Address: 7200 France Ave S, Edina, MN 55435.3. This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood InsuranceRate Map, Community Panel No. 27053C0452F, effective date of November 4, 2016.4. The Gross land area is 169,002 +/- square feet or 3.880 +/- acres.6. (a) The current Zoning for the subject property was not provided. Please note that the general restrictions for the subjectproperty may have been amended through a city process. We could be unaware of such amendments if they are not in arecorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for thecurrent restrictions for this site.7. (a) Exterior dimensions of buildings at ground level as shown hereon. (b)(1) Square footage of exterior footprint of buildings at ground level as shown hereon. Please note no buildings were observed on the subject property while conducting the fieldwork.9. The number of striped parking stalls on this site could not be determined as the lot was deteriorating and the striping wasfading.13. The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from theHennepin County Interactive Property Map.15. Please note some features located per aerial imagery as noted hereon.SURVEY REPORT1. This map and report was prepared with the benefit of a Commitment for Title Insurance issued by Commercial Partners Title,a division of Chicago Title Company, LLC, as agent for Stewart Title Guaranty Company, File No. CP72048, dated April 14,2023. We note the following with regards to Schedule B II Exceptions of the herein referenced Title Commitment:a. Item no.'s 1-13 are not survey related.b. The following are numbered per the referenced Title Commitment: [14]. Easement for sanitary sewer purposes, including the right to enter, in favor of the Village of Edina, aMinnesota municipal corporation, contained in Easement For Sanitary Sewer dated March 5, 1957, filed March27, 1957, as Document No. 525875. As shown hereon over the north 30 feet of the subject property. [15]. Easement for highway purposes, in favor of the Village of Edina, a municipal corporation, contained inEasement dated July 30, 1957, filed October 9, 1957, as Document No. 541943. As shown hereon over thenorth 30 feet of the subject property. [16]. Terms and conditions of and rights of access contained in Final Certificate dated August 28, 1967, filed August29, 1967, as Document No. 885564. Document provides a right of access for highway purposeseasement over the east 50 feet of the subject property, as shown hereon. [17]. Easement for flowage and drainage of surface waters dated November 10, 1971, filed February 8, 1972, asDocument No. 1022383. As shown hereon to the west of the subject property lying over the east 10feet of Lots 41 and 42, Block 1, Oscar Roberts First Addition and to the south of the subjectproperty over the north 5 feet of Lot 44, Block 1, Oscar Roberts First Addition. Said easementbenefits the subject property. [18]. Terms and conditions of and easement for flowage and drainage of surface waters contained in Easementdated November 12, 1971, filed February 8, 1972, as Document No. 1022380. As shown hereon over thesouth 5 feet, the west 10 feet and the west 30 feet of the subject property. [19]. Terms and conditions of and easement for flowage and drainage of surface waters contained in Easementdated November 10, 1971, filed February 8, 1972, as Document No. 1022381. As shown hereon to thesouth of the subject property, lying over the north 5 feet of the east 52 feet of Lot 45, Block 1,Oscar Roberts First Addition. Said easement benefits the subject property. [20]. Terms and conditions of and easement for flowage and drainage of surface waters contained in Easementdated January 28, 1972, filed February 8, 1972, as Document No. 1022382. As shown hereon to the southof the subject property, lying over the north 5 feet of Lot 44, Block 1, Oscar Roberts First Addition. Said easement benefits the subject property.2. Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes:[A] Please note there is a cell tower located in the southwest quadrant of the subject property, as shown hereon.We have not been provided with documentation of an easement for said cell tower.[B] Please note a concrete driveway access crosses the south line near the southeast corner of the subjectproperty, as shown hereon.ALTA CERTIFICATIONTo: France Property Partners, LLC, a Minnesota limited liability company; Stewart Title Guaranty Company; and CommercialPartners Title, a division of Chicago Title Company, LLC:This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 MinimumStandard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includesItems 1, 2, 3, 4, 6(a), 7(a), 7(b)(1), 8, 9, 13 and 15 of Table A thereof.The fieldwork was completed on 5-25-2023.Dated this 2nd day of June, 2023.________________________________________________________Rory L. Synstelien Minnesota License No. 44565rory@civilsitegroup.comVICINITY MAP7200 France Ave S
Edina, Hennepin County, MN 55435
6550 York Ave S, #207, Edina, MN 55435
Orion Investments
PROJECTPROJECT NO.: 21419COPYRIGHT 2023 CIVIL SITE GROUP INC.cREVISION SUMMARYDATE DESCRIPTIONV1.0ALTA/NSPS LANDTITLE SURVEY. .. .. .. .. .. .N44565RORY L. SYNSTELIENLICENSE NO.DATEI HEREBY CERTIFY THAT THIS SURVEY,PLAN, OR REPORT WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED LANDSURVEYOR UNDER THE LAWS OF THESTATE OF MINNESOTA.6-2-2023NCLIENT Civil Engineering Surveying Landscape Architecture 5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060QA/QCFIELD CREWDRAWN BYREVIEWED BYUPDATED BYDH/HSJRNCJ.OVERHEAD UTILITIESGASMAINSANITARY SEWERSTORM SEWERFIBER/COMM. LINEELECTRIC LINE (RECORD)WATERMAINELECTRIC LINEGASMAIN (RECORD)CHAINLINK FENCELINELinetype & Symbol Legend CONCRETE SURFACEPAVER SURFACEBITUMINOUS SURFACEGRAVEL/LANDSCAPE SURFACEWOODEN FENCELINEGUARDRAILWATERMAIN (RECORD)SANITARY SEWER (RECORD)STORM SEWER (RECORD)FIBER/COMM. LINE (RECORD)TELEPHONE LINE (RECORD)TELEPHONE LINESIGNSANITARY MANHOLESTORM MANHOLECABLE TV BOXTELEPHONE MANHOLEELECTRIC TRANSFORMERTELEPHONE BOXTRAFFIC SIGNALGAS METERELECTRICAL METERWATER MANHOLEWATER VALVEAIR CONDITIONERBOLLARDCATCH BASINELECTRIC MANHOLEGAS VALVEFLAG POLEHANDICAP SYMBOLFOUND IRON MONUMENTHYDRANTCAST IRON MONUMENTSET IRON MONUMENTFLARED END SECTIONPOWER POLEUTILITY MANHOLEGUY WIRECONIFEROUS TREEDECIDUOUS TREEROOF DRAINSEWER CLEAN OUTFIRE CONNECTIONWELLUTILITY VAULTPOST INDICATOR VALVEGAS MANHOLEHAND HOLEFIBER/COMM. MANHOLEMAIL BOXFUEL TANKELECTRICAL OUTLETSB SOIL BORINGLIGHT POLEACCESS RESTRICTION60153001530SCALE IN FEETReceived 2/12/25 Planning DivisionPage 283 of 425
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .7200 FRANCE AVEEDINA, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATIONSITE LOCATION MAPNUTILITY PLANC4.0ISSUED FOR: CITY SUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: DAVID KNAEBLE612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0 CIVIL DETAILSSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSC2.0 SITE PLANSWPPP - NARRATIVESW1.3Know what'sbelow.before you dig.CallRSW1.4 SWPPP - ATTACHMENTSSW1.5ARCHITECT:ESG ARCHITECTURE & DESIGN350 NORTH 5TH STREET, SUITE 400MINNEAPOLIS, MN 55401CONTACT: RYAN FUGLEBERGRYAN.FUGLEBERG@ESGARCH.COM612-524-4248CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: RORY SYNSTELIEN612-615-0060BRAUN INTERTEC11001 HAMPSHIRE AVE SMINNEAPOLIS, MN 55348952-995-2000ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788FRANCE AVE S W 72ND STSWPPP - ATTACHMENTSSW1.2Received 2/12/25 Planning DivisionPage 284 of 425
72ND ST W(A Public R/W)FRANCE AVE S
(A Public R/W)
[3] Easement for Flowage andDrainage Per Doc No. 1022380
[3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcEdge of WoodsEdge ofWoodsBlock Wall Lies 0.5 FeetW of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.ChainLinkFenceS00°11'54"E 268.50
N75°01'42"E
56
.41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and Utility
Easement per Plat of OSCAR
ROBERTS FIRST ADDITION
[2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete Foundation9" VCP (Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec)
12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners Llc(C.S.A.H. NO. 17)AccessAccessBituminous Parking Lot
Concrete MedianPer Aerial Mapping
Concrete MedianPer Aerial Mapping
21
.
2
1
1515
[A] ConcreteDrivewayAccess CrossesProperty Line45' Side Setback
25' Front Setback (From Curb)
50' Front Setback (From Curb)
Temp. Construction Fence PARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway perUnrecorded Easement Agreement Doc.
[11] North/South Roadway perUnrecorded Easement Agreement Doc.
[11] North/South Pathway per
Unrecorded Easement Agreement Doc.
[11] North/South Roadway perUnrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area per
Unrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2
PARCEL 2 PARCEL 5SS-1SOUTHSTAIR110EXITPASSAGEWAY112COFFEE118FUTURETENANT A109FUTURETENANT B113BUILDINGLOBBY102ELEC107IDF106MEN105WOMEN104JANITORNPS-1NORTHPARKINGSTAIR111MECHNS-1NORTHSTAIR113ACONFROOM117BIKELOUNGE112ASTORAGE116RESTROOM& SHOWER122OFFICE123OFFICE121CATERINGPREP120STORAGE115RESTROOM& SHOWERNOPARKING- 2 5/8"6.7%90'-90'-8"ELECROOMMOVE IN89'-4"845.33'846.67'100'-0"856.00'44.5'53.2'GARAGEFIRST FLOOR45.2'54.5'CONCRETE STAIRSAND RAILINGS,COORD. W/ARCH'L,TYP.CONCRETESIDEWALK, TYP.LIGHT BOLLARD,COORD. W/LSCP. ARCHCOORDINATE ALLSURFACE FINISHESWITH LANDSCAPEARCHITECTURE PLANSCOORDINATE ALL LIGHTLOCATIONS WITHLANDSCAPE ARCHITECTAND ELECTRICAL PLANSRET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.SEE GRADING PLANFOR HEIGHTRET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.SEE GRADING PLANFOR HEIGHTLD BIT. PVMT., TYPCONC. GENERATORPAD, COORD. W/MECHANICAL &UTILITY CO. PROVIDETHICKENED EDGE ASSHOWN ON GRADINGHD BIT. PVMT., TYP24" CONC. PVMTAT DRIVE ENTRY24" CONC. PVMTAT DRIVE ENTRY17.7'24.0'MATCH, TYPCAST-IN-PLACECONC. CURB WITHSTAIRS ANDRAILINGS, COORD.W/ARCH'L. SEEGRADING PLAN FORHEIGHTCONSTRUCTION LIMITSACCESSIBLE ROUTEARROW. DO NOT PAINT,FOR CODE REVIEW ONLY,TYP.B612 C&G, TYP.B612 C&G, TYP.R5
.
0
'R5.0'R5.0'R5.0
'5.0'8.0'5.0'4.0'6.0'4.0'4.0'4.0'7.1'4.0'4.0'4.5'4.0'14.6'6.8'10.9'9.2'22.1'11.0'15.5'5.0'5.0'6.0'MATCH, TYPMATCH,TYPMATCH, TYPMATCH, TYPSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANS30.4'
30.1'
30.0'
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF EDINA SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"N1.SAW CUT ALL CONCRETE JOINTS ON PUBLIC SIDEWALKS.2.CONTRACTOR SHALL PROVIDE CONSTRUCTION STAGING, TRAFFIC CONTROL, AND PEDESTRIANACCESS PLANS TO THE CITY AS NECESSARY.Know what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.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. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE 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 PRIORTO 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 STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED INSIDE PARKINGGARAGE AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).Received 2/12/25 Planning DivisionPage 285 of 425
72ND ST W(A Public R/W)FRANCE AVE S
(A Public R/W)
[3] Easement for Flowage andDrainage Per Doc No. 1022380[3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcEdge of WoodsEdge ofWoodsBlock Wall Lies 0.5 Feet
W of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.ChainLinkFenceS00°11'54"E 268.50
N75°01'42"E
56.41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and UtilityEasement per Plat of OSCARROBERTS FIRST ADDITION
[2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete Foundation9" VCP
(Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec)
12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners Llc(C.S.A.H. NO. 17)AccessAccessBituminous Parking Lot
Concrete Median
Per Aerial Mapping
Concrete MedianPer Aerial Mapping
21
.
2
1
1515
[A] ConcreteDrivewayAccess CrossesProperty Line45' Side Setback
25' Front Setback (From Curb)
50' Front Setback (From Curb)
Temp. Construction Fence PARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway per
Unrecorded Easement Agreement Doc.
[11] North/South Roadway per
Unrecorded Easement Agreement Doc.
[11] North/South Pathway per
Unrecorded Easement Agreement Doc.
[11] North/South Roadway per
Unrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2
PARCEL 2 PARCEL 5SS-1SOUTHSTAIR110EXITPASSAGEWAY112COFFEE118FUTURETENANT A109FUTURETENANT B113BUILDINGLOBBY102ELEC107IDF106MEN105WOMEN104JANITORNPS-1NORTHPARKINGSTAIR111MECHNS-1NORTHSTAIR113ACONFROOM117BIKELOUNGE112ASTORAGE116RESTROOM& SHOWER122OFFICE123OFFICE121CATERINGPREP120STORAGE115RESTROOM& SHOWERNOPARKINGEOF=845.66- 2 5/8"6.7%90'-90'-8"ELECROOMMOVE IN89'-4"845.33'846.67'100'-0"856.00'GARAGEFIRST FLOORCONSTRUCTION LIMITSSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANS7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF EDINA GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING 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) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED 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, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING 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 WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS 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 THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS 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.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.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.GROUNDWATER INFORMATION:PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 04-09-14GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 817.3 TO 818.8.Received 2/12/25 Planning DivisionPage 286 of 425
72ND ST W(A Public R/W)FRANCE AVE S
(A Public R/W)
[3] Easement for Flowage andDrainage Per Doc No. 1022380[3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcEdge of WoodsEdge ofWoodsBlock Wall Lies 0.5 Feet
W of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.ChainLinkFenceS00°11'54"E 268.50
N75°01'42"E 56.41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and Utility
Easement per Plat of OSCAR
ROBERTS FIRST ADDITION
[2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete Foundation9" VCP
(Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec)
12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners Llc(C.S.A.H. NO. 17)AccessAccessBituminous Parking Lot
Concrete Median
Per Aerial Mapping
Concrete Median
Per Aerial Mapping21.211515
[A] ConcreteDrivewayAccess CrossesProperty Line45' Side Setback
25' Front Setback (From Curb)
50' Front Setback (From Curb)
Temp. Construction Fence PARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway perUnrecorded Easement Agreement Doc.
[11] North/South Roadway per
Unrecorded Easement Agreement Doc.
[11] North/South Pathway per
Unrecorded Easement Agreement Doc.
[11] North/South Roadway per
Unrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2
PARCEL 2 PARCEL 5SS-1SOUTHSTAIR110EXITPASSAGEWAY112COFFEE118FUTURETENANT A109FUTURETENANT B113BUILDINGLOBBY102ELEC107IDF106MEN105WOMEN104JANITORNPS-1NORTHPARKINGSTAIR111MECHNS-1NORTHSTAIR113ACONFROOM117BIKELOUNGE112ASTORAGE116RESTROOM& SHOWER122OFFICE123OFFICE121CATERINGPREP120STORAGE115RESTROOM& SHOWERNOPARKINGEOF=845.66- 2 5/8"6.7%90'-90'-8"ELECROOMMOVE IN89'-4"845.33'846.67'100'-0"856.00'GARAGEFIRST FLOORCONSTRUCTION LIMITSSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANSFIRE DEPARTMENTCONNECTION,COORD. W/ MECH'L.MAKE CONNECTION TO EXISTING8" COMBINED WATER SERVICESTUB (5' FROM BUILDING),COORD. W/ MECH'LMAKE CONNECTION TOEXISTING 8" SANITARY SERVICESTUB (5' FROM BUILDING),IE STUB = 850.14,(FIELD VERIFY)COORD. W/ MECH'LMAKE CONNECTION TOEXISTING 12" STORM SERVICESTUB (5' FROM BUILDING),STUB IE=842.47COORD. W/ MECH'LMAKE CONNECTION TOEXISTING 12" STORM SERVICESTUB (5' FROM BUILDING),STUB IE=843.88COORD. W/ MECH'LTRENCH DRAIN 122 LFRIM=845.35BOT=843.35IE=841.184 LF 8" SCH40 PVCSTORM @ 2.00%TRENCH DRAIN 216 LFRIM=846.67BOT=844.67IE=842.6718 LF 8" SCH40 PVCSTORM @ 2.00%MAKE CONNECTION TOEXISTING 8" STORMSERVICE STUBSTUB IE=841.10MAKE CONNECTION TOEXISTING 8" STORMSERVICE STUBSTUB IE=842.597200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2.CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4.UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5.CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6.ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7.ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8.ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9.PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10.UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12.A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.13.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.14.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.15.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.16.COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.17.COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.18.ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.19.ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.20.CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.21.CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.22.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.23.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.CITY OF EDINA UTILITY NOTES:1.CONTRACTOR MUST APPLY FOR A SEWER AND WATER CONNECTION PERMIT WITH THECITY OF EDINA PUBLIC WORKS PRIOR TO CONSTRUCTION.2.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.Received 2/12/25 Planning DivisionPage 287 of 425
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS. .. .. .. .. .. .6"8"12"13 1/2"6"FINISHED GRADENOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSFINISHED GRADEN T SB-612 CONCRETE CURB AND GUTTER7"CLASS 5 AGGREGATE SUB-BASE,COORD. BITUMINOUS PAVEMENT DETAIL(6" MIN.)0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPE GUTTER(T.O. GUTTER) WHERE THE PAVEMENT SLOPES AWAY FROMCURB. SEE PLAN1:3 BATTER SLOPE GUTTER 34" PER 1'-0"3" RADIUS CORNERS12" RADIUSCOMPACTED SUB-BASE, EXIST. NATIVEOR PER SOILS REPORT3FINISHED GRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND INACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN ASSPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSSWEIGHT REQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALLCURBS.6. IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECHREPORT FOR FINAL PAVEMENT SECTION.7. IF DESIGN IS DEFINED IN CHART, IT SHOULD BECONSIDERED FOR BIDDING PURPOSES ONLY. REFERTO GEOTECH FOR FINAL PAVEMENT SECTION.CONCRETE PVMT./WALK/PADN T S (PRIVATE PROPERTY)TOOLED CONTROL JOINT, SEE DETAIL(TYP.)LIGHT BROOM FINISHPERPENDICULAR TOTRAFFIC"A" CONCRETE AS SPECIFIED"B" CLASS 5 AGGREGATEBASECOMPACTED SUBGRADETHIS OCCURS ONLY WHERE MULCH MEETSEDGE OF WALKLEAVE TOP OF MULCH DOWN 1" FROM TOP OFWALKPAVEMENT DESIGNTYPECONC. (A) AGG.(B)1. CURING:1.1. APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHINGOF CONC. SURFACE.1.2. ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDSALLIED PER ASTM C-309. AT 200 S.F. PER GAL.1.3. ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) ANDCONTAIN ACRYLIC BASED CLASS B RESTRICTED RESINSOLIDS.3"2"2WALKS5"6"CONC. PVMT.7"6"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 DESIGNTYPE WEAR (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 DUTY 1.5" 2" 8"HEAVY DUTY 2"2" 10"EXTERIOR SITE STAIR & HANDRAILN T SNOTES:1. SOIL TESTING, COMPACTION, AND BACKFILLING SHALL BE IN ACCORDANCE TO THE GEO-TECHNICALRECOMMENDATIONS OR AS SPECIFIED.2. SUBMIT RAILING SHOP DRAWINGS FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION. COORDINATEFABRICATION OF RAILING WITH OTHER RAIL OR FENCE TYPES. SHOP DRAWINGS SHALL BE COMPLIANT WITH CURRENTADA ACCESSIBILITY REQUIREMENTS.3. COORDINATE INSTALLATION OF RETAINING WALL PRIOR TO INSTALLATION OF STAIRS-SEE RETAINING WALL DETAIL.4. NO SPACE SHALL BE ALLOWED BETWEEN STAIRS AND RETAINING WALL UNLESS OTHERWISE SHOWN. CONCRETE SHALLDIRECTLY ABUT FACE OF RETAINING WALL.8"VERIFY WALK WIDTHS WITH SITE PLAN.REGARDLESS OF SITE PLAN LAYOUT,ENSURE MIN. 36" BETWEEN HANDRAILS.18" TYP.SECTION12"TYP.FINISHED GRADE12"24" TYP
12"
TYP.12"TREAD6" RISER
1%12"24"VARIES, SEE PLAN4" TYP. FROM EDGE OF CHEEKWALL TO CENTER OF RAIL.PLAN12"8"
SEE PLANS 12" TYP.24"36"FINISHED GRADECOMPACTED SUBGRADE12" WIDE EXPANSION JOINT WITH SEALANT.8"L #4 STEEL DOWEL WITH SLEEVE (TYP.)PAVEMENT,SEE PLANS#4 REBAR AT 12" O.C.BOTH WAYS (TYP.)CORE AND GROUT RAIL INTO PLACE,MIN. 6" DEPTH.6" DEPTH, CLASS 5AGGREGATE BASECOORD. W/ARCH'LAND OWNER ONRAILING SELECTIONEXISTINGSTOOP8" WIDE CONC. CHEEKWALL (TYP.)TOP OFCHEEK WALL#3 REBAR AT EACH NOSING12" DIA. RADIUS (TYP.)BROOM FINISH TREADS PERPENDICULAR TO TRAFFICPROPOSEDGRADEBOTTOM OFCHEEK WALL TOBE 6" BELOWGRADECOORD. W/ARCH'LAND OWNER ONRAILING SELECTION5TRENCH 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 LENGTH4Received 2/12/25 Planning DivisionPage 288 of 425
72ND ST W(A Public R/W)FRANCE AVE S
(A Public R/W)Sign[3] Easement for Flowage and
Drainage Per Doc No. 1022380
[3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection,
Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcBroken Up Bituminous SurfaceConcreteFoundationConcreteFoundationConcrete
Wall CellTowerChain Link Fence/Concrete PadEdge of WoodsChain Link Fence Edge ofWoodsBlock Wall Lies 0.5 Feet
W of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.WoodWallChainLinkFenceChainLinkFenceS00°11'54"E 268.50
N75°01'42"E
56.41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and Utility
Easement per Plat of OSCARROBERTS FIRST ADDITION
[2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete FoundationOld Building WallOld Building Wall9" VCP
(Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec)
12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners LlcSign(C.S.A.H. NO. 17)
Block WallConcreteWallAccessAccessBituminous Parking Lot
Concrete Median
Per Aerial Mapping
Concrete Median
Per Aerial Mapping
21
.
2
1
1515
[A] ConcreteDrivewayAccess CrossesProperty LineOld Building WallStone Wall
45' Side Setback
25' Front Setback (From Curb)
50' Front Setback (From Curb)
Temp. Construction FenceTemp. Construction FencePARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway perUnrecorded Easement Agreement Doc.
[11] North/South Roadway per
Unrecorded Easement Agreement Doc.
[11] North/South Pathway per
Unrecorded Easement Agreement Doc.
[11] North/South Roadway per
Unrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement
Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2
PARCEL 2 PARCEL 5INLET PROTECTION ATCATCH BASINS, TYPCONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS BEINGREMOVED7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. 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,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE 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 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Received 2/12/25 Planning DivisionPage 289 of 425
72ND ST W(A Public R/W)FRANCE AVE S
(A Public R/W)
[3] Easement for Flowage andDrainage Per Doc No. 1022380
[3] Easement for Flowage andDrainage Per Doc No. 1022380[4] Easement for Flowage andDrainage Per Doc No. 1022381[3] Easement for Accumulation, Collection,Storage, Detention and Ponding of Surface WaterPer Doc No. 1022380 PID: 3102824140031Address: 7205 Bristol Cir,Edina, MN 55435Owner: Stephen H BrownPID: 3102824140030Address: 7209 Bristol Cir,Edina, MN 55435Owner: Francis A FeistPID: 3102824140016Address: 7300 Gallagher Dr, Edina, MN 55435Owner: Edina 300 Ltd PartnershipPID: 3102824140015Address: 7250 France Ave S, Edina, MN 55435Owner: 7250 France Group LlcEdge of WoodsEdge ofWoodsBlock Wall Lies 0.5 Feet
W of Property Line North line of the SE 1/4 of the NE 1/4 ofSection 31, Township 28, Range 24.ChainLinkFenceS00°11'54"E 268.50
N75°01'42"E
56.41N89°48'06"E 125.01N00°11'54"W 237.22 N89°57'11"W 300.00121.79Δ=14°46'26"R=472.32[5] Public RoadEasement perDoc. No. 1032483[2] Drainage and UtilityEasement per Plat of OSCARROBERTS FIRST ADDITION
[2] Drainage and Utility Easement per Platof OSCAR ROBERTS FIRST ADDITION[6] Highway SignalEasement per Doc. No's.1524065 & 1524066[7] Highway SignalEasement per Doc. No's.1524067 & 1524068Concrete Foundation9" VCP
(Rec)8" DIP (Rec)WaterServ (Rec)8" CIP (Rec)
12" RCP (Rec)15" RCP (Rec)15" RCP (Rec)GALLAGHER DR(A Public R/W)12" RCP (Rec)PID: 3102824140001Address: 7200 France Ave S, Edina, MN 55435Owner: France Property Partners Llc(C.S.A.H. NO. 17)AccessAccessBituminous Parking Lot
Concrete Median
Per Aerial Mapping
Concrete Median
Per Aerial Mapping21.211515
[A] ConcreteDrivewayAccess CrossesProperty Line45' Side Setback
25' Front Setback (From Curb)
50' Front Setback (From Curb)
Temp. Construction Fence PARCEL 1PARCEL 3PARCEL 4[11] North/South Pathway perUnrecorded Easement Agreement Doc.
[11] North/South Roadway per
Unrecorded Easement Agreement Doc.
[11] North/South Pathway per
Unrecorded Easement Agreement Doc.
[11] North/South Roadway per
Unrecorded Easement Agreement Doc.[11] Plaza Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[11] Streetscape Area perUnrecorded Easement Agreement Doc.[13] Storm Water ManagementFacitlities perUnrecorded DeclarationPARCEL 2PARCEL 2
PARCEL 2 PARCEL 5SS-1SOUTHSTAIR110EXITPASSAGEWAY112COFFEE118FUTURETENANT A109FUTURETENANT B113BUILDINGLOBBY102ELEC107IDF106MEN105WOMEN104JANITORNPS-1NORTHPARKINGSTAIR111MECHNS-1NORTHSTAIR113ACONFROOM117BIKELOUNGE112ASTORAGE116RESTROOM& SHOWER122OFFICE123OFFICE121CATERINGPREP120STORAGE115RESTROOM& SHOWERNOPARKINGEOF=845.66- 2 5/8"6.7%90'-90'-8"ELECROOMMOVE IN89'-4"845.33'846.67'100'-0"856.00'GARAGEFIRST FLOORINLET PROTECTION ATCATCH BASINS, TYPPROVIDE SILT FENCEAROUND BASIN ONCECONSTRUCTEDPLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1OR STEEPER, TYP.(MNDOTCATEGORY 3)CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.CONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.INLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYP7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.1PH. 1 SWPPP -PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. 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,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE 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 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Received 2/12/25 Planning DivisionPage 290 of 425
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS. .. .. .. .. .. .OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24"
24"
24"MIN.
6"6"SEDIMENT FENCEN T S5Received 2/12/25 Planning DivisionPage 291 of 425
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE. .. .. .. .. .. .OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES 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 FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF TWO EXISTING COMMERCIAL OFFICE BUILDINGS INTO NEW COMMERCIAL BUILDINGS, SITE AND LANDSCAPEIMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.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 LAKE EDINA AND NINEMILE CREEK. LAKE EDINA AND NINEMILE CREEK ARE IDENTIFIED ASAN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. LAKE EDINA IS IMPAIRED FOR NUTRIENTS AND NINEMILE CREEK ISIMPAIRED FOR BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS AND FISH BIOASSESSMENTS. BECAUSE THESE WATER BODIES ARE LOCATEDWITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT 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 EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··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.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 THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.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 OVERALL SWPPP 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 SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCALGOVERNING AGENCY 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 CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS 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 OR SOD/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 MAINTENANCE RECORDS 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 SITE VEHICLE 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 ANYRECORDS AFTER 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, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT 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 THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION 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 TO CONDUCT 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 AVAILABLE FOR 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 TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION ORAS SOON 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 PER SECTION 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 OWNER IS 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 MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUSTINCLUDE A JUSTIFICATION 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 TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING 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 WITH THEOBJECTIVES 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 PERMIT IN 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 STEEP SLOPES. 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 BE INITIATED 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 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARYSTOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENTCONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSEDSOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURSAFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDARDAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOTNEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION 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 WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENTSYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT 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 9.2 EXCEPT 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 IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAINTO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELYAFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THEINLET.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 MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER 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 THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT 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 MUST RESTRICT 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 SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITEDBY 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 REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THATRETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATEDSTORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE 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. IF PERMITTEES 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 NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR 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 MANNER THAT 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 SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, 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 ENTIRE CONSTRUCTION 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 POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR,REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT 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 DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL 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 GUTTER SYSTEMS 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 HAZARDTO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME 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 SEDIMENT WHEN 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 THE PROJECT 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 IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING 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 MAY REQUIRE 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, ORUPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED 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 ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAINGAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A 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 SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDEDSOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED 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., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BEEXPOSED TO 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 DESIGNED TOMINIMIZE 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 OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITHMINN. 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 KNOCKED OVER. 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 LEAKED CHEMICALS, 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 ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT 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. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THECONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEESMUST INSTALL 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 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. 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 ALL AREAS 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 NOT REQUIRED 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 ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19AND 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 CONTROL BMPS 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 THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROLIS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST 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 FINAL STABILIZATION 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 ASEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND 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.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: 5/31/2025ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788Received 2/12/25 Planning DivisionPage 292 of 425
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: 7200 & 7250 FRANCEPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 7200 & 7250 FRANCE AVE SCITY OR TOWNSHIP: EDINASTATE: MNZIP CODE: 55435LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.87189 N, -93.32971 WMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: EDINAALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 6.5PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): COMMERCIALCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 2.8POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 3.1TOTAL NEW AREA OF IMPERVIOUS SURFACE: 0.3RECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPAIRED WATER (Y/N)27-0029-00..LAKE EDINA..LAKE..N..Y..DATES OF CONSTRUCTIONCONSTRUCTION START DATE: 06/25ESTIMATED COMPLETION DATE: 11/26GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY: CONSTRUCTION OF COMMERCIAL DEVELOPMENTDESCRIBE SOIL TYPES FOUND AT THE PROJECT: SOILS CONSIST OF CLAYEY SOILS NEAR THE SURFACE, WITH POORLY GRADED SANDS BELOWSITE LOCATION MAPSOILS INFORMATIONMAP UNITSYMBOLL55BURBAN LAND-MALARDI COMPLEX, 0TO 8 PERCENT SLOPESMAP UNIT NAMEU4AURBAN LAND-UDIPSAMMENTSCOMPLEX, 0 TO 2 PERCENT SLOPES....GENERAL SITE INFORMATION (III.A)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 (2) 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? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.LAKE EDINA - ENTIRE SITE - NUTRIENTSNINEMILE CREEK - ENTIRE SITE - BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS, FISH BIOASSESSMENTSB. 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 BEADDED TO 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 TOONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONALPONDING 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.INFILTRATION / 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 WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TOTREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS 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 MANAGEMENTSYSTEM.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 BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT 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 ACCEPTABLESOIL STABILIZATION 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 TOVEGETATED 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 TOSURFACE 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 HASTEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING 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 SITETHAT DRAIN TO SPECIAL 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 ANDGUTTER 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 WHENEXCAVATED PRIOR TO FINAL STABILIZATION 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 BUFFERIS 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 ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.N/ADEWATERING 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 THROUGH10.4 OF THE PERMIT):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 (10.5):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. 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 OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENTWILL 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 THATDRAIN FIVE OR 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-HOURPRECIPITATION EVENTS 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, AND2-YEAR 24-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 ASTORMWATER POND)? 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,WOOD PRESERVATIVE, 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.07020012-808NINEMILE CREEKRIVERNYL55BReceived 2/12/25 Planning DivisionPage 293 of 425
7200 FRANCE AVE
7200 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
PROJECT
ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER: 21419.0102/07/2025.. .06/10/2024 CITY SUBMITTALDRAWN BY:REVIEWED BY:AM, BNDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202448776David J. KnaebleLICENSE 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.02/07/25Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060. .. .. ..CITY SUBMITTALREVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS 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 TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME 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 PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).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 ONAUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMITREQUIREMENTS.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 FOR MORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THEMINNESOTA 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 NReceived 2/12/25 Planning DivisionPage 294 of 425
AA518FRANCE AVENUE S DANILA PLAZANORTH-SOUTH ST
7250 FRANCE AVEOFFICE BUILDING7200 FRANCE AVEBUILDING SETBACK52'-2"50'-0" MINBUILDING SETBACK25'-0"
VARIANCE 60'-0"6'-0"8'-0"6'-0"
13'-6"139'-8"JJA6.52CONSTRUCTION LIMITSCONSTRUCTION LIMITSDRIVE ENTRY, SEE CIVILA1A1A1B1EEB1B1B1A1LB2B1B1IJB1B1B1B1B1B1B1B1B2B1B2B2B2QQQQQQQQJJJJJJJJJA1A1APPX LIMITS OF WORKWITHIN 7200 SCOPEA1WALK (CONCRETE)CRETAINING WALLD1EF1SEAT WALLS, SEE DETAIL 5/L5.1GWASTE AND RECYCLING, SEE DETAIL 11/L5.1HBIKE RACKS, SEE DETAIL 12/L5.1IJDECORATIVE PLANTERS, SEE DETAIL 7/L5.1 FOR QUANITIES7200 / 7250 PLAN KEYNOTES:B1PLANTING BED (IRRIGATED)KSTAIR AND HANDRAILS (DK BRONZE / BLACK TO MATCHARCH, SEE DETAIL 06/L5.0 AND 13/L5.1LSIGNAGE, BY OTHERSINTEGRAL TABLE AND CHAIRSXref R:\222702\Revit\Linked Files\Civil\21419-PSITE.dwg NATIVE VEGETATION / SEED (TEMP IRRIGATE)DECORATIVE PAVING (CONCRETE) TYPE 1, SEE DETAIL 8/L5.0NSCULPTURAL / ART MONUMENTF2SEAT WALLS - WOOD TOPS, SEE DETAIL 5/L5.0 and 6/L5.1MMETAL EDGER PLANTER SYSTEMB2TURF SOD (IRRIGATED)D2DECORATIVE PAVING (PAVERS) - TYPE 2, SEE DETAIL 8/L5.0MOVABLE TABLE AND CHAIRS, SEE DETAIL 8/L5.1OD3DECORATIVE PAVING - CONCRETE SURFACE RETARDER / ETCH FINISHGUARDRAIL, MATCH ARCHITECTUREPA2WALK (ASPHALT)BUILDING MAINTENANCE EDGEQ7200DEVELOPMENTLANDSCAPE SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'L1.0LANDSCAPE SITE PLANSEE THE 7250 FRANCE AVEPROJECT FOR OVERALLDEVELOPMENT ANDCONSTRUCTION PLANSSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:06/10/2024REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM
24225JC / MGTM7200 FRANCE AVE7200-7250 France AvenueSouth, Edina, MNNo.Description DateCITY SUBMITTAL02/07/2025LANDSCAPE ARCHITECT901 N THIRD ST, SUITE 225,MINNEAPOLIS, MN 55401PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comReceived 2/12/25 Planning DivisionPage 295 of 425
NOPARKINGFrance Ave
(A Public R/W)APPX LIMITS OF WORKWITHIN 7200 SCOPESYMBOLQTYCOMMON / BOTANICAL NAMECONTCALSIZEDETAILDECIDUOUS TREES15FREEMAN MAPLE / ACER FREEMANII `SIENNA GLEN`B & B2.5"CAL4 AUTUMN BLAZE MAPLE / ACER X FREEMANII `JEFFSRED` TMB & B3"CAL6AUTUMN BLAZE MAPLE / ACER X FREEMANII `JEFFSRED` TMB & B4.5"CAL4RIVER BIRCH (MULTI TRUNK) / BETULA NIGRAB & B2.5"CAL1RIVER BIRCH (MULTI TRUNK) / BETULA NIGRAB & B3"CAL3KENTUCKY COFFEETREE / GYMNOCLADUS DIOICA `ESPRESSO`B & B3"CAL11 PRAIRIE GOLD ASPEN / POPULUS TREMULOIDES `NE ARB`B & B2.5"CAL11SUMMER SHIMMER™ QUAKING ASPEN / POPULUS TREMULOIDES 'SELECT KLAUS'B & B2.5"CAL12SWAMP WHITE OAK / QUERCUS BICOLORB & B 3.5"CAL3SWAMP WHITE OAK / QUERCUS BICOLORB & B 3"CAL1NORTHERN PINE OAK / QUERCUS ELLIPSOIDALISB & B 5.5"CAL9RED OAK / QUERCUS RUBRAB & B 5.5"CAL4 AMERICAN LINDEN / TILIA AMERICANA `SENTRY`B & B 3"CALEVERGREEN TREES13TAMARACK / LARIX LARICINAB & B 7`8`ORNAMENTAL11 AUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` B & B 2"CALSYMBOLQTYCOMMON / BOTANICAL NAMECONTDETAILSHRUBS25BOTTLEBRUSH BUCKEYE / AESCULUS PARVIFLORA5 GAL76IROQUOIS BEAUTY BLACK CHOKEBERRY / ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM5 GAL149 GROUND HUG® BLACK CHOKEBERRY / ARONIA MELANOCARPA 'UCONNAM012'2 GAL18 GRAY DOGWOOD / CORNUS RACEMOSA5 GAL21 CARDINAL RED TWIG DOGWOOD / CORNUS SERICEA `CARDINAL`5 GAL5 AMERICAN HAZELNUT / CORYLUS AMERICANA5 GAL93DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA5 GAL174LITTLE LIME HYDRANGEA / HYDRANGEA PANICULATA `JANE` TM5 GAL162 GRO-LOW FRAGRANT SUMAC / RHUS AROMATICA `GRO-LOW`5 GAL30 CUTLEAF STAGHORN SUMAC / RHUS TYPHINA 'LACINATA'5 GAL307SEM ASH LEAF SPIREA / SORBARIA SORBIFOLIA `SEM`5 GALPERENNIALS615KOREAN FEATHER REED GRASS / CALAMAGROSTIS ARUNDINACEA BRACHYTRICHA1 GAL223GOLD DEW TUFTED HAIR GRASS / DESCHAMPSIA CESPITOSA `GOLDTAU`1 GAL96RASPBERRY WINE BEE BALM / MONARDA X `RASPBERRY WINE`1 GAL570 SHENANDOAH SWITCH GRASS / PANICUM VIRGATUM `SHENANDOAH`1 GAL284 BLUE HEAVEN LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM `MINNBLUEA`1 GAL579 PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS1 GALPLANT SCHEDULE 7250 FRANCELANDSCAPE PLANTING PLAN1L1.2 20'40'10'0'SCALE:1"=20'L1.2LANDSCAPE PLANTING PLAN7200DEVELOPMENTSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:06/10/2024REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM
24225JC / MGTM7200 FRANCE AVE7200-7250 France AvenueSouth, Edina, MNNo.Description DateCITY SUBMITTAL02/07/2025LANDSCAPE ARCHITECT901 N THIRD ST, SUITE 225,MINNEAPOLIS, MN 55401PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comReceived 2/12/25 Planning DivisionPage 296 of 425
11NOTE:CONTRACTOR SHALL BE RESPONSIBLEFOR MAINTAINING TREES IN A PLUMBPOSITION THROUGHOUT THE WARRANTYPERIOD. STAKING AND GUYING ISMANDATORY FOR TREES 4" CAL ORGREATER, AND ALL BARE ROOT TREES.WRAP TREE TRUNKS ONLY UPON APPROVALBY LANDSCAPE ARCHITECT.SEE SPECIFICATION SECTION 32 93 00.3 x AMIN.30"RADIUS MIN.4"AEACH TREE SHALL BE PLANTED SUCHTHAT THE ROOT FLARE IS VISIBLE AT THETOP OF THE ROOT BALL. IF THE ROOTFLARE IS NOT VISIBLE, THE SOIL SHALL BEREMOVED IN A LEVEL MANNER FROM THEROOT BALL TO WHERE THE FIRST MAINORDER ROOT (12" DIA. OR LARGER)EMERGES FROM THE TRUNK. SET MAINORDER ROOT 1" HIGHER THAN ADJACENTGRADE. DO NOT COVER TOP OF ROOTBALL WITH SOIL.SCARIFY SIDES OF TREE PIT WITH SPADEBY HAND TO BIND WITH PREPARED SOIL.PLANTING PIT TO BE TWO TO FIVE TIMESTHE DIAMETER OF ROOT ALL, SLOPEDTAMP SOIL AROUND ROOT BALL BASEFIRMLY WITH FOOT PRESSURE SO THATROOT BALL DOES NOT SHIFT.DRAINAGE TRENCH AS REQUIRED PERPERCOLATION TEST IN SPEC. AUGER A 4"DIA. HOLE & FILL W/ 34" GRAVEL.PLACE ROOT BALL ON UNDISTURBED ORCOMPACTED SOIL.DIG PLANTING PIT 4-6" DEEPER THANROOTBALL.UNDISTURBED SUBGRADE.REMOVE BURLAP, WINE, ROPE ANDWIRE FROM TOP HALF OF ROOT BALL.COMPACT PLANTING SOIL TO85% OF MAXIMUM DRY UNITWEIGHT PER ASTM D 698.EDGE CONDITION VARIES, SEEPLAN.4" BUILT-UP EARTH SAUCERBEYOND EDGE OF ROOT BALL.3" MULCH. AS SPECIFIED.RODENT TRUNK PROTECTIONFOR DECIDUOUS TREES: 12"HARDWIRE-CLOTH MESHCYLINDER. DIMENSIONS: 8"DIAMETER (OR GREATER) X 36"HEIGHT. STAKE IN PLACE,AVOIDING ROOTS. SEE SPEC.TREE PLANTING DETAIL, TYP.01L5.01/2" = 1'-0"SEE PLAN12"MIN.PREPARE SOIL FORTHE ENTIRE BED4"3" MULCH. AS SPECIFIED.NOTE: SEE SPECIFICATION SECTIONRELATED TO EXTERIOR PLANTING.TYPICAL SOIL DEPTH FOR TURF TO BE 4"CONTAINER GROWN MATERIAL SHALLHAVE ROOTS HAND LOOSENED.MIN.4" DEEPER THAN ROOT BALL.SCARIFY SIDES AND BOTTOM OF ENTIREBED WITH SPADE BY HAND TO BIND WITHPLANTING SOIL.UNDISTURBED SUBGRADE.PLANTING DETAIL, TYP.02L5.01/2" = 1'-0"5' DIAMETER MULCH RING, TYP.12"12"12"12"12"PLANSECTION AFILTRATION BASIN SUBGRADE, SEE CIVILPLANTING SOIL MIX, SEE CIVIL FOR DEPTH,3" MULCH, AS SPECIFIED.PLUG, SEE MIX FOR SPECIESA'A1/2" SCALESTORM FEATURE PLUG LAYOUT03L5.01/2" = 1'-0"SEE
PLAN
SEE
PLAN
SEEPLANSE
E
PLA
N
PLANSECTION A'-AA'ANOTE: DO NOT PLACE MULCH INCONTACT WITH ROOT FLARE.NOTE: AMEND THE SOILS BEFOREPLANTING NATIVE PLANTSL5.0LANDSCAPE SITE DETAILSSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:06/10/2024REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM
24225JC / MGTM7200 FRANCE AVE7200-7250 France AvenueSouth, Edina, MNNo.Description DateCITY SUBMITTAL02/07/2025LANDSCAPE ARCHITECT901 N THIRD ST, SUITE 225,MINNEAPOLIS, MN 55401PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comReceived 2/12/25 Planning DivisionPage 297 of 425
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:47 AMA001
EXISTING SITE PHOTOS
2024-1149
ESG ESG
02/07/25
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
No. Description Date
7200 FRANCE AVENUE - EXISTING SITE IMAGES
7200 FRANCE AVENUE - EXISTING SITE AERIALS
Received
2/12/25
Planning DivisionPage 298 of 425
West 72nd Street France Avenue South7200 FRANCE RESIDENTIAL
BUILDING
SETBACK
7250 FRANCE OFFICE BUILDINGNEW STREETCONSTRUCTION LIMITS
LEVEL 2 COURTYARD
LEVEL 2 TERRACESGallagher Drive
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:51 AMA002
ARCHITECTURAL SITE PLAN
2024-1149
ESG RSL
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
No. Description Date
Received
2/12/25
Planning DivisionPage 299 of 425
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 4"
ROOF LEVEL
169' - 4"
LEVEL -1
88' - 8"
LEVEL -2
78' - 0"
1 9876542 103
ELEVATOR
OVERRUN
179' - 0"
CUT THROUGH BUILDING 8' - 0"73' - 6"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"10' - 8"AVG GRADE PLANE
97' - 6"71' - 10"PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:53 AMA003
SITE SECTION
2024-1149
ESG ESG
02/07/25
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
No. Description Date
1/8" = 1'-0"A003
1 SECTION VIEW
Received
2/12/25
Planning DivisionPage 300 of 425
1
A003
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
204' - 0"
20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"218' - 0"4' - 8"67' - 6"136' - 6"2' - 7 3/8"29' - 2 5/8"186' - 2"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"26' - 6"24' - 0"27' - 4"24' - 0"45,164 SF
PARKING
6.7%13.2%MUA FROM ABOVE
GARAGE EXHAUST
STOR
15' - 0"8' - 6"8' - 6"8' - 6"
8' - 6"18' - 0"8' - 6"8' - 6"8' - 6"24' - 5"
STOR
A.4
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:54 AMA100
LEVEL P2 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
3/32" = 1'-0"A100
1 LEVEL P2 - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 301 of 425
1
A003
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
204' - 0"
20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"14' - 4"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"218' - 0"208' - 8"3' - 0 3/8"29' - 2 5/8"185' - 9"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"24' - 3"45,164 SF
PARKING
88'-8"
6.7%
90'-8"
90'-8"
88'-8"
TRASH
MECH
ELEC
ROOM
MOVE IN
GARAGE EXHAUST
MUA
SHAFT
STORDOG
SPA
A.4
6.1%13.2%89'-4"845.33'
846.67'
PLAN
NORTH
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:55 AMA101
LEVEL P1 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
3/32" = 1'-0"A101
1 LEVEL P1 - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 302 of 425
UP
1
A003
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
204' - 0"
20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"14' - 4"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 0"18' - 0"18' - 0"24' - 3"21,793 SF
PARKING
412 SF
MAINTENANCE
726 SF
1 BED
1,095 SF
1 BED + DEN
919 SF
1 BED + DEN
1,190 SF
2 BED
731 SF
1 BED
731 SF
1 BED
731 SF
1 BED
4,153 SF
LOBBY/LEASING/WFH
929 SF
GAME ROOM 50' SETBACK FROM CURB100'-0"
856.00'
OPEN TO
BELOW
BUILDING PERIMETER ABOVE
M
W
POOL
ABOVE
MAKE UP AIR INTAKE
GARAGE
EXHAUST
SETBACK
30' SETBACK FROM CURB
1,127 SF
LOCKER ROOMS
647 SF
BIKE STORAGE
1,724 SF
STORAGE
15' - 0"22' - 1"A.4
2,192 SF
COMMON / CIRCULATION
1,933 SF
FITNESS
243 SF
POOL EQUIPMENT
50' - 0" SETBACK30' - 0" SETBACK30' - 0" SETBACKPROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:57 AMA102
LEVEL 1 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
3/32" = 1'-0"A102
1 LEVEL 1 - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 303 of 425
DN
1
A003
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
910 SF
1 BED + DEN
748 SF
1 BED
748 SF
1 BED
1,342 SF
2 BED
906 SF
1 BED + DEN
1,107 SF
2 BED
1,107 SF
2 BED
597 SF
ALCOVE
1,107 SF
2 BED
906 SF
1 BED + DEN
1,342 SF
2 BED
748 SF
1 BED748 SF
1 BED
910 SF
1 BED + DEN
731 SF
1 BED
1,277 SF
2 BED
1,481 SF
2 BED + DEN
597 SF
ALCOVE
597 SF
ALCOVE
597 SF
ALCOVE
597 SF
ALCOVE
5,782 SF
TERRACE
2,015 SF
AMENITY
544 SF
ALCOVE
653 SF
1 BED
653 SF
1 BED
1,354 SF
2 BED + DEN
1,481 SF
2 BED + DEN
1,277 SF
2 BED 731 SF
1 BED
4,443 SF
COMMON / CIRCULATION
204' - 0"
20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"147 SF
TERRACE
147 SF
TERRACE
147 SF
TERRACE
ELEC/ DATA
WOMENS SHOWER
ROOM
SPA POOL
PRIVATE TERRACE
PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE
PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE PRIVATE TERRACE
RAISED CONCRETE PLANTERS
LOUNGE SEATING AREA
DINING
SEATING AREA
PRIVATE DINIING
KITCHENMENS SHOWER
ROOMPRIVATE TERRACE
EXTENT OF HYDRONIC
HEATING
ARTIFICIAL TURF GAME LAWN
A.4
CONSERVATORY -LOUNGE
SEATING AREA
PANTRY
606 SF
AMENITY
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:58 AMA103
LEVEL 2 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
3/32" = 1'-0"A103
1 LEVEL 2 - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 304 of 425
1
A003
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
204' - 0"
20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"1,481 SF
2 BED + DEN 1,354 SF
2 BED + DEN 653 SF
1 BED
653 SF
1 BED
544 SF
ALCOVE
552 SF
ALCOVE
731 SF
1 BED
731 SF
1 BED
706 SF
1 BED
597 SF
ALCOVE
3,737 SF
COMMON / CIRCULATION
597 SF
ALCOVE
597 SF
ALCOVE
597 SF
ALCOVE
1,481 SF
2 BED + DEN
1,277 SF
2 BED
731 SF
1 BED 910 SF
1 BED + DEN
748 SF
1 BED
748 SF
1 BED
1,342 SF
2 BED
906 SF
1 BED + DEN
906 SF
1 BED + DEN
1,342 SF
2 BED
748 SF
1 BED
748 SF
1 BED
910 SF
1 BED + DEN
731 SF
1 BED1,277 SF
2 BED
1,107 SF
2 BED
1,107 SF
2 BED
1,107 SF
2 BED
597 SF
ALCOVE
A.4
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:59 AMA104
LEVEL 3 FLOOR PLAN
(LEVELS 4 & 5 SIMILAR)
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
3/32" = 1'-0"A104
1 LEVEL 3-5 (TYP) - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 305 of 425
1
A003
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
204' - 0"
20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"613 SF
TERRACE
2,383 SF
2 BED + DEN
653 SF
1 BED
543 SF
ALCOVE
553 SF
ALCOVE
1,497 SF
2 BED910 SF
1 BED + DEN
1,513 SF
2 BED
1,463 SF
2 BED
705 SF
1 BED
3,398 SF
COMMON / CIRCULATION
1,212 SF
2 BED
2,166 SF
2 BED + DEN
613 SF
TERRACE
1,513 SF
2 BED 910 SF
1 BED + DEN
1,497 SF
2 BED
1,861 SF
2 BED + DEN
1,107 SF
2 BED
1,107 SF
2 BED
1,107 SF
2 BED
1,861 SF
2 BED + DEN
414 SF
TERRACE
414 SF
TERRACE
473 SF
TERRACE
473 SF
TERRACE
A.4
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:26:59 AMA105
LEVEL 6 FLOOR PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
3/32" = 1'-0"A105
1 LEVEL 6 - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 306 of 425
1
A
B
C
E
F
G
J
L
M
9876542 10
H
3
K.8
H.8
D
204' - 0"
20' - 4"4' - 0"16' - 8"29' - 0"30' - 0"30' - 0"30' - 0"30' - 0"14' - 0"6' - 1"8' - 3"28' - 0"7' - 6"21' - 0"20' - 0"28' - 6"28' - 6"19' - 10"4' - 0"22' - 0"6' - 0"14' - 4"214' - 0"PERIMETER OF EXTERIOR WALL BELOW
TERRACE BELOW
PERMIMETER WALL OF RECESSED BALCONY BELOW
THIS PORTION OF ROOF OVER
BALCONY BELOW IS ELEVATED
3'-0" ABOVE TYPICAL ROOF
ELEVATOR OVERRUN
ROOF TERRACE BELOW
A.4
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:00 AMA106
ROOF PLAN
2024-1149
ESG ESG
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
3/32" = 1'-0"A106
1 ROOF LEVEL - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 307 of 425
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 4"
ROOF LEVEL
169' - 4"14' - 0"10' - 8"10' - 8"10' - 8"11' - 4"12' - 0"9' - 8"ELEVATOR
OVERRUN
179' - 0"
BRICK - FRENCH GRAY
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 1
FIBER CEMENT -
BUFF, PATTERN 1
FIBER CEMENT -
BROWN, PATTERN 3
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
FIBER CEMENT -
BLACK,
PATTERN 2
STOREFRONT GLAZING -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
WINDOW - BLACK FRAME
LOUVER - BUFF COLOR
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 1
FIBER CEMENT - BLACK,
PATTERN 2
AVG GRADE PLANE
97' - 6"71' - 10"LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 4"
ROOF LEVEL
169' - 4"
LEVEL -1
88' - 8"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"ELEVATOR
OVERRUN
179' - 0"
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
BRICK - FRENCH GRAY
FIBER CEMENT - MEDIUM GRAY, PATTERN 1
FIBER CEMENT -
BLACK, PATTERN
2
WINDOW - BLACK FRAME
STOREFRONT GLAZING -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
FIBER CEMENT -
BROWN, PATTERN 3
AVG GRADE PLANE
97' - 6"61' - 6"PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:01 AMA201
EXTERIOR ELEVATIONS
2024-1149
ESG ESG
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
1/8" = 1'-0"A201
1 NORTH ELEVATION - LUA
1/8" = 1'-0"A201
2 SOUTH ELEVATION - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 308 of 425
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 4"
ROOF LEVEL
169' - 4"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"ELEVATOR
OVERRUN
179' - 0"
BRICK - FRENCH GRAY
FIBER CEMENT -
BLACK, PATTERN 2
STOREFRONT GLAZING -
BLACK FRAME
WINDOW - BLACK FRAME
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 1
PREFABRICATED
BALCONIES - BLACK
FIBER CEMENT -
BROWN, PATTERN 3
AVG GRADE PLANE
97' - 6"71' - 10"LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 4"
ROOF LEVEL
169' - 4"
LEVEL -1
88' - 8"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"ELEVATOR
OVERRUN
179' - 0"
COURTYARD ELEVATION
BEYOND.
SEE SHEET #/4 A203
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 1
BRICK - FRENCH GRAY
WINDOW - BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
STOREFRONT GLAZING -
BLACK FRAME
FIBER CEMENT -
BLACK, PATTERN 2
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
AVG GRADE PLANE
97' - 6"59' - 10"PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:04 AMA202
EXTERIOR ELEVATIONS
2024-1149
ESG ESG
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
1/8" = 1'-0"A202
1 EAST ELEVATION - LUA
1/8" = 1'-0"A202
2 WEST ELEVATION - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 309 of 425
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 4"
ROOF LEVEL
169' - 4"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
WINDOW -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
BRICK - FRENCH GRAY
61' - 2"AVG GRADE PLANE
97' - 6"
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 4"
ROOF LEVEL
169' - 4"14' - 0"10' - 8"10' - 8"10' - 8"11' - 4"12' - 0"WINDOW -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
BRICK - FRENCH GRAY
AVG GRADE PLANE
97' - 6"
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 4"
ROOF LEVEL
169' - 4"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"ELEVATOR
OVERRUN
179' - 0"
FIBER CEMENT -
BROWN, PATTERN 3
WINDOW -
BLACK FRAME
PREFABRICATED
BALCONIES - BLACK
STOREFRONT GLAZING -
BLACK FRAME
FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
AVG GRADE PLANE
97' - 6"
LEVEL 1
100' - 0"
LEVEL 2
114' - 0"
LEVEL 3
124' - 8"
LEVEL 4
135' - 4"
LEVEL 5
146' - 0"
LEVEL 6
157' - 4"
ROOF LEVEL
169' - 4"
LEVEL -1
88' - 8"
ELEVATOR
OVERRUN
179' - 0"9' - 8"12' - 0"11' - 4"10' - 8"10' - 8"10' - 8"14' - 0"11' - 4"FIBER CEMENT -
MEDIUM GRAY,
PATTERN 2
FIBER CEMENT -
BROWN, PATTERN 3
PREFABRICATED
BALCONIES - BLACK
WINDOW -
BLACK FRAME
AVG GRADE PLANE
97' - 6"
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:06 AMA203
EXTERIOR ELEVATIONS
2024-1149
ESG ESG
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
1/8" = 1'-0"A203
1 NORTH COURTYARD ELEVATION - LUA
1/8" = 1'-0"A203
2 SOUTH COURTYARD ELEVATION - LUA
1/8" = 1'-0"A203
3 EAST COURTYARD ELEVATION - LUA
1/8" = 1'-0"A203
4 WEST ELEVATION COURTYARD - LUA
No. Description Date
Received
2/12/25
Planning DivisionPage 310 of 425
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:08 AMA400
EXTERIOR MATERIALS
2024-1149
ESG ESG
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
LOUVER : BUFF COLOR PREFABRICATED BALCONIES :
BLACK
WINDOWS : BLACK FRAME STOREFRONT GLAZING FIBER CEMENT 5 : BUFF
PATTERN 3
FIBER CEMENT 3 : BUFF
PATTERN 1
FIBER CEMENT 4 : BLACK
PATTERN 2
FIBER CEMENT 2 : MEDIUM
GRAY PATTERN 2
FIBER CEMENT 1 : MEDIUM
GRAY PATTERN 1
BRICK : FRENCH GRAY
No. Description Date
Received
2/12/25
Planning DivisionPage 311 of 425
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:08 AMA500
AERIAL VIEWS
2024-1149
ESG ESG
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
AERIAL - NE CORNER AERIAL - SE CORNER
AERIAL - SW CORNERAERIAL - NW CORNER
No. Description Date
Received
2/12/25
Planning DivisionPage 312 of 425
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:08 AMA501
EXTERIOR RENDERINGS
2024-1149
ESG ESG
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
SE CORNER - DAY VIEW SE CORNER - NIGHT VIEW
NE CORNER - DAY VIEW NE CORNER - NIGHT VIEW
No. Description Date
Received
2/12/25
Planning DivisionPage 313 of 425
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:08 AMA502
EXTERIOR RENDERINGS
2024-1149
ESG ESG
05/07/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
VIEW ALONG FRANCE AVE LOOKING SOUTH
VIEW ALONG 72ND STREET LOOKING EAST
No. Description Date
Received
2/12/25
Planning DivisionPage 314 of 425
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:08 AMA503
EXTERIOR RENDERINGS
2024-1149
ESG ESG
06/21/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
VIEW OF DANILA LOOKING WEST
VIEW ALONG 72ND STREET LOOKING EAST
No. Description Date
Received
2/12/25
Planning DivisionPage 315 of 425
PROJECT NUMBER
DRAWN BY CHECKED BY
ORIGINAL ISSUE:
REVISIONS:
KEY PLAN
2/11/2025 11:27:08 AMA504
EXTERIOR ELEVATIONS
2024-1149
ESG ESG
06/21/24
7200 France Ave
7200 France Ave
Edina, MN
LAND USE
APPLICATION
02/07/2025
VIEW LOOKING EAST
VIEW OF DANILA LOOKING EAST
No. Description Date
Received
2/12/25
Planning DivisionPage 316 of 425
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.4 0.2 0.4 0.4 0.5 0.5 0.5 0.7 0.7 0.8 0.6 0.9 0.6 0.8 0.8 0.7 0.9 0.5 0.7 0.8 0.5 0.8 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 0.8 0.7 0.3 0.9 0.8 0.7 1.1 0.7 1.3 0.4 0.4 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.4 0.4 0.3 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.1 1.5 1.4 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.7 2.6 2.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.9 2.3 3.6 3.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 1.0 2.8 4.6 3.9 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.1 2.9 5.0 4.9 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.3 3.2 5.1 4.1 1.3 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.4 3.2 4.7 4.2 1.6 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 1.5 3.3 4.6 3.9 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.6 3.3 4.8 4.3 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.7 1.6 3.6 5.5 4.5 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.7 3.7 5.7 5.4 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.9 1.8 3.7 5.5 4.4 1.7 0.9 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.9 3.5 4.6 4.1 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.1 2.0 3.2 3.9 2.9 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.1 2.0 3.0 3.5 2.2 1.6 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.2 2.1 2.9 3.2 2.1 1.2 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.1 2.9 3.0 2.8 0.5 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.1 2.8 3.0 2.6 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.2 2.0 2.7 2.9 2.4 1.0 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.1 1.9 2.6 2.9 2.6 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 1.7 2.4 2.6 2.4 1.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.9 1.6 2.1 2.4 2.2 0.5 1.0 0.6 1.1 0.8 1.1 0.6
0.6
0.5 0.4 0.6 0.4
0.6
0.5 0.4 0.6 0.4
0.6
0.5 0.4 0.6 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.3 1.8 2.1 1.8 1.2 0.6 0.5 0.7 0.7 0.7 0.6 0.8 0.7 0.6 0.8 0.6 0.8 0.7 0.6 0.8 0.6 0.7 0.7 0.6 0.7 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.1 1.5 1.6 1.5 0.9 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.9 1.2 1.3 1.2 0.7 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.8 0.9 1.0 0.9 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.6 0.7 0.7 0.6 0.4 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
East Property Line Illuminance Fc 0.10 0.2 0.0 N.A. N.A.
North Prop Line Illuminance Fc 0.34 0.5 0.0 N.A. N.A.
Site Illuminance Fc 0.41 5.7 0.0 N.A. N.A.
South Property Line Illuminance Fc 0.08 0.5 0.0 N.A. N.A.A. REFER TO SHEETS E0.2P AND E0.3P FOR FIXTURE SCHEDULES, DETAILS, AND CUTSHEETS.B. LIGTHTING LEVELS SHOWN ARE MAINTAINED. LIGHT LOSS FACTOR OF 0.90 WAS USED TO ACCOUNT FOR DIRT AND LUMEN DEPRECIATION.C. WALL MOUNTING HEIGHTS SHOWN ARE TO CENTER OF FIXTURE.GENERAL NOTES:P125'-0"P115'-0"P115'-0"P125'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"W110'-0"Signature
Typed or Printed Name
License #Date
PROJECT NUMBER
DRAWN BY CHECKED BY
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
professional engineer under the laws of the State
of MinnesotaE0.1PELECTRICAL SITE
PHOTOMETRIC PLAN
4639.0000
BWJ BWJ
06/07/24
7200 FRANCE AVE
7200 FRANCE AVE
7200 FRANCE AVE, EDINA, MN
55435
SITE
PHOTOMETRIC
SCALE:1" = 20'-0"ELECTRICAL SITE PHOTOMETRIC PLAN1No. Description Date
02/07/2025
Received
2/12/25
Planning DivisionPage 317 of 425
1,050 NOMINAL LUMENS, WET LOCATION LISTED. FINISH TO BE BLACK.3000KW112" TALL, 6" WIDE LED WALL SCONCE. DIE-CAST ALUMINUM HOUSING WITH ACRYLIC SHADE.UNIVLEDN/A25WAC LIGHTINGWS-W190114-30-BKP1EXTERIOR WALL MOUNTED LED AREA LUMINAIRE, DIE-CAST ALUMINUM HOUSING. 4" SQUARE, UNIVLEDN/A 102LITHONIA LIGHTING DSX1 LED-P3-30K-T2M-MVOLT-WBA-HSTYPE 2 MEDIUM DISTRIBUTION WITH HOUSE SIDE SHIELD.3000KLIGHT FIXTURE SCHEDULEFIXT. TYPEDESCRIPTIONVOLTAGELAMPSVA/ FIXT.MANUFACTURERCATALOG NUMBERTYPEQTY./ FIXT.Signature
Typed or Printed Name
License # Date
PROJECT NUMBER
DRAWN BY CHECKED BY
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
professional engineer under the laws of the State
of MinnesotaE0.2PELECTRICAL SITE
PHOTOMETRIC DETAIL
4639.0000
BWJ BWJ
06/07/24
7200 FRANCE AVE
7200 FRANCE AVE
7200 FRANCE AVE, EDINA, MN
55435
SITE
PHOTOMETRIC
No. Description Date
NO SCALEFIXTURES P11NO SCALEFIXTURE W1202/07/2025
Received
2/12/25
Planning DivisionPage 318 of 425
Conc. WalkW 72nd StLyman Ln6" CIP
(5) Qb(1) Br3(2) Qb2(1) Qb2(2) Qb2(1) Co2(2) Ll(2) WP(2) Ll(3) WP(4) Ll(2) Br3(2) Br3(5) BHS(3) Ll(2) Ll(3) EX(1) Co2(1) Co2(1) Co2(6) RP(1) Qb2(7) BHSPROPERTY LINESYMBOLCODEQTYCOMMON / BOTANICAL NAMECONTCALSIZEDETAILDECIDUOUS TREESBr35RIVER BIRCH (MULTI TRUNK) / BETULA NIGRAB & B2.5"CALCo22COMMON HACKBERRY / CELTIS OCCIDENTALISB & B3"CALEX3EXISTING TREE / EXISTING TREEN/AQb7SWAMP WHITE OAK / QUERCUS BICOLORB & B3.5"CALQb25SWAMP WHITE OAK / QUERCUS BICOLORB & B3"CALTs4AMERICAN LINDEN / TILIA AMERICANA `SENTRY`B & B3"CALEVERGREEN TREESLl13TAMARACK / LARIX LARICINAB & B7`8`BHS11BLACK HILLS SPRUCE / PICEA GLAUCA DENSATA15 GAL15'-16'RP6RED PINE / PINUS RESINOSAB & B10'-12'WP5WHITE PINE / PINUS STROBUSB & B10'-12'SYMBOLCODEQTYCOMMON / BOTANICAL NAMECONTDETAILSHRUBSAp220BOTTLEBRUSH BUCKEYE / AESCULUS PARVIFLORA5 GALCg16GRAY DOGWOOD / CORNUS RACEMOSA5 GALCs221CARDINAL RED TWIG DOGWOOD / CORNUS SERICEA `CARDINAL`5 GALCa25AMERICAN HAZELNUT / CORYLUS AMERICANA5 GALRl22CUTLEAF STAGHORN SUMAC / RHUS TYPHINA 'LACINATA'5 GALPERENNIALSPs68SHENANDOAH SWITCH GRASS / PANICUM VIRGATUM `SHENANDOAH`1 GALSm245BLUE HEAVEN LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM `MINNBLUEA`1 GALPLANT SCHEDULE .Conc. WalkW 72nd StLyman Ln
6" CIP
(5) Qb(1) Br3(2) Qb2(1) Qb2(2) Qb2(1) Co2(2) Ll(2) WP(2) Ll(3) WP(4) Ll(2) Br3(2) Br3(5) BHS(3) Ll(2) Ll(3) EX(1) Co2(1) Co2(1) Co2(6) RP(1) Qb2(7) BHSPROPERTY LINEWEST PLANTING PLAN UPDATE1L100 20'40'10'0'SCALE:1"=20'SignatureTyped or Printed NameLicense #DatePROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:01/24/23REVISIONS:KEY PLANI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM
22113JC / MGTM7200-72507200-7250 France AvenueSouth, Edina, MNNo.DescriptionDateBID PACK 206/02/2023LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.com01ASI 0104.28.2302BP-1 PERMITSET REVISIONS05.19.2303BP-2 FULL PERMIT06.02.23L100WEST PLANTINGPLAN UPDATEALL TREES CIRCLED IN RED HAVE BEEN REPLACED WITH DIFFERENT SPECIES ORHAVE BEEN ADDED. SEE SCHEDULE BELOW FOR PLANT COUNTSPLANTING UPDATE03/06/2025ADDITIONAL SCREENING MODIFICATIONSPage 319 of 425
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:02:14 PMT1.1PUDTITLE SHEETAuthor Checker01/10/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate7200 & 7250 FRANCE AVE | P.U.D. 7200, 7250 FRANCE AVE | EDINA, MN 55435 PROJECT LOCATIONOWNER/DEVELOPER:Orion Investments6550 York Avenue South, Suite 207Edina, MN 55435Contact: Ted Carlson, Ph. 612-812-7788Contact: Drew Stafford, Ph. 952-200-3680CONTRACTOR:A&P Construction5500 Wayzata Blvd, Suite 600Minneapolis, MN 55416Contact: Jeff KrickPh: 952-607-4658ARCHITECT:ESG Architecture & Design500 Washington Ave. South, Suite 1080Minneapolis, MN 55415Contact: Nate Enger, AIAPh: 612-339-5508CIVIL ENGINEER:Civil Site Group5000 Glenwood AvenueGolden Valley, MN 55422Contact: Dave KnaeblePh: 612-615-0060LANDSCAPE ARCHITECT:Confluence530 N Third Street, Suite 120Minneapolis, MN 55401Contact: Jake Coryell, PLA, ASLAPh: 612-333-3702STRUCTURAL ENGINEER:Meyer Borgman Johnson510 S Marquette Ave, Suite 900Minneapolis, MN 55402Contact: Marsha Swatosh, PEPh: 612-604-3616MECHANICAL ENGINEER:Emanuelson-Podas, Inc.7705 Bush Lake Rd.Edina, MN 55439Contact: John Henderson, PE, LEED AP BD+CPh: 952-930-0050ELECTRICAL ENGINEER:Emanuelson-Podas, Inc.7705 Bush Lake Rd.Edina, MN 55439Contact: Justin Artz, PE LEED APPh: 952-930-0050PARKING CONSULTANT:WALKER CONSULTANTS1660 S HIGHWAY 100 #545MINNEAPOLIS, MN 55416Ph: 952-595-9116PROJECT TEAMVICINITYSITE LOCATIONPHASE 1 PARKING:PHASE 1A (7250 SITE): 230 PERMANENT STALLSPHASE 1B (7200 SITE): 83 TEMPORARY STALLS (IF NEEDED)TOTAL PHASE 1A + 1B = 313 STALLS• 1.87 STALLS / 1000SF OFFICE ON 7250 ONLY• 2.54 STALLS/ 1000SF OFFICE INCLUDING TEMP PARKING ON 7200PER CITY OF EDINA CODE OF ORDINANCES (SEC. 20-625) -DEFINES GROSS SQUARE FOOTAGE AS: TOTAL BUILDING FLOOR AREA OF ALL CONDITIONED SPACE CALCULATED FROM OVERALL EXTERIOR WALL DIMENSIONS OF ALL BELOW AND ABOVE GRADE FLOORS.PER CITY OF EDINA CODE OF ORDINANCES -Sec. 36-1274: THE MINIMUM NUMBER OFBICYCLEPARKING SPACES REQUIRED SHALL BE FIVE PERCENT OF THE AUTOMOBILE PARKING SPACE REQUIREMENT. WHENEVER POSSIBLE, BICYCLEPARKING SPACES SHALL BE LOCATED WITHIN 50 FEET OF A PUBLIC ENTRANCE TO A PRINCIPAL BUILDINGBUILDING METRICSPROJECT OVERVIEWTHIS PROJECT’S GOAL IS TO TRANSFORM A DILAPIDATED AND HISTORICALLY PROBLEMATIC SITE INTO A THRIVING CENTER FOR BUSINESS AND COMMUNITY ACTIVITY. DEVELOPMENT OF THIS SITE HAS THE POTENTIAL TO CREATE 450-600 JOBS WHEN ASSUMING 3-4 PER 1,000 SF IN JOBSPROPOSED PRIMARY USES:•7250:•GENERAL OFFICE •SMALL RETAIL•7200:•MIXED USE 5 STORY BUILDING: •RETAIL•OFFICE•HOSPITALITY•RESIDENTIAL PROPOSED PUBLIC EASEMENTS AND AMENITIES• FRANCE AVE SETBACK BECOMES PEDESTRIAN CORRIDOR WITH LANDSCAPED PATHS, TREESCAPES, AND SEATING AREAS• STORMWATER RETENTION BASIN WITH LANDSCAPED PATHS AND OVERLOOKS ON WEST SIDE OF SITE• DANILA STREET BECOMES PEDESTRIAN-ONLY CORRIDOR CONNECTED BY ADA-COMPLIANT RAMPS AND PATHS THROUGHOUT ENTIRETY OF SITE• NORTH-SOUTH SIDEWALKS AND DRIVE-AISLE TO BE DEDICATED PUBLIC ACCESS EASEMENT THROUGH SITE; INCLUDING SIDEWALKS AROUND PERIMETER OF SITEPHASE 2 ANTICIPATED PARKING COUNTS:POTENTIALLY 464 PENDING FINAL DESIGN FOR 7200Page 320 of 425
7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .7200 & 7250 FRANCEEDINA, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0PH. 1 (A) UTILITY PLANC4.0 AISSUED FOR: CITY SUBMITTALDEVELOPER / PROPERTY OWNER:ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: DAVID KNAEBLE612-615-0060SURVEYOR:GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0PH. 1 (A) GRADING PLANC3.0 AC5.0C5.1CIVIL DETAILSPH. 1 SWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0 A PH. 1 (A) SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0 PH. 1 REMOVALS PLANC5.2 CIVIL DETAILSKnow what'sbelow.before you dig.CallRSW1.4SWPPP - ATTACHMENTSSW1.5ARCHITECT:ESG ARCHITECTURE & DESIGN500 WASHINGTON AVE S, SUITE 1080MINNEAPOLIS, MN 55415CONTACT: NATE ENGERNATE.ENGER@ESGARCH.COM612-373-4681CIVIL SITE GROUP5000 GLENWOOD AVEGOLDEN VALLEY, MN 55422CONTACT: RORY SYNSTELIEN612-615-0060BRAUN INTERTEC11001 HAMPSHIRE AVE SMINNEAPOLIS, MN 55348952-995-2000ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788FRANCE AVE S W 72ND STSITE SURVEYV1.1C1.1 PH. 2 REMOVALS PLANSWPPP - ATTACHMENTSSW1.6C2.1C3.1C4.1PH. 2 SITE PLANPH. 2 GRADING PLANPH. 2 UTILITY PLANPH. 2 SWPPP - PROPOSED CONDITIONSSITE SURVEYV1.2C2.0 B PH. 1 (B) SITE PLANPH. 1 (B) GRADING PLANC3.0 BPH. 1 (B) UTILITY PLANC4.0 BC2.2 TURNING MOVEMENTSPage 321 of 425
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REVISION SUMMARYDATEDESCRIPTIONV1.1SITE SURVEY06/30/2022 CITY SUBMITTAL. .. .. .. .. .Page 323 of 425
V1.2CCOPYRIGHT 2019 CIVIL SITE GROUP INC.TOPOGRAPHICSURVEYPage 324 of 425
Conc. WalkEdge ofWoodsEdge ofWoodsEdge ofWoodsWoodWallW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS4 Story Glass and Concrete Building7250 France Ave S, Edina, MN 55435Concrete Foundation Area: 13,947 Sq. Ft.93.15148.095.751.66
86.94150.67Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)2 Story Parking Ramp BelowAccess to 2 Story Parking Ramp Below
S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.00EXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.CONTRACTOR TO VERIFY THATAGREEMENTS ARE IN PLACE WITHNEIGHBORING OWNER TO WORK ONTHEIR PROPERTY PRIOR TOCONSTRUCTIONREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY AND CITYSTANDARDSREMOVE EX RAMP STRUCTURE,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDS.REMOVE EX BUILDING,STRUCTURES, FOUNDATIONS,FOOTINGS & BASE MATERIALS,PER LOCAL STATE & FEDERALSTANDARDS.REMOVE/DISCONNECT ALLSERVICES & UTILITIES PERUTILITY COMPANY AND/ORL.G.U. STANDARDS.REMOVE EXISTING VENTSTRUCTUREREMOVE EXISTINGSIGN AND LIGHTINGREMOVE EX BUILDING,STRUCTURES, FOUNDATIONS,FOOTINGS & BASE MATERIALS,PER LOCAL STATE & FEDERALSTANDARDS.REMOVE/DISCONNECT ALLSERVICES & UTILITIES PERUTILITY COMPANY AND/ORL.G.U. STANDARDS.REMOVE EXISTINGELEVATED WALKWAY,METAL RAILING,SUPPORT POSTS &FOOTINGS, TYP.REMOVE EXISTINGMETAL RAILING ANDCONC. RET. WALL, TYP.REMOVE EXISTINGCONCRETE BOLLARD,TYP.REMOVE EXISTINGSTORM INLETS ANDPIPE, TYP.REMOVE EXISTINGLIGHTSSALVAGE ANDRELOCATETRANSFORMER.COORD. W/ CITYPROTECT SIGNALPOLE DURINGCONSTRUCTION, TYP.EXISTING HYDRANT TOREMAIN, PROTECTDURING CONSTRUCTIONREMOVE EXISTINGENTRANCE STRUCTURE,LIGHT POLE AND SIGNAGEREMOVE EXISTINGELEVATED WALKWAY,METAL RAILING,SUPPORT POSTS &FOOTINGS, TYP.REMOVEEXISTING SIGNREMOVE ELEC.TRANSFORMER, COORD.W/ UTILITY COMPANYSALVAGE SIGNAGE,COORD. W/ CITYREMOVE EXISTING CURBAND GUTTER, TYP.REMOVE EXISTING POSTINDICATOR VALVE ANDWATER SERVICE,COORD. W/ CITYREMOVE EXISTINGENTRANCE STRUCTURE,LIGHT POLES AND SIGNAGEREMOVE EXISTINGHYDRANT, COORD.W/ CITYREMOVE EXISTINGLIGHTSREMOVE PHONE PED.,COORD. W/ UTILITYCOMPANYSALVAGE SIGNAGE,COOR. W/ CITYREMOVE EXISTINGFENCE, TYP.REMOVE EXISTINGPAVEMENT, BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE EXISTINGROCK WALL, TYP.EXISTING HYDRANT TOREMAIN, PROTECTDURING CONSTRUCTIONREMOVE EXISTINGPAVEMENT, BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE ELEC.TRANSFORMER, COORD.W/ UTILITY COMPANYREMOVE EXISTING CURBAND GUTTER, TYP.REMOVE EXISTINGSTORM PIPE, TYP.SALVAGE EXISTING STRUCTURE FORRECONSTRUCTION. CONTRACTORTO CONFIRM STRUCTURE ISACCESSIBLE / EXISTSREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVEEXISTINGFENCE ANDFOOTING, TYP.REMOVE FES AND PIPETO NEW STRUCTURELOCATIONREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE WIREAND TIMBERRAILINGSALVAGE SIGNAGE,COORD. W/ CITYREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTINGPAVEMENT, BASEMATERIALREMOVE EXISTINGTOWER, EQUIPMENT,FOOTINGS, ETC. COORD.W/ UTILITY OWNERREMOVE EXISTINGPAVEMENT STRIPINGDISCONNECTED SANITARYAND WATER SERVICES TO BECAPPED AT THE MAIN.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 543 FOR GALLAGHER.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 545 FOR 72ND.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCOMPLY WITH RAMSEYCOUNTY REQUIREMENTS FORFRANCE.DISCONNECTED SANITARYAND WATER SERVICES TO BECAPPED AT THE MAIN.AN UNKNOWN WELL MAYEXIST ON THE 7200 FRANCEPROPERTY. WELL MUST BESEALED BY A LICENSED WELLCONTRACTOR PER MN RULES,CHAPTER 4725.REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPS7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-006001" = 30'-0"30'-0"15'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0PH 1. REMOVALS PLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:CITY OF EDINA REMOVAL NOTES:1.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.2.CONTRACTOR TO PROVIDE AN EXISTING CONDITION SURVEY (EG. VIDEO ORPHOTOGRAPHS) OF ROW AROUND THE SITES PRIOR TO CONSTRUCTION.SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL NOTES:DLTREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS11.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. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,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 THEPLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THECONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TOANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN 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 THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FORCONSTRUCTION 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. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.Page 325 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.00CONTRACTOR TO VERIFY THATAGREEMENTS ARE IN PLACE WITHNEIGHBORING OWNER TO WORK ONTHEIR PROPERTY PRIOR TOCONSTRUCTIONREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY AND CITYSTANDARDSREMOVE EXISTING CURBAND GUTTER, TYP.REMOVE EXISTINGPAVEMENT, BASEMATERIAL ANDPARKING SIGNS, TYP.REMOVE TEMP.STAIRSREMOVE EXISTINGSTORM INLET AND PIPE,TYP.DISCONNECTED SANITARYAND WATER SERVICES TO BECAPPED AT THE MAIN.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 543 FOR GALLAGHER.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 545 FOR 72ND.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCOMPLY WITH RAMSEYCOUNTY REQUIREMENTS FORFRANCE.DISCONNECTED SANITARYAND WATER SERVICES TO BECAPPED AT THE MAIN.AN UNKNOWN WELL MAYEXIST ON THE 7200 FRANCEPROPERTY. WELL MUST BESEALED BY A LICENSED WELLCONTRACTOR PER MN RULES,CHAPTER 4725.REMOVALS LEGEND:REMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-006001" = 30'-0"30'-0"15'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.1PH 2. REMOVALS PLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL 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. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE ANDLOCAL REGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEARESTJOINT FOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS AREAPPROXIMATE. COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THEDURATION OF THE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ONTHE DRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING,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 THEPLAN AND PER CITY REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THECONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ADJACENT PROPERTY OWNER PRIOR TOANY WORK.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISESHOWN 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 THE CONTRACT. SECURITYMATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALLCIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TOCONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALLINCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALLPUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BEPERMITTED WITHOUT APPROVAL BY THE CITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FORCONSTRUCTION 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. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION ATNO COST TO THE OWNER.CITY OF EDINA REMOVAL NOTES:1.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.2.CONTRACTOR TO PROVIDE AN EXISTING CONDITION SURVEY (EG. VIDEO ORPHOTOGRAPHS) OF ROW AROUND THE SITES PRIOR TO CONSTRUCTION.Page 326 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCPR15.0'R15.0'R5.0'R5.0'R15.0'R15.0'CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.R5.0'9R29.0'CONSTRUCT FUTUREBUILDING WALL AT WESTAND SOUTH SIDES OF7200 FRANCE BUILDINGTO ACT AS TEMP.RETAINING WALL FORINTERIM CONDITION.COORD. W/ARCH'L ANDSTRUCT'L FOR WALLDETAILSNOPARKINGCONCRETESIDEWALK PER CITYSTANDARDS, TYP.MATCHCONCRETESIDEWALK PER CITYSTANDARDS, TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 543 FOR GALLAGHER.CONTRACTOR TO VERIFY THATAGREEMENTS ARE IN PLACEWITH NEIGHBORING OWNER TOWORK ON THEIR PROPERTYPRIOR TO CONSTRUCTION.SEE LANDSCAPE PLAN FORSCORING, TYPE, COLOR, ANDLOCATION OF PAVEMENT.EXISTING PED RAMPTO REMAIN, PROTECTFROM DAMAGECONCRETESIDEWALK PER CITYSTANDARDS, TYP.RET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.CONCRETE STAIRSAND RAILINGS,COORD. W/ARCH'L,TYP.CONCRETESIDEWALK, TYP.C.I.P. CONC. STEPS,INCLUD. RAILINGS,COORD. W/ ARCH'L, TYP.CROSSWALKSTRIPING, TYP.B612 CURB ANDGUTTER, TYP.MATCHMATCHCURB ANDGUTTER, MATCHEX., TYP.CURB ANDGUTTER, MATCHEX., TYP.MATCHCURB ANDGUTTER, MATCHEX., TYP.CONC. SIDEWALK, TYP.CONCRETESIDEWALK, TYP.CONCRETESIDEWALK, TYP.CONCRETE DRIVEWAYAPRON AND PED RAMPSPER CITY STANDARDPLATES 410 AND 415, TYP.EXTERIOR OFBUILDING WALL.COORD. W/ARCH'LFOR RAILING INFO,TYP.100-YR HWL(840.50)HD BIT.PVMT., TYPLD BIT. PVMT.,TYPBOLLARDS, TYP. 6' OC, TYPACCESSIBLE PARKING SPACE, INCL.SIGNAGE, STRIPING AND RAMPS(4) SURFACE MOUNTED "HITCHING POST" STYLEBIKE RACKS, SHOPS REQ., INSTALL PER MANUF.HVY. DUTY CONC. PVMT.10' BIT. TRAILCONC. WALK, TYP.B612 C&G, TYP.HD BIT.PVMT., TYPC.I.P. RET. WALLAND RAILINGS, SEELSCP. PLANS.,TYP.10' BIT. TRAILCONCRETE DRIVEWAYAPRON AND PEDRAMPS PER CITYSTANDARD PLATES410 AND 415, TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 545 FOR 72ND.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCOMPLY WITH RAMSEYCOUNTY REQUIREMENTS FORFRANCE.CONC. TRANSFORMER / CTCABINET PAD, COORD. W/MECHANICAL & UTILITY CO.17.6'43.5'52.3'20.6'48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6.0'24.0'10.0'28.2'39.3'10.0'25.0'3.5'8.0'18.0'27.0'10.7'9.0'R3.0'R3.0'R5.0'Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)
7250 FRANCE AVE
7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL1/13/23 GMP. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/13/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC2.0 APH. 1 (A) SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF EDINA SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"N1.SAW CUT ALL CONCRETE JOINTS ON PUBLIC SIDEWALKS.2.CONTRACTOR SHALL PROVIDE CONSTRUCTION STAGING, TRAFFIC CONTROL, AND PEDESTRIANACCESS PLANS TO THE CITY AS NECESSARY.Know what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.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. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE 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 PRIORTO 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 STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED INSIDE PARKINGGARAGE AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).Page 327 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCPR15.0'R15.0'R5.0'R5.0'R15.0'R15.0'8111111119TEMP. PARKING83 STALLSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS2224.5'18.0'18.0'9.0'29.1'18.0'18.0'24.0'18.0'TEMP. BIT.PAVEMENT1.5" WEAR, 1.5"BASE, 6" CLASS VBASEPVMT.MARKINGS, TYPMATCH PAVEMENTAT SAWCUT L IMITSCONSTRUCT FUTUREBUILDING WALL AT WESTAND SOUTH SIDES OF7200 FRANCE BUILDINGTO ACT AS TEMP.RETAINING WALL FORINTERIM PARKING LOT.COORD. W/ARCH'L ANDSTRUCT'L FOR WALLDETAILSINFILTRATION BASIN #122.8'29.6'TEMP. STAIR.COORD. W/ARCH'LAND STRUCT'L24.0'SIDEWALKEASEMENT, TYP.R5.0'9R29.0'NOPARKINGCONCRETESIDEWALK PER CITYSTANDARDS, TYP.MATCHCONCRETESIDEWALK PER CITYSTANDARDS, TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 543 FOR GALLAGHER.CONTRACTOR TO VERIFY THATAGREEMENTS ARE IN PLACEWITH NEIGHBORING OWNER TOWORK ON THEIR PROPERTYPRIOR TO CONSTRUCTION.SEE LANDSCAPE PLAN FORSCORING, TYPE, COLOR, ANDLOCATION OF PAVEMENT.EXISTING PED RAMPTO REMAIN, PROTECTFROM DAMAGECONCRETESIDEWALK PER CITYSTANDARDS, TYP.RET. WALL ANDRAILINGS, SEELSCP. PLANS.,TYP.CONCRETE STAIRSAND RAILINGS,COORD. W/ARCH'L,TYP.CONCRETESIDEWALK, TYP.C.I.P. CONC. STEPS,INCLUD. RAILINGS,COORD. W/ ARCH'L, TYP.CROSSWALKSTRIPING, TYP.B612 CURB ANDGUTTER, TYP.MATCHMATCHCURB ANDGUTTER, MATCHEX., TYP.CURB ANDGUTTER, MATCHEX., TYP.MATCHCURB ANDGUTTER, MATCHEX., TYP.CONC. SIDEWALK, TYP.CONCRETESIDEWALK, TYP.CONCRETESIDEWALK, TYP.CONCRETE DRIVEWAYAPRON AND PED RAMPSPER CITY STANDARDPLATES 410 AND 415, TYP.EXTERIOR OFBUILDING WALL.COORD. W/ARCH'LFOR RAILING INFO,TYP.100-YR HWL(840.50)HD BIT.PVMT., TYPLD BIT. PVMT.,TYPBOLLARDS, TYP. 6' OC, TYPACCESSIBLE PARKING SPACE, INCL.SIGNAGE, STRIPING AND RAMPS(4) SURFACE MOUNTED "HITCHING POST" STYLEBIKE RACKS, SHOPS REQ., INSTALL PER MANUF.HVY. DUTY CONC. PVMT.10' BIT. TRAILCONC. WALK, TYP.B612 C&G, TYP.HD BIT.PVMT., TYPC.I.P. RET. WALLAND RAILINGS, SEELSCP. PLANS.,TYP.10' BIT. TRAILCONCRETE DRIVEWAYAPRON AND PEDRAMPS PER CITYSTANDARD PLATES410 AND 415, TYP.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCONFORM TO CITY DETAIL 540AND 545 FOR 72ND.REMOVE AND REPLACEEXISTING PAVEMENT ANDBASE MATERIAL TO MATCHEXISTING PAVEMENT SECTIONFOR UTILITY CONSTRUCTION.ROAD PATCHING SHALLCOMPLY WITH RAMSEYCOUNTY REQUIREMENTS FORFRANCE.CONC. TRANSFORMER / CTCABINET PAD, COORD. W/MECHANICAL & UTILITY CO.17.6'43.5'52.3'20.6'48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6.0'24.0'10.0'28.2'39.3'10.0'25.0'3.5'8.0'18.0'27.0'10.7'9.0'R3.0'R3.0'R5.0'Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)
7250 FRANCE AVE
7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL1/13/23 GMP. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/13/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC2.0 BPH. 1 (B) SITE PLAN. .. .. .. .. .. .SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSSIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.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. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE 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 PRIORTO 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 STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED INSIDE PARKINGGARAGE AND REMOVED BY COMMERCIAL CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).CITY OF EDINA SITE SPECIFIC NOTES:1.SAW CUT ALL CONCRETE JOINTS ON PUBLIC SIDEWALKS.2.CONTRACTOR SHALL PROVIDE CONSTRUCTION STAGING, TRAFFIC CONTROL, AND PEDESTRIANACCESS PLANS TO THE CITY AS NECESSARY.SITE AREA TABLE:Page 328 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP1220.0'6.0'22.0'R1
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'R15.0'R5.0'R20.0'R8.0'CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS7200 FRANCE BUILDING AND SITEWORK SHOWN FOR REFERENCEONLY. FINAL SITE DESIGN WILLBE COMPLETED AT A FUTUREDATE.INFILTRATION BASIN #1LD BIT.PVMT., TYPSIDEWALKEASEMENT, TYP.43.4'DROP OFF AREADROP OFF AREA12.0'6.7'24.0'R20.0'R20.0'R8.0'R8.0'
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'14.0'9.0'19.0'14.1'5.7'2.0'BOLLARDS, TYP. 6' OC,SEE DETAILS, TYPRIBBON CURB, TYP.SURMOUNTABLE C&G, TYP.HVY. DUTY CONC. PVMT.5' CONC. WALK, TYP.B612 C&G, TYP.ACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPSC.I.P. CONC. STEPS,INCLUD. RAILINGS,COORD. W/ ARCH'L, TYP.PVMT. STRIPING - DROP OFFAREA. COORD. W/LDSP. PLANSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)
7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC2.1PH. 2 SITE PLAN. .. .. .. .. .. .SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGSCITY OF EDINA SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY. SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 30'-0"30'-0"15'-0"N1.RESERVED FOR CITY SPECIFIC NOTES.Know what'sbelow.before you dig.CallRPROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &WEAR COURSE DEPTH, SEE DETAIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.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. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNINGCONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES,EASEMENTS, SETBACKS, UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINALLOCATIONS OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OFCONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE CORRECTED AT NO ADDITIONAL COST TOOWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIORTO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING ARIGHT-OF-WAY AND STREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TOINSTALLATION OF SITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS & ELEVATIONS OF THE BUILDINGAND STAKE FOR REVIEW AND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OFFOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS AREAPPROXIMATE AND SHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETEFOUNDATION. LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THEDRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BYTHE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENTMATERIALS SUCH AS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THERIGHT TO REJECT INSTALLED MATERIALS NOT PREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCEWITH A.D.A. REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TOTHE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BEWHITE 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 PRIORTO 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 STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENTSECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THEDRIP LINE. SEE LANDSCAPE DOCUMENTS.CONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, WITHIN ROW SEE CITY DETAIL, WITHINPRIVATE PROPERTY SEE CSG DETAILOPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, REMOVAL CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED IN PARKING GARAGEAND REMOVED BY COMMERCIAL CO. WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).PHASE II CONSTRUCTION LIMITSSITE AREA TABLE:Page 329 of 425
Conc. WalkW 72nd St(A Public R/W)24" RCP24" RCP18" RCPDROP OFF AREADROP OFF AREAFIRE TRUCKTURNING MOVEMENTNOPARKINGGallagher Drive(A Public R/W)Conc. WalkW 72nd St(A Public R/W)24" RCP18" RCPDROP OFF AREADROP OFF AREADELIVERY TURNINGMOVEMENTDELIVERY TURNINGMOVEMENTNOPARKINGGallagher Drive(A Public R/W)AMBULANCE TURNINGMOVEMENTNOPARKINGGallagher Drive(A Public R/W)7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC2.2TURNING MOVEMENTS. .. .. .. .. .. .FIRE TRUCK TURNING MOVEMENT01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallR7250 FRANCE - DELIVERY7200 FRANCE - DELIVERY7250 FRANCE - AMBULANCEPage 330 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.007200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC3.0 APH. 1 (A)GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF EDINA GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING 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) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED 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, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING 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 WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS 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 THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS 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.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.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.GROUNDWATER INFORMATION:PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 04-09-14GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 817.3 TO 818.8.Page 331 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.007200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
ORION INVESTMENTS
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC3.0 BPH. 1 (B)GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSCITY OF EDINA GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING 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) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED 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, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING 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 WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS 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 THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS 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.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.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.GROUNDWATER INFORMATION:PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 04-09-14GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 817.3 TO 818.8.Page 332 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDROP OFF AREADROP OFF AREANOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.007200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC3.1PH. 2 GRADING PLAN. .. .. .. .. .. .GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO CONSTRUCTION BY CROSS CHECKING WITHARCHITECTURAL, STRUCTURAL AND CIVIL ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TOEXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS COORDINATION SHALL BE CONFIRMED INWRITING 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) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED 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, SOILCORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALLSOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING 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 WILLREQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”. CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTIONIF APPLICABLE6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE, UNLESSOTHERWISE NOTED.6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES IN MAINTAINEDAREAS IS 4:17.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHT SHALL BEDESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW ANDAPPROVAL PRIOR TO CONSTRUCTION.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OF CONSTRUCTION TOESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED GRADESACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDING ACTIVITIES.9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITETO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THECONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED INEMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS,WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO AMINIMUM DEPTH OF 6 INCHES.11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDINGADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS ORSLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVEBEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALLAREAS 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 THEREQUIREMENTS OF THE NEW WORK.12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILSENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADESOILS 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.13. TOLERANCES13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW,THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION,UNLESS DIRECTED OTHERWISE BY THE ENGINEER.13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.14.MAINTENANCE14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OF TRASH ANDDEBRIS.14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIED TOLERANCES.DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO BEESTABLISHED SHALL BE RESEEDED AND MULCHED.14.3.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.GROUNDWATER INFORMATION:CITY OF EDINA GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.6EROSION CONTROL NOTES:PER GEOTECHNICAL REPORT BY NORTHERN TECHNOLOGIES, INC., DATED 04-09-14GROUNDWATER WAS OBSERVED AT ELEVATIONS RANGING FROM 817.3 TO 818.8.PHASE II CONSTRUCTION LIMITSPage 333 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.NOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.008" PVC SAN. SEWER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.IE @ STUB=843.40MAKE CORE DRILL CONNECTION TOEX. SANMH. PER CITY STANDARDS.COORD. W/ CITY AS NEEDEDRIM=858.70EX IE (W)=842.70 (FIELD VERIFY)PROP IE (N)=842.7035 LF 8" SCH40PVC SAN. SERV.@ 2.00%8" COMBINED WATER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.,COORD. W/MECH'L.CONNECT TO EXISTINGWATER STUB. VERIFYSIZE IS 8". INSTALL GVAND VALVE BOX.MAKE 8" WET TAPCONNECTION W/ VALVE TOEXISTING CITY WATER MAINHYDRANT AND GVPER CITYSTANDARDS8" COMBINED WATER SERVICE. CONSTRUCTPER CITY OF EDINA SPECIFICATIONS, DETAILSAND STANDARDS. STUB TO 5' FROM BUILDING.,COORD. W/MECH'L.CB 35RIM=840.78IE=837.7822 LF 12" SCH40PVC STORM @0.50%8" DIP WATER MAINFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L.8" DIP WATER MAIN8" DIPWATER MAINCAP 8" DIP WATERMAIN. CITY TOCONNECT TO THISIN THE FUTURE.CBMH 2RIM=847.68IE (SE/W)=841.89IE(E)=843.18SUMP=837.89INSTALL SAFLBAFFLE AND HOODCBMH 32RIM=845.16IE (W/S)=834.66IE (NE)=840.56SUMP=830.66INSTALL SAFLBAFFLE AND HOODCB 1212" NYLOPLAST DRAINRIM=853.83IE=850.83CB 1112" NYLOPLAST DRAINRIM=852.93IE=849.93CB 1312" NYLOPLAST DRAINRIM=855.89IE=851.89AD 61RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGCBMH 4RIM=852.68IE (N/S)=848.92IE (W)=848.68CB 512" NYLOPLAST DRAINRIM=852.40IE=849.25CB 612" NYLOPLAST DRAINRIM=852.82IE=849.72CB 712" NYLOPLAST DRAINRIM=852.96IE=849.96CBMH 3RIM=855.30IE=847.62AD 62RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 63RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 64RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDING75 LF 18" HDPESTORM @ 11.72%73 LF 18" HDPESTORM @ 2.14%170 LF 15" SCH40 PVCSTORM @ 2.61%106 LF 15" SCH40 PVCSTORM @ 1.00%66 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 2.06%52 LF 12" HDPESTORM @ 1.73%117 LF 12" HDPESTORM @ 0.91%95 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 0.50%RECONSTRUCT CBAND REPLACEWITH R-3067CASTING.CONTRACTOR TOVERIFY CB EXISTSFES 41IE=834.97INSTALL CLASSIII RIP RAPPUMP STATION 1RE=843.50IE (NW-OUTLET)=UNKNOWN(FIELD VERIFY)IE (SE)=832.43PUMP TO TURN ON ATELEVATION 833.10.CONNECT TO EXISTINGSTORM PIPES.MAX PUMP FLOW AT 0.50 CFS.COORD. W/CONTRACTOR FORFINAL PUMP SYSTEM DESIGNMH 34RIM=848.07IE(NE/NW)=837.67IE(E)=843.6080 LF 12" SCH 40 PVCSTORM @ 3.76%MH 33RIM=847.77IE=842.27MH 22RIM=853.60IE=849.60MH 21RIM=848.30IE(SE/NW)=842.93IE(S/E)=844.3052 LF 18" SCH40 PVCSTORM @ 2.00%135 LF 18" HDPESTORM @ 3.93%52 LF 12" SCH40 PVCSTORM @ 3.29%BLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=843..88BLDG IE=843.98COORD. W/ MECH'LBLDG ROOF DRAINAND SUMP PUMPCONNECTION.STUB IE=842.33BLDG IE=842.43COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=844.58BLDG IE=844.68COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=849.88BLDG IE=849.98COORD. W/ MECH'LFES 51IE=831.6055 LF 12" HDPESTORM @ 1.50%FES 1IE=833.10INSTALL CLASSIII RIP RAPFES 31IE=833.10INSTALL CLASSIII RIP RAPTRENCH DRAIN 21A22 LFRIM=847.91BOT=845.91IE=843.4124 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%3 LF 12" SCH40 PVCSTORM @ 2.00%7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC4.0 APH. 1 (A) UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.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 TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.CITY OF EDINA UTILITY NOTES:1.CONTRACTOR MUST APPLY FOR A SEWER AND WATER CONNECTION PERMIT WITH THECITY OF EDINA PUBLIC WORKS PRIOR TO CONSTRUCTION.2.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.Page 334 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.NOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.008" PVC SAN. SEWER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.IE @ STUB=843.40MAKE CORE DRILL CONNECTION TOEX. SANMH. PER CITY STANDARDS.COORD. W/ CITY AS NEEDEDRIM=858.70EX IE (W)=842.70 (FIELD VERIFY)PROP IE (N)=842.7035 LF 8" SCH40PVC SAN. SERV.@ 2.00%8" COMBINED WATER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.,COORD. W/MECH'L.CONNECT TO EXISTINGWATER STUB. VERIFYSIZE IS 8". INSTALL GVAND VALVE BOX.MAKE 8" WET TAPCONNECTION W/ VALVE TOEXISTING CITY WATER MAINHYDRANT AND GVPER CITYSTANDARDS8" COMBINED WATER SERVICE. CONSTRUCTPER CITY OF EDINA SPECIFICATIONS, DETAILSAND STANDARDS. STUB TO 5' FROM BUILDING.,COORD. W/MECH'L.CB 35RIM=840.78IE=837.7822 LF 12" SCH40PVC STORM @0.50%8" DIP WATER MAINFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L.8" DIP WATER MAIN8" DIPWATER MAINCAP 8" DIP WATERMAIN. CITY TOCONNECT TO THISIN THE FUTURE.CBMH 2RIM=847.68IE (SE/W)=841.89IE(E)=843.18SUMP=837.89INSTALL SAFLBAFFLE AND HOODCBMH 32RIM=845.16IE (W/S)=834.66IE (NE)=840.56SUMP=830.66INSTALL SAFLBAFFLE AND HOODCB 1212" NYLOPLAST DRAINRIM=853.83IE=850.83CB 1112" NYLOPLAST DRAINRIM=852.93IE=849.93CB 1312" NYLOPLAST DRAINRIM=855.89IE=851.89AD 61RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGCBMH 4RIM=852.68IE (N/S)=848.92IE (W)=848.68CB 512" NYLOPLAST DRAINRIM=852.40IE=849.25CB 612" NYLOPLAST DRAINRIM=852.82IE=849.72CB 712" NYLOPLAST DRAINRIM=852.96IE=849.96CBMH 3RIM=855.30IE=847.62AD 62RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 63RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 64RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDING75 LF 18" HDPESTORM @ 11.72%73 LF 18" HDPESTORM @ 2.14%170 LF 15" SCH40 PVCSTORM @ 2.61%106 LF 15" SCH40 PVCSTORM @ 1.00%66 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 2.06%52 LF 12" HDPESTORM @ 1.73%117 LF 12" HDPESTORM @ 0.91%95 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 0.50%RECONSTRUCT CBAND REPLACEWITH R-3067CASTING.CONTRACTOR TOVERIFY CB EXISTSFES 41IE=834.97INSTALL CLASSIII RIP RAPPUMP STATION 1RE=843.50IE (NW-OUTLET)=UNKNOWN(FIELD VERIFY)IE (SE)=832.43PUMP TO TURN ON ATELEVATION 833.10.CONNECT TO EXISTINGSTORM PIPES.MAX PUMP FLOW AT 0.50 CFS.COORD. W/CONTRACTOR FORFINAL PUMP SYSTEM DESIGNMH 34RIM=848.07IE(NE/NW)=837.67IE(E)=843.6080 LF 12" SCH 40 PVCSTORM @ 3.76%MH 33RIM=847.77IE=842.27MH 22RIM=853.60IE=849.60MH 21RIM=848.30IE(SE/NW)=842.93IE(S/E)=844.3052 LF 18" SCH40 PVCSTORM @ 2.00%135 LF 18" HDPESTORM @ 3.93%52 LF 12" SCH40 PVCSTORM @ 3.29%BLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=843..88BLDG IE=843.98COORD. W/ MECH'LBLDG ROOF DRAINAND SUMP PUMPCONNECTION.STUB IE=842.33BLDG IE=842.43COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=844.58BLDG IE=844.68COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=849.88BLDG IE=849.98COORD. W/ MECH'LFES 51IE=831.6055 LF 12" HDPESTORM @ 1.50%FES 1IE=833.10INSTALL CLASSIII RIP RAPFES 31IE=833.10INSTALL CLASSIII RIP RAPTRENCH DRAIN 21A22 LFRIM=847.91BOT=845.91IE=843.4124 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%3 LF 12" SCH40 PVCSTORM @ 2.00%7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC4.0 BPH. 1 (B) UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.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 TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.CITY OF EDINA UTILITY NOTES:1.CONTRACTOR MUST APPLY FOR A SEWER AND WATER CONNECTION PERMIT WITH THECITY OF EDINA PUBLIC WORKS PRIOR TO CONSTRUCTION.2.DISCONNECTED SANITARY AND WATER SERVICES TO BE CAPPED AT MAIN.Page 335 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDROP OFF AREADROP OFF AREANOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.008" PVC SAN. SEWER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.IE @ STUB=843.40MAKE CORE DRILL CONNECTION TOEX. SANMH. PER CITY STANDARDS.COORD. W/ CITY AS NEEDEDRIM=858.70EX IE (W)=842.70 (FIELD VERIFY)PROP IE (N)=842.7035 LF 8" SCH40PVC SAN. SERV.@ 2.00%STUB SANITARY TO 5'FROM BUILDINGIE @ STUB=850.26COORD. W/MECH'LMAKE CORE DRILL AND SADDLE-TEECONNECTION TO EX. 24" RCPSANITARY PER CITY OF EDINASTANDARDS AND SPECIFICATIONS.COORD. W/ CITY AS NEEDEDEX IE (E/W)=848.65 (FIELD VERIFY)PROP IE (S)=849.3247 LF 8" SCH40 PVCSAN. SERV. @ 2.00%8" COMBINED WATER SERVICE.CONSTRUCT PER CITY OFEDINA SPECIFICATIONS,DETAILS AND STANDARDS.STUB TO 5' FROM BLDG.,COORD. W/MECH'L.CONNECT TO EXISTINGWATER STUB. VERIFYSIZE IS 8". INSTALL GVAND VALVE BOX.MAKE 8" WET TAPCONNECTION W/ VALVE TOEXISTING CITY WATER MAINHYDRANT AND GVPER CITYSTANDARDS8" COMBINED WATER SERVICE. CONSTRUCTPER CITY OF EDINA SPECIFICATIONS, DETAILSAND STANDARDS. STUB TO 5' FROM BUILDING.,COORD. W/MECH'L.8" DIP WATER MAINFIRE DEPARTMENTCONNECTION,COORD. W/MECH'L.FIRE DEPARTMENTCONNECTION,COORD. W/MECH'L.8" DIP WATER MAIN8" DIPWATER MAINCAP 8" DIP WATERMAIN. CITY TOCONNECT TO THISIN THE FUTURE.CBMH 2RIM=847.68IE (SE/W)=841.89IE(E)=843.18SUMP=837.89INSTALL SAFLBAFFLE AND HOODCBMH 32RIM=845.16IE (W/S)=834.66IE (NE)=840.56SUMP=830.66INSTALL SAFLBAFFLE AND HOODCB 1212" NYLOPLAST DRAINRIM=853.83IE=850.83CB 1112" NYLOPLAST DRAINRIM=852.93IE=849.93CB 1312" NYLOPLAST DRAINRIM=855.89IE=851.89AD 61RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGCBMH 4RIM=852.68IE (N/S)=848.92IE (W)=848.68CB 512" NYLOPLAST DRAINRIM=852.40IE=849.25CB 612" NYLOPLAST DRAINRIM=852.82IE=849.72CB 712" NYLOPLAST DRAINRIM=852.96IE=849.96CBMH 3RIM=855.30IE=847.62AD 62RIM=858.73SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 63RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDINGAD 64RIM=858.23SEE ARCH'L ANDMECH'L PLAN FORLOW POINTS OVERBUILDING75 LF 18" HDPESTORM @ 11.72%73 LF 18" HDPESTORM @ 2.14%170 LF 15" SCH40 PVCSTORM @ 2.61%106 LF 15" SCH40 PVCSTORM @ 1.00%66 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 2.06%52 LF 12" HDPESTORM @ 1.73%117 LF 12" HDPESTORM @ 0.91%95 LF 12" HDPESTORM @ 0.50%49 LF 12" HDPESTORM @ 0.50%RECONSTRUCT CBAND REPLACEWITH R-3067CASTING.CONTRACTOR TOVERIFY CB EXISTSFES 41IE=834.97INSTALL CLASSIII RIP RAPPUMP STATION 1RE=843.50IE (NW-OUTLET)=UNKNOWN(FIELD VERIFY)IE (SE)=832.43PUMP TO TURN ON ATELEVATION 833.10.CONNECT TO EXISTINGSTORM PIPES.MAX PUMP FLOW AT 0.50 CFS.COORD. W/CONTRACTOR FORFINAL PUMP SYSTEM DESIGNMH 34RIM=848.07IE(NE/NW)=837.67IE(E)=843.6080 LF 12" SCH 40 PVCSTORM @ 3.76%MH 33RIM=847.77IE=842.27MH 22RIM=853.60IE=849.60MH 21RIM=848.30IE(SE/NW)=842.93IE(S/E)=844.3052 LF 18" SCH40 PVCSTORM @ 2.00%135 LF 18" HDPESTORM @ 3.93%52 LF 12" SCH40 PVCSTORM @ 3.29%BLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=843..88BLDG IE=843.98COORD. W/ MECH'LBLDG ROOF DRAINAND SUMP PUMPCONNECTION.STUB IE=842.33BLDG IE=842.43COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=844.58BLDG IE=844.68COORD. W/ MECH'LBLDG ROOF DRAIN ANDSUMP PUMP CONNECTION.STUB IE=849.88BLDG IE=849.98COORD. W/ MECH'LFES 51IE=831.6055 LF 12" HDPESTORM @ 1.50%FES 1IE=833.10INSTALL CLASSIII RIP RAPFES 31IE=833.10INSTALL CLASSIII RIP RAPTRENCH DRAIN 21A22 LFRIM=847.91BOT=845.91IE=843.4124 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%14 LF 12" SCH40 PVCSTORM @ 2.00%3 LF 12" SCH40 PVCSTORM @ 2.00%7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC4.1PH. 2 UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FORUTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE PROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA C110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM F794, 1866)UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THEFINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE REQUIRED TOMAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESSOTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE CITY PRIOR TOCONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT CONNECTIONS SHALLBE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TOSIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROADCLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE REQUIREMENTS OF ALLOWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFICLOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF IRRIGATIONSLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPONCOMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT RUBBER JOINTSMUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED INACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.27.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 TILE PER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.CITY OF EDINA UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.UTILITY LEGEND:PHASE II CONSTRUCTION LIMITSPage 336 of 425
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7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS. .. .. .. .. .. .
7"20"FINISHED GRADESLOPE GUTTER 3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONSCONTINUOUS SLOPE CONCRETE CURBAND GUTTERPAVEMENT MATERIALSSEE DETAIL6"6"RIBBON CURBN T S6FINISHED GRADETOOLED CONTROL JOINTSEE DETAIL (TYP.)LIGHT BROOM FINISH PERPENDICULAR TOTRAFFIC WITH 3" WIDE SMOOTHTROWELLED EDGE5" CONCRETE AS SPECIFIED6" CLASS 5 AGGREGATE BASECOMPACTED SUBGRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITEA.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHTREQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS.CONCRETE WALK/PAD3"2"THIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OFMULCH DOWN 1"FROM TOP OF WALKN T S (PRIVATE PROPERTY)1EXTEND POST PAST TOP OF POST10 DEGREE SLOPE1 INCH SILICONE RUBBEROR ASPHALTIC CAULKINGCOMPOUNDFILL ANNULAR SPACE TO 1 INCHFROM TOP WITH SILICA SANDCONCRETE FOOTING AS SPECIFIED6"3'-6"2'-6"
60"-66"FROM PAVEMENT TOBOTTOM OF SIGN
1/2"MATERIAL VARIES-SEE PLANMETAL SIGN ACCORDINGTO MN STATE CODENOTE:1. SIGN SHALL BE AS SPECIFIED.2. VERIFY POST PAINT C0LOR WITH LANDSCAPEARCHITECT PRIOR TO INSTALLATION.ACCESSIBLE SIGN AND POSTN T S1'-6"6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1COAT OF APPROPRIATE PRIMER AND TWO COATSSIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT.COVER WITH YELLOW "IDEAL SHIELD" PLASTICCOVER.GREEN POWDER COATED STEEL SQUAREPOST AS SPECIFIED1/4" METAL PLATE WELDED TOBOTTOM OF 6” PIPEGALVANIZED STEEL FASTENER(TYP. OF 2)2512"2'-0"1'-0"CONCRETEVALLEYGUTTERMIN. 6" AGGREGATE BASECOURSE TO BEPLACED BY PAVINGCONTRACTOR111'-0" TYP.VALLEY GUTTERN T S7"7HEAVY DUTY BITUMINOUS PAVEMENT8" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)2" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T S4NOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.LIGHT DUTY BITUMINOUS PAVEMENT6" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.5CATCH BASIN/MANHOLE/RISERREMARKSCASTING SCHEDULENOTE:1.CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT.2.CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER", "SANITARY SEWER")CASTING SCHEDULEN T SGRATE TYPE(NEENAH)STORM CURB INLETR-3067-C (V GRATE)2, 22, 31-39STORM AREA DRAIN INLETR-25013, 4, 31STORM MANHOLER-164223, 24, 41, 423D24"3H:1L MAX.BIO-INFILTRATION BASIN (RAIN GARDEN - TYP.)N T STYPICAL SECTION VIEW1.INSTALL SILT FENCE AND/OR 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 ANY UP GRADIENTLAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINALGRADE OF BIORETENTION DEVICE.5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINSLEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROMCLOGGING.6.PERFORM ALL OTHER SITE IMPROVEMENTS.7.PLANT ALL AREAS AFTER DISTURBANCE.8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE.11.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.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVINGEQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED,UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCINGRIBBON CURB OR CURB CUT, SEESITE AND GRADING PLANSGRASS PRE-TREATMENT STRIP ORPRE-TREATMENT STRUCTURE, SEEUTILITY AND LANDSCAPE PLANSUNDISTURBED, UNCOMPACTED INSITU SOILNET LESS EROSION BLANKET IN BOTTOM OFBASIN. SLIT BLANKET TO ALLOW PLANTMATERIAL SURFACE IF PLUG PLANTING IS TOBE USED, SEE GRADING AND LANDSCAPEPLANSMIN.PLANTING MEDIUM DEPTH 24"WITH A WELL BLENDED MIXTURE (BY VOLUME):80% HOMOGENOUS CONSTRUCTION SAND20% ORGANIC COMPOSTSEE GRADING PLAN FOR DEPTHPLANT MATERIAL, SEE LANDSCAPE PLANSIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANSMUST OVER EXCAVATE DOWNTO ENCOUNTER CLEAN SANDS(APPROX. ELEV.=823.00)8Page 338 of 425
7200 & 7250 FRANCE
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6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS. .. .. .. .. .. .Page 339 of 425
Conc. WalkEdge ofWoodsEdge ofWoodsEdge ofWoodsWoodWallW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS4 Story Glass and Concrete Building7250 France Ave S, Edina, MN 55435Concrete Foundation Area: 13,947 Sq. Ft.93.15148.095.751.66
86.94150.67Gallagher DriveFrance Ave(A Public R/W)(A Public R/W)2 Story Parking Ramp BelowAccess to 2 Story Parking Ramp Below
S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.00CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATCATCH BASINS BEINGREMOVEDINLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. 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,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE 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 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Page 340 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSNOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.00CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.INLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCECONSTRUCTIONENTRANCEPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.PROVIDE SILT FENCEAROUND BASIN ONCECONSTRUCTEDPLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)PLACE EROSIONCONTROL BLANKETON ALL SLOPES 4:1 ORSTEEPER, TYP.(MNDOT CATEGORY 3)INLET PROTECTION ATCATCH BASINS, TYP7200 & 7250 FRANCE
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6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.1PH. 1 SWPPP -PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. 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,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE 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 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Page 341 of 425
Conc. WalkW 72nd St(A Public R/W)Lyma
France A(A Public R/W24" RCP24" RCP6" CIP
18" RCP520.01N89°51'35"W325.01S00°11'54"E520.01S89°51'35"E325.01N00°11'54"W
PARCEL #4
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSDROP OFF AREADROP OFF AREANOPARKINGGallagher DriveFrance Ave(A Public R/W)(A Public R/W)S89°48'06"W 125.00121.79Δ=14°46'22"R=472.36S00°11'54"E 237.22S75°01'42"W 56.41N00°11'54"W 268.50
S89°57'11"E 300.00INLET PROTECTION ATCATCH BASINS, TYPPERIMETEREROSION CONTROLAT CONSTRUCTIONLIMITS, TYP.CONSTRUCTIONENTRANCE7200 & 7250 FRANCE
7200 & 7250 FRANCE AVE S, EDINA, MN 55435
6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.2PH. 2 SWPPP -PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKET1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF EDINA EROSION CONTROL NOTES:SWPPP NOTES:ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.LEGEND:PHASE II CONSTRUCTION LIMITS1.ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THEOWNER.2.THIS PROJECT IS MORE 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 - SW1.6 FOR ALL EROSION CONTROLNOTES, DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING ANDEROSION CONTROL NOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPPIMPLEMENTATION, INSPECTIONS, AND COMPLIANCE WITHNPDES PERMIT.Page 342 of 425
7200 & 7250 FRANCE
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6550 YORK AVE S SUITE 207, EDINA, MN 55435
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - DETAILS. .. .. .. .. .. .OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24"
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - NARRATIVE. .. .. .. .. .. .OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMPERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES 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 FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF TWO EXISTING COMMERCIAL OFFICE BUILDINGS INTO NEW COMMERCIAL BUILDINGS, SITE AND LANDSCAPEIMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.INFILTRATION NARRATIVE:INFILTRATION IS NOT REQUIRED AS PART OF THE PROJECT BECAUSE PERMANENT STORM WATER MANAGEMENT IS NOT REQUIRED.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 LAKE EDINA AND NINEMILE CREEK. LAKE EDINA AND NINEMILE CREEK ARE IDENTIFIED ASAN IMPAIRED WATER BODY PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. LAKE EDINA IS IMPAIRED FOR NUTRIENTS AND NINEMILE CREEK ISIMPAIRED FOR BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS AND FISH BIOASSESSMENTS. BECAUSE THESE WATER BODIES ARE LOCATEDWITHIN ONE MILE OF THE SITE, BMPS AS DEFINED IN THE NPDES PERMIT 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 EROSION BUT IN NO CASE COMPLETEDLATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLYCEASED.B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THATSERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··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.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 THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.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 OVERALL SWPPP 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 SITE SOIL OR WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTIONPREVENTION PLAN (SWPPP) MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCALGOVERNING AGENCY 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 CONSTRUCTION PLANS AND SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A:CONSTRUCTION SWPPP TEMPLATE) FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS 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 OR SOD/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 MAINTENANCE RECORDS 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 SITE VEHICLE 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 ANYRECORDS AFTER 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, INCLUDING ALL RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUALMAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT 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 THE ACTIVITIES OF ALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION 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 TO CONDUCT 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 AVAILABLE FOR 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 TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH THE SWPPP BEFORE THE START OF CONSTRUCTION ORAS SOON 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 PER SECTION 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 OWNER IS 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 MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUSTINCLUDE A JUSTIFICATION 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 TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN,CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BYTHE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING 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 WITH THEOBJECTIVES 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 PERMIT IN 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 STEEP SLOPES. 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 BE INITIATED 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 14 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THECONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARYSTOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENTCONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSEDSOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURSAFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDARDAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOTNEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION 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 WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENTSYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB ANDGUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENTLAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROLPRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT 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 9.2 EXCEPT 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 IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAINTO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELYAFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THEINLET.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 MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER 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 THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT 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 MUST RESTRICT 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 SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITEDBY 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 REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THATRETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVALDESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATEDSTORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY ORPERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE 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. IF PERMITTEES 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 NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR 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 MANNER THAT 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 SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, 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 ENTIRE CONSTRUCTION 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 POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR,REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT 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 DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION ANDSEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THEAREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL,REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OFOBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL 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 GUTTER SYSTEMS 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 HAZARDTO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME 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 SEDIMENT WHEN 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 THE PROJECT 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 IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING 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 MAY REQUIRE 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, ORUPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED 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 ACTIONS ARE NEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAINGAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A 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 SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDEDSOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED 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., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TOMINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BEEXPOSED TO 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 DESIGNED TOMINIMIZE 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 OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITHMINN. 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 KNOCKED OVER. 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 LEAKED CHEMICALS, 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 ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT ANAPPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT 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. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS ANDOTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THECONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEESMUST INSTALL 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 13 ARE COMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) ANDSTORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. 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 ALL AREAS 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 NOT REQUIRED 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 ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19AND 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 CONTROL BMPS 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 THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROLIS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST 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 FINAL STABILIZATION 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 ASEEDING RATE OF 100 LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND 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.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: 5/31/2025ORION INVESTMENTS6650 YORK AVENUE S, SUITE 207EDINA, MN 55435CONTACT: TED CARLSONTED@ORIONINVESTMENTS.NET612-812-7788Page 344 of 425
7200 & 7250 FRANCE
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: 7200 & 7250 FRANCEPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 7200 & 7250 FRANCE AVE SCITY OR TOWNSHIP: EDINASTATE: MNZIP CODE: 55435LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 44.87189 N, -93.32971 WMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: EDINAALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPINALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/APROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): XX.XPROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): COMMERCIALCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : XX.XPOST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: XX.XTOTAL NEW AREA OF IMPERVIOUS SURFACE: XX.XRECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPAIRED WATER (Y/N)27-0029-00..LAKE EDINA..LAKE..N..Y..DATES OF CONSTRUCTIONCONSTRUCTION START DATE: XX/XXESTIMATED COMPLETION DATE: XX/XXGENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY: CONSTRUCTION OF COMMERCIAL DEVELOPMENTDESCRIBE SOIL TYPES FOUND AT THE PROJECT: SOILS CONSIST OF CLAYEY SOILS NEAR THE SURFACE, WITH POORLY GRADED SANDS BELOWSITE LOCATION MAPSOILS INFORMATIONMAP UNITSYMBOLL55BURBAN LAND-MALARDI COMPLEX, 0TO 8 PERCENT SLOPESMAP UNIT NAMEU4AURBAN LAND-UDIPSAMMENTSCOMPLEX, 0 TO 2 PERCENT SLOPES....GENERAL SITE INFORMATION (III.A)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 (2) 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? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.LAKE EDINA - ENTIRE SITE - NUTRIENTSNINEMILE CREEK - ENTIRE SITE - BENTHIC MACROINVERTEBRATES, BIOASSESSMENTS, FISH BIOASSESSMENTSB. 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 BEADDED TO 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 TOONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONALPONDING 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.INFILTRATION / 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 WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TOTREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)IT IS 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 MANAGEMENTSYSTEM.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 BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT 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 ACCEPTABLESOIL STABILIZATION 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 TOVEGETATED 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 TOSURFACE 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 HASTEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENTDITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING 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 SITETHAT DRAIN TO SPECIAL 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 ANDGUTTER 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 WHENEXCAVATED PRIOR TO FINAL STABILIZATION 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 BUFFERIS 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 ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.N/ADEWATERING 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 THROUGH10.4 OF THE PERMIT):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 (10.5):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. 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 OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENTWILL 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 THATDRAIN FIVE OR 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-HOURPRECIPITATION EVENTS 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, AND2-YEAR 24-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 ASTORMWATER POND)? 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,WOOD PRESERVATIVE, 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.07020012-808NINEMILE CREEKRIVERNYPage 345 of 425
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NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:214198/12/2022 PUD SUBMISSION1/10/23 FINAL PUD SUBMITTAL. .. .. .. .06/30/2022 CITY SUBMITTALDRAWN BY:REVIEWED BY:AMDK. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.c202248776David J. KnaebleLICENSE 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.1/10/23Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-0060REVISION SUMMARYDATEDESCRIPTIONSW1.6SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT C - ABOVE-GROUNDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTSARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THEINSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES ASDESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES ANDOVERFLOW SPILLWAYS 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 TO IMPAIR THEFUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME 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 PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).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 ONAUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMITREQUIREMENTS.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 FOR MORE DETAILS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THEMINNESOTA 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 NPage 346 of 425
CONSTRUCTION LIMITSCONSTRUCTION LIMITSINFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.DROP OFF AREADROP OFF AREA325.01S00°11'54"E
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(A Public R/W)AAAAAAAAAAAAAAAAAABBBBBBBBBBBBBBBBCCCCEEEEEEFFBFGGGGGGGHJJJKKDLLLLLLLLAABLLGFFLBFAGAAEIIIMLIFFIIIAWALKCRETAINING WALLDEFBENCH FEATURESGWASTE AND RECYCLINGHBIKE RACKSIJPLANTERSPLAN KEYNOTES:BPLANTING BEDKSTAIR W/ HANDRAILSLSIGNAGETABLE AND CHAIRSNATIVE VEGETATION / SEEDDECORATIVE PAVING / ROCK MATERIALMSCULPTURAL / ART MOMENTENTRYMOTORCOURTFUTUREDEVELOPMENT7200FUTUREMOTORCOURTOVERLOOKFEATUREPUBLICART /ELEMENTCOURTYARDLANDSCAPE SITE PLAN01L1.0 20'40'10'0'SCALE:1"=20'L1.0LANDSCAPE SITE PLANSignatureTyped or Printed NameLicense # DatePROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FORCONSTRUCTIONI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of Minnesota9/10/2021 11:30:10 AM
22113JC TM7200-72507200-7250 France AvenueSouth, Edina, MNNo.Description DateP.U.D.SUBMISSION01/10/2023LANDSCAPE ARCHITECT530 N THIRD ST, SUITE 120,MINNEAPOLIS, MN 55102PH: 612.333.3702 FAX: 515.288.8359www.thinkconfluence.comINFILTRATIONBASIN7250DEVELOPMENTCOURTYARDCOURTYARDPage 347 of 425
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PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:57:09 PMA0.1PUDEXISTING SITE PHOTOS(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227027200 & 7250 FRANCE AVENUE -OVERALL EXISTING SITE AERIALS7200 FRANCE AVENUE -EXISTING SITE AERIALS & PHOTOS7250 FRANCE AVENUE -EXISTING SITE AERIALS & PHOTOSNo. DescriptionDatePage 350 of 425
DEMO EXISTING 4 STORY GLASS OFFICE BUILDING AND FOUNDATION.DEMO EXISTING 4 STORY GLASS OFFICE BUILDING AND FOUNDATION.DEMO EXISTING CONCRETE RETAINING WALLEXISTING ACCESS RAMP TO REMAIN DEMO EXISTING SURFACE LOT AND PARKING STRUCTURE BENEATH TO GRADE.LINE OF EXISTING PARKING STRUCTURE TO BE REMOVED.DEMO EXISTING CONCRETE RETAINING WALLEXISTING DRIVE AISLE AND CURB CUT TO BE REMOVEDEXISTING PARKING SURFACE TO BE PREPPED FOR TEMPORARY INTERIM CONDITIONEXISTING PARKING SURFACE TO BE REMOVEDEXISTING ACCESS RAMP AND CURB CUT TO BE REMOVEDEXISTING ANTENNA AND CONCRETE PAD TO BE REMOVEDSEE CIVIL FOR EXTENT OF VEGETATION TO BE REMOVEDGALLAGHER DRIVE72ND STREETFRANCE AVENUEEXISTING DRIVE AISLE AND CURB CUT TO BE REMOVEDNOTE: REFER TO CIVIL DRAWINGS FOR FULL EXTENT OF SITE DEMOLITION SCOPEDEMO EXISTING PAVEMENTC11C12C13PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense # DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:57:50 PMA0.2PUDSITE PLAN - DEMOLITION(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227021/32" = 1'-0"A0.2 PUD1XX LEVEL DEMOLITION PLANNo. DescriptionDate1 ---TBDPage 351 of 425
17.1'43.5'52.3'2 0.6'48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6 .0 'R15.0'R15.0'R 5.0 'R5.0'R15.0'R15.0'24.0'10.0'28.2'39.3'
R 5 .0 'R29.0'10.0'24.5'3.5'8.0'INFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.CONSTRUCTIONLIMITSLIMITSCONSTRUCTIONLIMITS9NO
PARKING7250 OFFICE BUILDINGGALLAGHER DRIVEW 72ND STREETFRANCE AVENUE SSURFACE PARKING 13 STALLSDANILA PLAZANORTH-SOUTH STTEMPORARY OPEN SPACE BUS STOPP1 PARKING ACCESS BELOWSTORMWATER BASINSTREET ROOM TYPOLOGY:PROMENADES & TRANSITION ZONESTREET ROOM TYPOLOGY #2:CORNELIA OVERLAY AT FRANCE AVESTREET ROOM TYPOLOGY:#3 NEW LOCAL STREETSSTREET ROOM TYPOLOGY:TRANSITION ZONESTREET ROOM TYPOLOGY:TRANSITION ZONE50'-0" MINBUILDING SETBACK52' - 2"VARIANCEBUILDING SETBACK24' - 6"60' - 0"BUILDING SETBACK30' - 0"15' - 10"5' - 0"9' - 3"6' - 0"8' - 0"6' - 0"13' - 6"6' - 0"10' - 0"0' - 8"24' - 0"139' - 8"220' - 0 1/4"AREA WELL W/ GRATE @ GRADEAREA WELL W/ GRATE @ GRADEAREA WELL W/ GRATE @ GRADEREFER TO CIVIL DRAWINGS FOR SITE SCOPE AND INFOREFER TO LANDSCAPE DRAWINGS FOR SITE SCOPE AND INFO27'-0"6'-0" SIDEWALK9'-0" X 18'-0" STALLS, TYP @ LVL 114 BIKE PARKING @ EXTERIOR REFER TO LANDSCAPE DRAWINGS FOR SITE DESIGNPLAZA -SEATING AREAWALL OF PARKING GARAGE VEHICLE TURN-AROUNDMAIN ENTRY PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:57:54 PMA0.3APUDSITE PLAN - PHASE 1A(7200 & 7250AuthorChecker08/19/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate3/64" = 1'-0"A0.3APUD1SITE PLAN - PHASE 1A25'-0"25.0'Page 352 of 425
24.5'18.0'18.0'9.0'29.1'18.0'18.0'24.0'18.0'22.8'
29.6'24.0'17.1'43.5'52.3'20.6 '48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6 .0 'R15.0'R15.0'R 5.0'R5.0'R15.0'R 15.0'24.0'10.0'28.2'39.3'
R 5 .0'R29.0'10.0'24.5'3.5'8.0'INFILTRATION BASIN #1SIDEWALKEASEMENT, TYP.TEMP. PARKING83 STALLS811111111922DROP OFF AREA
DROP OFF AREACONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS9NO
PARKING7250 OFFICE BUILDINGGALLAGHER DRIVEW 72ND STREETFRANCE AVENUE SSURFACE PARKING 13 STALLSDANILA PLAZANORTH-SOUTH STTEMP PARKING BUILT AS NECESSARY TO SUPPORT TENANT NEEDS: 83 STALLSBUS STOPP1 PARKING ACCESS BELOWSTORMWATER BASINSTREET ROOM TYPOLOGY:PROMENADES & TRANSITION ZONESTREET ROOM TYPOLOGY #2:CORNELIA OVERLAY AT FRANCE AVESTREET ROOM TYPOLOGY:#3 NEW LOCAL STREETSSTREET ROOM TYPOLOGY:TRANSITION ZONESTREET ROOM TYPOLOGY:TRANSITION ZONE50'-0" MINBUILDING SETBACK52' - 2"VARIANCEBUILDING SETBACK24' - 6"60' - 0"BUILDING SETBACK30' - 0"15' - 10"5' - 0"9' - 3"6' - 0"8' - 0"6' - 0"13' - 6"6' - 0"SIDEWALK10' - 0"0' - 8"LOCAL STREET24' - 0"PLANTING BED10' - 6"139' - 8"220' - 0 1/4"AREA WELL W/ GRATE @ GRADEAREA WELL W/ GRATE @ GRADEAREA WELL W/ GRATE @ GRADEREFER TO CIVIL DRAWINGS FOR SITE SCOPE AND INFOREFER TO LANDSCAPE DRAWINGS FOR SITE SCOPE AND INFO27'-0"6'-0" SIDEWALK9'-0" X 18'-0" STALLS, TYP @ LVL 114 BIKE PARKING @ EXTERIOR SURFACE PARKING 13 STALLSPLAZA -SEATING AREAREFER TO LANDSCAPE DRAWINGS FOR SITE DESIGNWALL OF PARKING GARAGE VEHICLE TURN-AROUNDMAIN ENTRY PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:57:57 PMA0.3BPUDSITE PLAN - PHASE 1B(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate3/64" = 1'-0"A0.3BPUD1SITE PLAN - PHASE 1B25'-0"25.0'Page 353 of 425
20.0'6.0'22.0'R15.0'R15.0'R5 .0 'R20.0'R 8.0'43.4'12.0'
6.7'
24.0'
R20.0'R20.0'R 8 .0 'R8.0'R3.0'14.0'9.0'19.0'14.1'5.7'2.0'17.1'43.5'52.3'20.6 '48.9'43.5'52.4'43.4'52.8'43.4'52.1'5.0'6.0'8.0'24.0'5.0'5.0'6 .0 'R15.0'R15.0'R 5.0'R5.0'R15.0'R 15.0'24.0'10.0'28.2'39.3'
R 5 .0'R29.0'10.0'24.5'3.5'8.0'DROP OFF AREA
DROP OFF AREA127200 FRANCE BUILDING ANDSITE WORK SHOWN FORREFERENCE ONLY. FINAL SITEDESIGN WILL BE COMPLETED ATA FUTURE DATE.LD BIT.PVMT., TYPBOLLARDS, TYP. 6' OC,SEE DETAILS, TYPRIBBON CURB, TYP.SURMOUNTABLE C&G, TYP.HVY. DUTY CONC. PVMT.5' CONC. WALK, TYP.B612 C&G, TYP.ACCESSIBLE PARKINGSPACE, INCL. SIGNAGE,STRIPING AND RAMPSC.I.P. CONC. STEPS,INCLUD. RAILINGS,COORD. W/ ARCH'L,TYP.PVMT. STRIPING - DROP OFFAREA. COORD. W/LDSP. PLANSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITS9NO
PARKING7250 OFFICE BUILDINGPPGALLAGHER DRIVEW 72ND STREETFRANCE AVENUE SDANILA PLAZANORTH-SOUTH STBUS STOPSTORMWATER BASINSTREET ROOM TYPOLOGY:PROMENADES & TRANSITION ZONESTREET ROOM TYPOLOGY #2:CORNELIA OVERLAY AT FRANCE AVESTREET ROOM TYPOLOGY:#3 NEW LOCAL STREETSSTREET ROOM TYPOLOGY:TRANSITION ZONESTREET ROOM TYPOLOGY:TRANSITION ZONEPROPERTY LINEP1 PARKING ACCESS BELOW50'-0" MINBUILDING SETBACK52' - 2"VARIANCEBUILDING SETBACK24' - 6"60' - 0"BUILDING SETBACK30' - 0"15' - 10"5' - 0"9' - 3"6' - 0"8' - 0"6' - 0"13' - 6"6' - 0"10' - 0"0' - 8"24' - 0"139' - 8"27'-0"6'-0" SIDEWALK9'-0" X 18'-0" STALLS, TYP @ LVL 114 BIKE PARKING @ EXTERIOR SURFACE PARKING 13 STALLSPLAZA -SEATING AREAREFER TO LANDSCAPE DRAWINGS FOR SITE DESIGNPOTENTIAL FUTURE MIXED USE RETAIL, HOSPITALITY, OR HOUSING BLDGWALL OF PARKING GARAGE VEHICLE TURN-AROUNDMAIN ENTRY PROJECT NUMBERDRAWN BYCHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:08:44 PMA0.4PUDSITE PLAN - PHASE 2(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227023/64" = 1'-0"A0.4 PUD1SITE PLAN - PHASE 2No. DescriptionDateREFER TO CIVIL FORSITE SCOPE ANDINFORMATION25'-0"25.0'Page 354 of 425
LEVEL 1100' - 0"LEVEL 2120' - 0"ALEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"BCEFHLEVEL P278' - 6"DGP1 ENTRYTEMPORARY SURFACE PARKING SHOWN DASHED BEYOND27' - 0"47' - 0"FIRST FLR20' - 0"40' - 6"MECH SCREEN184' - 0"T.O. PENTHOUSE84' - 0"DANILASTREET ROOM TYPOLOGY:PROMENADES AND TRANSITION ZONESGALLAGHER DRIVESTREET ROOM TYPOLOGY:TRANSITION ZONEDANILA PLAZAPEDESTRIAN WALKWAYW 72ND STREETSTREET ROOM TYPOLOGY:TRANSITION ZONE24' - 6"60' - 0"LEVEL 1100' - 0"LEVEL 1100' - 0"LEVEL 2120' - 0"LEVEL 2120' - 0"LEVEL 3133' - 6"LEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 4147' - 0"LEVEL 5160' - 6"LEVEL 5160' - 6"ROOF174' - 0"ROOF174' - 0"LEVEL P188' - 6"65LEVEL P278' - 6"3214SETBACK FROM CURB50' - 0"78FRANCE AVENUESTREET ROOM TYPOLOGY:#2 CORNELIA OVERLAY AT FRANCE AVERAMP (BEYOND)47' - 0"27' - 0"PLANTING AREA9' - 9 3/4"INTERNAL STREET36' - 0"5' - 9 1/4"60' - 6"MECH SCREEN184' - 0"MECH SCREEN184' - 0"NEW NORTH-SOUTH LOCAL STREET:STREET ROOM TYPOLOGY:#3 NEW LOCAL STREETS1.213' - 6"13' - 6"13' - 6"13' - 6"10' - 0"20' - 0"20' - 0"13' - 6"13' - 6"13' - 6"13' - 6"10' - 0"STEPBACK10' - 0"84' - 0"74' - 0"FRANCE AVESETBACK16' - 8 1/4"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:29 PMA0.5PUDSITE SECTION DIAGRAMS- PHASE 1 (7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227021/16" = 1'-0"A0.5 PUD1PHASE 1 - NORTH / SOUTH SITE SECTION3/32" = 1'-0"A0.5 PUD2PHASE 1 - EAST / WEST SITE SECTION AT DANILANo. DescriptionDate25'-0"Page 355 of 425
LEVEL 1100' - 0"LEVEL 2120' - 0"ALEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"BCEFHLEVEL P278' - 6"DGP1 ENTRY856' -LEVEL 1 PHASE 224' - 6"POTENTIAL FUTURE RETAIL, HOSPITALITY, OR HOUSING MIXED USEPOTENTIAL BELOW-GRADE PARKING STRUCTURE72' - 0"POTENTIAL FUTURE P1 ENTRY47' - 0"MECH SCREEN184' - 0"T.O. ROOF77' - 0"3' - 6"20' - 0"DANILASTREET ROOM TYPOLOGY:PROMENADES AND TRANSITION ZONESGALLAGHER DRIVESTREET ROOM TYPOLOGY:TRANSITION ZONEDANILA PLAZAPEDESTRIAN WALKWAYW 72ND STREETSTREET ROOM TYPOLOGY:TRANSITION ZONEPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:54 PMA0.6PUDSITE SECTION DIAGRAMS- PHASE 2 (7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/20232227021/16" = 1'-0"A0.6 PUD1PHASE 2 - NORTH / SOUTH SITE SECTIONNo. DescriptionDate25'-0"Page 356 of 425
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:55 PMA0.7PUDPHASE 1 AND 2 SITERENDERINGSESG ESG06/29/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702PHASE 1B SITE RENDERING -TEMPORARY SURFACE PARKING CONDITIONPHASE 2 -SITE RENDERING W/ POTENTIAL BUILDING @ 7250PHASE 1A SITE RENDERING -ASSUMED TEMPORARY GREEN SPACENo. DescriptionDatePage 357 of 425
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:55 PMA0.8PUDEXTERIOR RENDERINGS(7200 & 7250)ESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDatePage 358 of 425
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:55 PMA0.9PUDEXTERIOR RENDERINGS(7200 & 7250)ESG ESG06/29/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDatePage 359 of 425
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:56 PMA0.10PUDEXTERIOR RENDERINGS(7200 & 7250)Author Checker06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDatePage 360 of 425
UPDNUPA65BCEFH3214D78G1.21A2.2 PUD1A2.3 PUD3%[No Slope](-25)14' - 3"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"46' - 0"12' - 0"12' - 0"46' - 0"30' - 0"46' - 0"8' - 0"AREA OF OFFICE BUILDING (ABOVE) SHOWN SHADEDSLOPE DOWNFLATFLATFLATFLATFLATDOWN TO P3SLOPE DOWN3%3%73' - 6"73' - 6"73' - 6"7' - 6"EXHAUST LOUVER AND SHAFT UP TO CEILING OF P1P201GENERATORRMAREA WELLAREA WELLAREA WELL18201112161620P1 PARKING: 103 STALLSP2 PARKING: 114 STALLSTOTAL BELOW GRADE PARKING:217 STALLSA65BCEFH321D78G1.21A2.2 PUD1A2.4 PUD1A2.3 PUD2A2.3 PUDENTRANCE TO P1: 848.0'(-15)3%TRANSFER BEAM CONDITION AT HATCHED AREAS46'-0"12'-0"12'-0"46'-0"30'-0"46'-0"7'-2"14' - 3"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"AREA OF OFFICE BUILDING (ABOVE) SHOWN SHADEDSLOPE DOWNFLATFLATFLATFLATFLATSLOPE DOWNSLOPE DOWNDOWN TO P2MECH SHAFT3%3%78' - 6 1/2"EXHAUST 17' - 3"AREA WELLAREA WELLAREA WELLSTAIR-SSOUTHSTAIRP106CHILLERSP107FIRESUPRESSION??P102ELECP101ELEVATORLOBBYP105MDFP103ELECP104TRASH15171011161618P1 PARKING: 103 STALLSP2 PARKING: 114 STALLSTOTAL BELOW GRADE PARKING:217 STALLSPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 4:59:57 PMA1.1PUD7250 FLOOR PLANSAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/16" = 1'-0"A1.1 PUD2PUD - LEVEL P2 FLOOR PLAN OVERALL (1/16")1/16" = 1'-0"A1.1 PUD1PUD - LEVEL P1 FLOOR PLAN OVERALL (1/16")Page 361 of 425
UPDNUPNO
PARKING
DNA65BCEFH3214D78G1.27' - 6"46' - 0"12' - 0"12' - 0"14' - 0"32' - 0"30' - 0"38' - 0"8' - 0"8' - 0"STAIR-BSTAIR B108EXITCORRIDOR107MECHANICAL7' - 2"7' - 2"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"6' - 10"2%113HOSPITALITY112COFFEE118TENANT A109TENANT B110BUILDINGLOBBY102ELEC101ELEVATORLOBBYSTAIR-ASTAIR A114BIKELOUNGE117SHOWER118IDF105WOMEN106MEN103CORRIDOR104JANITOR116EXITPASSAGEEWAY111VESTIBULE207' - 6"220' - 0"103CORRIDOR105WOMENA5BCEFH3214DG1.28' - 0"46' - 0"30' - 0"46' - 0"6' - 0"5' - 2"36' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"4' - 10"216' - 0"136' - 0"215TRAINING214PREP201ELEVLOBBYSTAIR-NNORTHSTAIR202ELECOPEN STAIRSTAIR- SSOUTHSTAIR208TENANT207MECH213OFFICE211BOARDROOM212CONF203CORRIDOR205WOMEN206MEN204JANITOR32' - 0"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:00 PMA1.2PUD7250 FLOOR PLANSAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/16" = 1'-0"A1.2 PUD1LEVEL 1 FLOOR PLAN & SITE PLAN OVERALL1/16" = 1'-0"A1.2 PUD2LEVEL 2 FLOOR PLAN OVERALLPage 362 of 425
AA55BBCCEEFFHH33221144DDGG1.21.28' - 0"14' - 0"32' - 0"30' - 0"46' - 0"6' - 0"136' - 0"5' - 2"36' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"4' - 10"216' - 0"STAIR-SSOUTHSTAIR307MECH308TENANT305WOMEN306MEN303CORRIDOR302ELEC301ELEVATORLOBBYSTAIR-NNORTHSTAIR304JANITORAA55BBCCEEFFHH33221144DDGG1.21.214' - 0"32' - 0"30' - 0"46' - 0"6' - 0"5' - 2"36' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"ROOFTERRACEROOF AND OVERFLOW DRAINSSTAIR-NNORTHSTAIR402ELEC401ELEVATORLOBBYSTAIR-SSOUTHSTAIR408TENANT407MECH406MEN405WOMEN403CORRIDOR404JANITORPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:03 PMA1.3PUD7250 FLOOR PLANSAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/16" = 1'-0"A1.3 PUD1PUD - LEVEL 3 FLOOR PLAN OVERALL (1/16")1/16" = 1'-0"A1.3 PUD2PUD - LEVEL 4 FLOOR PLAN OVERALL (1/16")Page 363 of 425
AABBCCEEFFHH33221144DDGG1.21.2TENANT ROOF TERRACE32' - 0"30' - 0"38' - 0"8' - 0"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"206' - 0"R3ROOF AND OVERFLOW DRAIN BELOW PAVERSROOF CURBROOF AND OVERFLOW DRAINSR2502ELEC501ELEVATORLOBBY509TENANT510TENANT508EXITCORRIDORSTAIR-SSOUTHSTAIR507MECHSTAIR-NNORTHSTAIR505WOMEN506MEN503CORRIDOR504JANITOR108' - 0"A5BCEFH3214DG1.2MEMBRANE ROOFMEMBRANE ROOF14' - 0"32' - 0"30' - 0"38' - 0"8' - 0"11' - 0"25' - 0"36' - 0"36' - 0"36' - 0"26' - 0"36' - 0"SCREENEDMECHANICAL AREAROOF LEVELRELOCATE EXIST CELL TOWER TO ROOF, LOCATION TBD206' - 0"ESb51/4" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"5/16" / 1' - 0"ROOF AND OVERFLOW DRAINSSTAIR-N ROOF ACCESS122' - 0"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:08 PMA1.4PUD7250 FLOOR PLANSAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/16" = 1'-0"A1.4 PUD1PUD - LEVEL 5 FLOOR PLAN OVERALL (1/16")1/16" = 1'-0"A1.4 PUD2PUD - ROOF PLAN (1/16")Page 364 of 425
LEVEL 1100' - 0"LEVEL 2120' - 0"ALEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"BCEFHLEVEL P278' - 6"DGMECH SCREEN184' - 0"10' - 0"13' - 6"13' - 6"13' - 6"13' - 6"20' - 0"11' - 6"10' - 0"METAL FLASHINGEXTENTS OF PARKING SHOWN DASHEDEXTENTS OF BELOW GRADE PARKING SHOWN DASHED3B5A3Aa3Ab3Ab3Aa3Ab5A3Aa3Ab5A14A3Aa8A8A8A8A8A8A14A3Ab3Ab3Aa15A3B3B15A15A14A8B8Ba8B5Aa8Ba8B12A8B74' - 0"TO BE VFY'DMECH ENCLOSURE HT7' - 0"9' - 6"42' - 6"17' - 0"3' - 0"15A8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa77' - 0"10B10B10B10A5' - 0"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:25 PMA2.1PUD7250 ELEVATIONAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/8" = 1'-0"A2.1 PUD1EXTERIOR ELEVATION - EAST - PUDEXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 365 of 425
LEVEL 1100' - 0"LEVEL 2120' - 0"LEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"5LEVEL P278' - 6"3214MECH SCREEN184' - 0"1.210' - 0"11' - 6"20' - 0"13' - 6"13' - 6"13' - 6"13' - 6"10' - 0"EXTENTS OF BELOW GRADE PARKING SHOWN DASHED21' - 6"74' - 0"3Ab3Aa3Aa3Aa3B3Aa3Ab3B10B5A10B3Ab3Aa3B5Ba8B8Ba8Ba8Aa12A14A8Aa8Aa8Aa8Aa8Aa8B8Ba8B5A5Aa8Aa8Aa8Aa8Aa8Aa8Aa14A14A8A15A15A15A8A8A3Aa12A3' - 0"17' - 0"29' - 0"23' - 7 3/8"3' - 10 7/8"7' - 5 3/4"10A10AMETAL CANOPY BEYOND77' - 0"7' - 0"SETBACK OVER 60'-0"10' - 0"STEPBACK16' - 8 1/4"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:00:59 PMA2.2PUD7250 ELEVATIONAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/8" = 1'-0"A2.2 PUD1EXTERIOR ELEVATION - NORTH - PUDEXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 366 of 425
LEVEL 1100' - 0"LEVEL 2120' - 0"ALEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"BCEFHLEVEL P278' - 6"DGLEVEL P368' - 6"EXTENTS OF BELOW GRADE PARKING SHOWN DASHEDEXTENTS OF BELOW GRADE PARKING SHOWN DASHEDMCM METAL PANEL CANOPY PROFILE AND SOFFIT PANELS. LIGHTING ELEMENTS TO BE LOCATED IN UNDERSIDE OF CANOPY10B5APJPJPJPJPJPJPJPJ3Ab3Aa3B3Ab5A10B3B3Ab3Aa74' - 0"31' - 6"20' - 0"13' - 6"13' - 6"13' - 6"13' - 6"11' - 6"10' - 0"10' - 0"15A8B8Ba7' - 0"3' - 0"2' - 0"23' - 0"29' - 0"17' - 0"3' - 0"8B8Ba14A14A3Aa3Ab3Aa14A12A3B14A8A15A8Ba8Ba8Ba8Ba8B8B8B8B8B8Ba10A8B10A5C77' - 0"7' - 0"7' - 0"5B5Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Aa8Ab8Ab8Ab8Ab8Ab8Ab8Ab8Ab8Ab8Ab5B32' - 0"LEVEL 1100' - 0"ALEVEL P188' - 6"BCEFHDGMURAL -ART INSTALLATION, DESIGN TBDLINE OF RAMP IN FOREGROUND SHOWN DASHEDSEE LANDSCAPE DRAWINGS FOR EXTENT OF PLANINGS LOCATED ALONG EXTENT OF RAMP ELEVATIONPROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:01:28 PMA2.3PUD7250 ELEVATIONAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/8" = 1'-0"A2.3 PUD1EXTERIOR ELEVATION - WEST - PUD1/8" = 1'-0"A2.3 PUD2EXTERIOR ELEVATION - WEST @ LEVEL P1 PARKING ENTRANCE - PUDEXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 367 of 425
LEVEL 1100' - 0"LEVEL 2120' - 0"LEVEL 3133' - 6"LEVEL 4147' - 0"LEVEL 5160' - 6"ROOF174' - 0"LEVEL P188' - 6"65LEVEL P278' - 6"321481.2METAL CANOPY BEYONDEXTENTS OF BELOW GRADE PARKING SHOWN DASHED5A3Ab10BPJPJPJPJPJPJ5A10B3Ab3Aa3Aa3Aa3B77' - 0"13' - 6"13' - 6"13' - 6"13' - 6"20' - 0"11' - 6"10' - 0"10' - 0"3' - 0"11' - 6"62' - 6"5Aa14A3Aa3Ab8B8Aa8Aa10A12A11A11A8Ab8Ab8Ab8Ab8Ab11A11A11A11A11A11A14A8B8Ba8Ab8Ab15A10A8Bc8Bc2' - 0"8A8A3Aa3BFRANCE AVE7' - 0"SETBACK16' - 8 1/4"PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:02:13 PMA2.4PUD7250 ELEVATIONAuthor Checker01/09/237200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702No. DescriptionDate1/8" = 1'-0"A2.4 PUD1EXTERIOR ELEVATION - SOUTH - PUDEXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 368 of 425
PROJECT NUMBERDRAWN BY CHECKED BYORIGINAL ISSUE:REVISIONS:KEY PLANNOT FOR CONSTRUCTIONTyped or Printed NameLicense #DateI hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly licensed architectunder the laws of the State of MinnesotaSignature1/10/2023 5:02:13 PMA2.5PUD7250 EXTERIORMATERIALSESG ESG06/30/227200 & 7250FRANCE AVE7250 FRANCE AVE, EDINA, MN55435FINAL PUD01/10/2023222702LEVEL 1 MATERIALSLEVELS 2-5 MATERIALSROOF MATERIALSCURTAIN WALL SYSTEM(KEYNOTE 8)ARCHITECTURAL PRECAST -COLOR 1(KEYNOTE 3)STONE BASE(KEYNOTE 3)METAL PANEL -COLOR 1(KEYNOTE 5)METAL PANEL -COLOR 1(KEYNOTE 5)HYBRID WINDOW WALL -SSG SYSTEM (KEYNOTE 8)ARCHITECTURAL BRICK(KEYNOTE 3)METAL PANEL -COLOR 2(KEYNOTE 5)FLAT LOCK ZINC PANEL (KEYNOTE 5A)No. DescriptionDateMETAL PANEL SCREEN -COLOR 1 (KEYNOTE 5Aa)EXTERIOR MATERIAL & ELEMENT KEYNOTES3Aa ARCHITECTURAL PRECAST COLOR #1 - NATURAL STONE - SAND BLAST FINISH3Ab ARCHITECTURAL PRECAST COLOR #1 - POLISHED FINISH3B ARCHITECTURAL PRECAST COLOR #2 - NORMAN RUNNING BOND PATTERN5A METAL PANEL COLOR #1 - FLAT LOCK PANEL5Aa METAL PANEL COLOR #1 - FLAT LOCK PANEL @ MECHANICAL SCREEN5B METAL PANEL COLOR #2 - MCM PANEL5Ba METAL PANEL COLOR #2 - MCM PANEL @ ROOF PARAPET5C METAL PANEL COLOR #3 - MCM SOFFIT PANEL5D METAL PANEL COLOR #1 - MCM PANEL @ MECHANICAL SCREENING8A STRUCTURAL GLAZED CURTAIN WALL SYSTEM8Aa STRUCTURAL CURTAIN WALL SYSTEM W/ EXTENDED FACE COVER AT FRAME8Ab CURTAIN WALL SYSTEM - PUNCHED OPENING WITH INTEGRATED VERTICAL FIN AT HEAD8B WINDOW WALL SYSTEM8Ba WINDOW WALL SYSTEM - BACK-PAINTED SPANDREL PANEL8Bc WINDOW WALL SYSTEM - MECHANICAL LOUVER INFILL PANEL10A PREFINISHED METAL CAP FLASHING10B PREFINISHED METAL FLASHING ACCENT11A ARCHITECTURAL MECHANICAL LOUVER12A ALUMINUM RAILING & GLASS PANEL INFILL SYSTEM14A CUSTOM EXTERIOR SCONCE LIGHTING FIXTURE15A TENANT SIGNAGE - SIZE AND TYPE TBDPage 369 of 425
Previously Approved Tree
Removal Plan
Page 370 of 425
MINA' A _
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RESOLUTION NO. 2023-11
APPROVING A ZONING ORDINANCE AMENDMENT AND REVISED OVERALL
DEVELOPMENT PLAN, FINAL REZONING, SITE IMPROVEMENT PLAN
AGREEMENT (SIPA) AND FINAL SITE PLAN REVIEW FOR PHASE 1
7250 AND 7200 FRANCE AVENUE
BE IT RESOLVED by the City Council of the City of Edina, Minnesota, as follows:
Section I. BACKGROUND.
1.01 Orion Investment is requesting a Zoning Ordinance Amendment for a completely new
redevelopment project for the subject property. This site received a rezoning approval
to Planned Unit Development-I6 in 2019; however, the project was never
constructed. The underlying, or previous zoning on the site is POD, Planned Office
District. The existing PUD would allow two six-story buildings with 299 unit of
housing and 30,000 square feet of retail/restaurants and 10 owner occupied
townhomes. The previous POD, Planned Office District would allow 113,000 square
feet of office/medical office use.
1.02 The property is legally described as follows:
Lot 44, Block I, Oscar Roberts 1st Addition, Hennepin County. The North 325 Feet of
the East 520 Feet of the Southeast 1/4 of the Northeast 1/4 Except Road. (7200 &
7250 France.
1.03 The existing office buildings and parking ramp on the sites would be removed. The
existing parking ramp is in a very poor state of repair. The project would be developed
in two phases. The first phase would be the construction of a five-story 124,620
square foot office building and coffee shop with underground parking at the 7250
France Site. The 7200 site would include a ponding area, sidewalks, green space,
landscaping and surface parking where the future building pad would be.
1.04 Phase 2 would include a similar sized building in height and square footage, with the future use
of housing or hotel (150 units/rooms) with or without retail. Permanent parking for Phase I
would be required to be included in the Phase 2 development.
1.05 An Overall Development and Ordinance Amendment establishing the PUD-I6 District
were approved by the City Council on April 2', 2019.
1.06 To accommodate the request, the following is requested:
â A Rezoning/Ordinance Amendment to revise the PUD-16, Planned Unit Development
District to establish a new Overall Development Plan and Site Plan review for Phase I.
CITY OF EDINA
4801 West 50th Street • Edina, Minnesota 55424
www.EdinaMN.gov • 952-927-8861 • Fax 952-826-0389 Page 371 of 425
RESOLUTION NO. 2023-11
Page 2
1.07 On September 14, 2022, the Planning Commission held a public hearing and recommended
approval of the request with the added condition that the bike and pedestrian connections be
separated from the north/south street/connector. Vote: 6 Ayes and 0 Nays.
1.08 On September 20th, 2022, the City Council held a public hearing and considered the request.
1.09 On October 18, 2022, the City Council granted preliminary approval of the requests.
1.10 On January 10, 2023 the applicant submitted revised plans.
1.11 On February 7, 2023, the City Council granted final approval including the SIPA for Phase I.
Section 2. FINDINGS
2.01 Approval is based on the following findings:
I. The proposed land uses, and density are consistent with the Comprehensive Plan.
2. The proposal still meets the City's criteria for PUD zoning. The PUD zoning would:
a. Create a more pedestrian-friendly development with the construction of improved
sidewalks and connections to the Promenade. The project would bring vibrancy to
the area.
b. The building would be of high-quality architectural brick, metal, stone, and glass.
c. Ensure that the buildings proposed in Phase I would be the only buildings built on
the site unless an amendment to the PUD is approved by City Council. Phase 2
would be required to be multi-family residential or hospitality with possibly some
retail commercial as long as there is adequate parking on the site for all phases.
d. If housing is constructed in Phase 2, the project would add to the City's affordable
housing stock by providing 10% of the units for affordable housing.
e. Provide for a more creative site design, consistent with goals and policies in the
Comprehensive Plan.
f. Enhance green space and landscaping and utilize sustainable concepts.
g. Meet the City's sustainability policy, including seeking a LEED certified building in
Phase I.
h. Provide 19% of the site for public use.
3. The PUD would ensure that the development proposed would be the only building that
would be allowed on the site unless an amendment to the PUD is approved by City
Council.
4. The plans address the Greater Southdale District Design Experience Guidelines as
follows: The division of the property into smaller blocks and the provision of pedestrian,
bicycle and vehicle access and connections through the site both east-west and north-
south; increasing the public realm on the site; eliminating most of the surface parking
stalls, with none being visible from France Avenue in the Phase 2 build out. If housing on
Page 372 of 425
RESOLUTION NO. 2023-11
Page 3
Phase 2 is constructed, affordable housing should be required within the future apartment
project. Public art will be located along France Avenue and the connecting plaza.
5. The proposed project would meet the following goals and policies of the Comprehensive
Plan:
â Primary uses are offices, attached or multifamily housing. Secondary uses: Limited
retail and service uses (not including "big box" retail).
â Encourage structured parking and open space linkages where feasible; emphasize
the enhancement of the pedestrian environment.
â Locate and orient vehicle parking, vehicular access, service areas and utilities to
minimize their visual impact on the property and on adjacent/surrounding
properties, without compromising the safety and attractiveness of adjacent streets,
parks, and open spaces.
â Provide sidewalks along primary streets and connections to adjacent neighborhoods
along secondary streets or walkways.
â Limit driveway access from primary streets while encouraging access from
secondary streets.
â Provision of the north-south public vehicle, bike and pedestrian connection through
the site.
â Encourage the development of parking lots or structures so they can be shared by
more than one building on the site or by buildings on neighboring sites, and which
can transition over time to other uses if parking needs change.
â Increase mixed-use development where supported by adequate infrastructure to
minimize traffic congestion, support transit, and diversify the tax base.
â Support the development of mixed-use districts that provide a variety of living
opportunities within a walkable and livable area.
â Recognize and support commercial, office, and industrial job centers that draw
workers from the city and across the region.
â Ensure that the city's roads continue to evolve to act as connectors, rather than as
barriers. Incorporate amenities and infrastructure into public corridors to make
them beautiful, efficient, and multimodal public spaces that contribute to community
identity and pride.
â 50%/50% estimated residential/commercial mixed-use.
6. The existing roadways and proposed parking would support the project. Stantec
conducted a traffic and parking impact study and concluded that the proposed
development could be supported by the existing roads and proposed parking.
7. The revised plans are consistent with the Preliminary Plans and meet the conditions
required at Preliminary approval.
Page 373 of 425
RESOLUTION NO. 2023-11
Page 4
Section 3. APPROVAL
NOW THEREFORE, it is hereby resolved by the City Council of the City of Edina, grants final
approval of the Ordinance Amendment, Revised Overall Development Plan, SIPA and Site Plan for
Phase I.
Approval is subject to the following conditions:
I. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter
36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must
be submitted for one and one-half times the cost amount for completing the required
landscaping, screening, or erosion control measures at the time of any building permit.
2. Provision of code compliant bike racks for each use near the building entrances.
3. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the
City Code.
4. Roof-top mechanical equipment shall be screened per Section 36-1459 of the City Code.
5. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require
revisions to the approved plans to meet the district's requirements.
6. A Developer's Agreement/Site Improvement Plan Agreement is required at the time of
Final Approval.
7. If Phase 2 of the project includes a housing project, it must be compliant with the City's
affordable housing policy. Final determination to be made at final approval for Phase 2.
8. Phase 2 retail, housing or hotel uses must have entrances on the two street frontages,
72' Street and France Avenue.
9. Compliance with the conditions outlined in the director of engineering's memo dated
September 1, 2022.
10. Compliance with the Stantec Consulting Traffic & Parking Study recommendations.
11. Subject to the Zoning Ordinance Amendment revising the PUD-16, Planned Unit
Development for this site.
12. Public sidewalks must be a minimum of 5 feet in width with a 5-foot boulevard on
Gallagher Drive and West 72nd Street, and 8 feet minimum width with an 8-foot
boulevard on France Avenue.
13. Dedication of public access easements of the east-west and north-south sidewalks and
drive- aisles through the site and sidewalks around the perimeter of the site.
Page 374 of 425
RESOLUTION NO. 2023-1 I
Page 5
14. Submittal of a construction management plan subject to review and approval of city staff
prior to issuance of a building permit. The plan must demonstrate minimal impact to
pedestrian and vehicle movement.
15. Hours of construction must be consistent with City Code.
16. The property owner shall be responsible for the maintenance of internal sidewalks and
drive aisles. The City would snow plow a 5-foot path of the sidewalk on France. The
property owners would be responsible for the remaining areas.
17. Public art should be provided along street frontages and the courtyard/plaza valued at, at
least $100,000.
18. Final Plans shall comply with the street typologies in the Southdale Design Experience
Guidelines along France Avenue and the building step in at least ten feet at the 60-foot
building height.
19. The bike and pedestrian connections be separated from the north/south
street/connector on the west side of the proposed buildings.
20. The building height for phase 2 shall be limited to 6 stories and 72 feet tall to the roof
line, including a ceiling height requirement of 16 feet on the main level.
21. The existing trees along the west lot line shall be preserved to provide screening from
the residential homes to the west. If they do not survive, additional trees shall be planted
in the area to provide screening at a variety of species and sizes, subject to approval of
the City Forester.
22. Landscaping shall be added on the west side of the surface parking lot at a sufficient
height to screen vehicles from the residential property to the west. The retaining walls
shall be planted with vines or vegetation to cover the concrete walls.
23. Vegetation within the retention pond must be planted and maintained to the satisfaction
of city staff.
Page 375 of 425
aro Allis , City Clerk ames B. Hovland, Mayor
STATE OF MINNESOTA
COUNTY OF HENNEPIN )SS
CITY OF EDINA
RESOLUTION NO. 2023-11
Page 6
Adopted by the City Council of the City of Edina, Minnesota, on February 7, 2023.
CERTIFICATE OF CITY CLERK
I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the
attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting
of February 7, 2023, and as recorded in the Minutes of said Regular Meeting.
WITNESS my hand and seal of said City this 1— day of i 2023.
11111
!ew 4111
Sharon A Prison, City Clerk
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Site Location
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Lot Line
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Trees were to supposed
to remain
Lot line
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Lot Line
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Previously Approved Tree
Removal Plan
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d
ITEM REPORT
Date: March 18, 2025 Item Activity: Approve
Meeting: City Council
Agenda Number: 8.2
Prepared By: Chad Millner, Engineering Director
Item Type: Report & Recommendation Department: Engineering
Item Title: Ordinance 2025-04: Amending Chapter 24 & 26 Concerning Electric-Assisted
Bicycles
Action Requested:
Approve Ordinance 2025-04 amending Chapter 24 & 26 concerning Electric-Assisted Bicycles, grant
first reading and waive second reading.
Information/Background:
Staff and Council received concerns from residents on the operation of electric-assisted bicycles (E-
Bikes). E-Bikes have three official classes; Class 1: Pedal Assist up to 20 mph, Class 2: Pedal Assist or
Throttle up to 20 mph, Class 3: Pedal Assist up to 28 mph. There are many other unregulated
electric two-wheeled devices with various power settings.
State law governs E-Bike use, preempting most local regulations. Locals can only regulate Class 3 E-
Bikes. In alignment with state law, we propose minor adjustments to the city code to ensure
consistency while promoting safe riding practices.
• A new provision will require riders under 18 to wear helmets while operating an electric-
assisted bicycle.
• Education rather than reducing transportation options. The focus will be on public education
efforts to encourage safe riding behaviors, ensuring electric-assisted bicycles remain a viable
transportation option within the city.
These updates aim to balance safety with accessibility, supporting the use of electric-assisted bicycles
as an alternative mode of transportation while ensuring alignment with state regulations.
Resources/Financial Impacts:
There are no financial impacts with this ordinance.
Relationship to City Policies:
This ordinance aligns with the Comprehensive Plan, the Pedestrian & Bicycle Master Plan, and
Climate Action Plan.
Supporting Documentation:
1. Ordinance No. 2025-04: Concerning E-Bike Regulation
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232841v2
ORDINANCE NO. 2025-04
AN ORDINANCE AMENDING CHAPTER 24 and 26,
OF THE EDINA CITY CODE CONCERNING
ELECTRIC-ASSISTED BICYCLES
THE CITY COUNCIL OF EDINA ORDAINS:
Chapter 24 Article 1 and Chapter 26 Article X are amended with the following
original text, added text and deleted text:
Section 1. Chapter 24, Article I, Section 24-1- Definitions.
Sidewalk means an improved thoroughfare located on a public right-of-way or public
easement limited to usage by pedestrians and bicyclists nonmotorized vehicles.
Section 2. Chapter 26, Article X, Section 26-282 - Operation of bicycles.
(a)For purposes of this article, the term "bicycle" has the meaning given that term in Minn.
Stats. § 169.011, subd. 4. Any person operating a bicycle on any street or bicycle lane or
bicycle route must comply with Minn. Stats. § 169.222.
(b) For Purposes of this article, the term “electric-assisted bicycle” has the meaning given
that term in Minn. Stat. § 169.011 and Minn. Stat. § 169.222. All types of electric-assisted
bicycles operated within the City shall comply with Minnesota State Statutes and with the
following additional requirements:
1. Any person under the age of 18 operating or riding on an electric-assisted
bicycle in the city shall wear a helmet or other protective headgear approved for bicycle
riding by the United States Department of Transportation or the American National
Standards Institute (ANSI).
Section 3. Chapter 26, Article X, Section 26-283 – Rules for operating bicycles on
public sidewalks, bicycle paths, bicycle trails or shared-use paths.
A person may operate a bicycle or electric-assisted bicycle on a public sidewalk, bicycle
path, bicycle trail, or shared-use path, including in a business district, subject to the
following requirements in addition to those found in state statute. A bicyclist shall:
(1) Ride at a speed no greater than is reasonable and prudent under the circumstances,
and in no event at a speed greater than ten miles per hour.
(2) Slow to a walking pace when pedestrians are present.
(3) Slow to a walking pace upon approach to and when crossing a driveway or
intersection; enter driveway or intersection when clear of traffic.
(4) Not ride on sidewalks, bicycle paths, bicycle trails, or shared-use paths where the
entrance or exit of a building abuts the sidewalk.
(5) Not ride on sidewalks, bicycle paths, bicycle trails, or shared-use paths where
posted.
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232841v2
Section 4. Chapter 26, Article X, Section 26-284 - Petty misdemeanor.
Any violation of section 26-282 or 26-283 shall be a petty misdemeanor punishable as
provided in section 1-18.
Section 5. This ordinance shall be effective immediately upon its passage and publication.
ADOPTED this 18th day of March, 2025, by the City Council of the City of Edina, Minnesota.
First Reading: March 18, 2025
Second Reading: Waived
ATTEST:
Sharon Allison, City Clerk James B. Hovland, Mayor
Please publish in the Edina Sun Current on _____
Send one affidavit of publication
Bill to Edina City Clerk
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d
ITEM REPORT
Date: March 18, 2025 Item Activity: Discussion
Meeting: City Council
Agenda Number: 8.3
Prepared By: Scott Neal, City Manager
Item Type: Other Department: Administration
Item Title: Community Comment Changes
Action Requested:
None, discussion only.
Information/Background:
Council asked me to look at possible changes to the Community Comment protocol at Council
meetings. Below is an option that was presented at the Feb. 4 City Council meeting:
• Work Sessions start at 5:30 p.m. and are completed no later than 6:30 p.m.
• Community Comment opens at 6:40 p.m. and ends no later than 7 p.m. Council Meetings
start at 7 p.m.
• Community Comment is conducted in the City Council Chambers.
• All current Community Comment rules of procedure still apply.
• Community Comment is not televised or recorded.
• City Manager will continue to give the Council a recap of the previous meeting’s Community
Comment using the same standards used today.
The above is not a recommendation from staff, just an option for a change in protocol. Council needs
to discuss and provide feedback about any changes they may want to make to Community Comment.
Staff will implement changes as needed.
Supporting Documentation:
None
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d
ITEM REPORT
Date: March 18, 2025 Item Activity: Information
Meeting: City Council
Agenda Number: 9.1
Prepared By: Marisa Bayer, Sustainability Manager
Item Type: Commission Advisory Communication Department: Engineering
Item Title: Energy & Environment Commission Advisory Communication, Time of Sale
Action Requested:
None, information only.
Information/Background:
The Energy & Environment Commission (EEC) completed a “Time of Sale Energy Disclosure Program
Report” as part of their 2023 work plan. The EEC approved the report at the Feb. 8, 2024 EEC
meeting. Staff presented the draft Staff Report at the Nov. 14, 2024 EEC meeting and provided
additional data on specific metrics at the Dec. 12, 2024 EEC meeting. At the Feb. 13, 2025 EEC
meeting, the commission approved the attached Advisory Communication summarizing their report
and perspective. Attached are the Advisory Communication, EEC Report, Staff Report and additional
data.
Resources/Financial Impacts:
None.
Relationship to City Policies:
• EEC 2023 Work Plan: Study & Report to review current programs implemented in other
cities, analyze data and evaluate if a Time of Sale Energy Disclosure Program can be
implemented in Edina.
• Climate Action Plan: BE 1-13, Establish a performance ratings/labeling program for all homes
listed for sale or rent so that owners, tenants and prospective buyers can make informed
decisions about energy costs and carbon emissions. Rating program to require Energy
Audit/Energy Efficiency Program participation.
Supporting Documentation:
1. EEC Advisory Communication
2. EEC Report
3. Staff Report
4. Supplemental Data for EEC
Page 397 of 425
City of Edina • 4801 W. 50th St. • Edina, MN 55424
Date:Feb. 13, 2025
To:Mayor & City Council
From:Energy and Environment Commission
Subject:EEC recommendations and comments on the Time-of-Sale Energy
Disclosure Initiative of the 2023 workplan
XXApproved Work
Plan Item:
Yes, 2023
WP
No
Council Charge:
1: Study & Report
2: Review & Comment
3: Review & Recommend
4: Review & Decide
Items not on the approved work plan: Council action is rarely taken mid-year for items not on the
current approved work plan. Action is only taken if Council chooses to discuss the Advisory
Communication at the Council meeting and provides specific direction through a Council vote.
Commissions are encouraged to submit new initiative proposals through the annual work plan process.
Residential Energy Disclosure provides valuable information to homeowners and potential
buyers, particularly at key moments such as when a property is being sold. According to a study
by the National Association of Home Builders, new homeowners tend to invest more in home
improvements during their first year of ownership compared to those who have owned their
homes for longer. This makes the time of sale an ideal opportunity to recommend energy
upgrades, as these improvements are often incorporated into broader home renovation plans
(Siniavskaia, 2022).
In Edina, between 2016 and 2021, a total of 3,252 single-family homes were sold. While 14.5%
of these homes were demolished, 75.5% remain standing. In 2020, Edina had 23,862 housing
units, with 59% of those built between 1950 and 1979, and a median construction year of 1968
(U.S. Census Bureau, 2020). According to the Center for Energy and Environment, buildings
constructed before 1980 benefit the most from energy efficiency retrofits, delivering the
greatest energy savings for the lowest cost (CEE, 2025).
The Energy and Environment Commission report outlines the findings and recommendations of
a Time-of-Sale Energy Disclosure initiative and proposes the adoption as a logical first step
toward achieving the goals set forth in the city’s Comprehensive Plan (CP) and Climate Action
Plan (CAP).
The city staff report, however, concluded that based on their permits and data assessments,
residents already invest sufficiently in home safety and energy improvements, making the
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City of Edina • 4801 W. 50th St. • Edina, MN 55424
Annex 1. Comments and additional research regarding staff report.
•We assume that table 2. Actual and Effective Age for Single-Family and Town/Twin Homes (All Homes)
of the staff report is trying to show that houses are newer in Edina. However, for the case of
this program, it is more useful to use the median year of the houses than average. The median
year of houses built in Edina is very similar to that of Bloomington, and houses in Austin are
even newer (both cities have a time of sale energy disclosure programs).
establishment of a Time-of-Sale Energy Disclosure Program unnecessary. Their argument is
based on two key premises: 1) the high cost of implementing a new program and its potential
impact on the city budget, and 2) the belief that resources would be better spent focusing
exclusively on the existing Home Energy Audit Program.
EEC disagrees with these conclusions for the following reasons:
•The proposed program could be self-financed by charging a fee for the necessary
inspections, though we acknowledge that a modest additional budget may be required
from the city.
•As part of our recommendations, we suggest that the Home Energy Audit Program and
the Time-of-Sale Disclosure Program should complement each other. It is important to
note that as the city has highlighted this as a preferred option the current progress
toward its goal is significantly off track. The CAP (Climate Action Plan) target aims for
460 audits per year, yet the city's average over the last decade (2014-2024) has been
just 188 audits annually. To meet the goal, the city will need additional funding for
education and outreach efforts to increase participation.
•To date we have yet to see a plan from the city on how they plan to significantly
increase adoption of the home energy audits in line with the CAP and further can’t
project a path for them to get there that doesn’t require resourcing in time/budgets
significantly beyond what would be required of the Time of Sale.
By implementing a Time-of-Sale Energy Disclosure Program, the city could capitalize on a key
moment in the homeownership process, addressing a market failure related to the lack of
awareness about the importance of energy efficiency.
The program is a win-win-win, since it offers a simple, transparent way for buyers to assess a
home’s energy efficiency, encourages homeowners to invest in energy-saving improvements and
as sellers help them recoup the value of these investments, and lastly supports the city's
broader greenhouse gas reduction goals for the building sector.
Page 399 of 425
City of Edina • 4801 W. 50th St. • Edina, MN 55424
o Median year built:
▪Minneapolis: 19491
▪Portland: 19642
▪Edina: 19683
▪Bloomington: 19704
▪Austin: 19915
•In the document that analyzes the Austin case, figure 1 and 2, shows how the energy efficiency
program in that city Austin did make a difference in the house being sold compare with their
neighboring cities.6
•Portland confirmed that they developed their program from the ground up, focusing exclusively
on energy performance as part of their Climate Action Plan. So far, it has been successful, with
only a few hiccups during the pandemic years.
•Table 3. 2021-2023 Home Energy Audit Data of the report showed that the numbers are far from
achieving the goal of 460 houses per year establish in the climate action plan (Action BE 1-1)7
•On the budget side, the average salary for a building inspector in the state is $78,010 per year,
with the top earner in the Twin Cities area having a yearly payment of $96,000.8
1 https://www.point2homes.com/US/Neighborhood/MN-Demographics.html
2 https://www.point2homes.com/US/Neighborhood/OR/Portland-Demographics.html
3 https://www.edinamn.gov/DocumentCenter/View/8093/02-Community-Profile-Chapter-PDF
4 https://www.bloomingtonmn.gov/sites/default/files/2022-04/2022_Assessing%20Report_0.pdf
5 https://www.point2homes.com/US/Neighborhood/ORAustin-Demographics.html
6 https://e2e.uchicago.edu/pdf/workingpapers/WP044.pdf
7 https://www.edinamn.gov/DocumentCenter/View/12064/Climate-Action-Plan-PDF
8 https://www.careerexplorer.com/careers/building-inspector/salary/minnesota
Page 400 of 425
Final Draft
1
Time of Sale Energy Disclosure Program Report
January 2024
Page 401 of 425
Final Draft
2
Table of Contents
1. Introduction 3
2. Background 3
3. Why Time of Sale of Housing Inspection? 4
4. Case Studies: Austin, Portland, Minneapolis, and Bloomington 6
5. Recommendations 8
6. Bibliography 11
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3
1. Introduction
Across the country, cities and states are increasingly adopting measures requiring disclosure of
the energy efficiency of residential properties prior to them being sold. In the Midwest, states
such as Kansas and South Dakota have adopted energy efficiency disclosure policies for new
construction and cities such as Minneapolis and Chicago have likewise adopted some form
energy efficiency disclosure requirements for residential home sales. The contours and
requirements of these policies vary, but the overarching goal of lowering energy costs, reducing
GHG emissions, and improving the health and safety of communities is a consistent theme
across all these measures. The City of Edina should consider adopting a similar policy to meet
the goals of both its Comprehensive Plan and Climate Action Plan.
2. Background
The state of Minnesota Statute 412.221 gives cities direct authority to protect public health and
safety, and to enact ordinance for fire prevention, allowing the establishment of health and
safety inspections (Minnesota Legislature, 2022). Additionally, under the state building code
Minn. Stat. 326b.121, cities can enact ordinance requiring homes to be kept in good conditions
or good repair. (Minnesota Legislature, 2022)
In 2020, the City Council of Edina formally adopted its decennial Comprehensive Plan (CP)
which, among other things, outlined a vision for Edina on issues related to both housing and
energy and the environment. The Comprehensive Plan noted that, in terms of housing,
“demographic changes are driving a demand for different housing types, including smaller units
which are more affordable, and have lower costs for maintenance, energy, and water” (CP, 4-
16). Relatedly, the Energy and Environment chapter found that Edina’s energy use per capita
was the highest in the region, second only to Bloomington which has already enacted a time of
sale disclosure requirement. As a result, the plan concluded that continued focus on improving
energy efficiency “will be critical to reducing emissions and keeping costs down” (CP, 8-4, 8-5)
(City of Edina, 2018)
Shortly after the adoption of the Comprehensive Plan, in 2021, the city of Edina published and
approved its Climate Action Plan (CAP). The plan set a Greenhouse gas (GHG) reduction goal
compatible with the Paris Agreement, targeting reductions in City operation and community
wide emissions of 45% below 2019 levels by 2030 and achieve net zero emissions by 2050 (Pale
Blue dot LLC, 2021).
To achieve those goals, the CAP identified 200 actions in an eight-section framework, including
Section 3 on buildings and energy. The plan proposed 8 strategies in this area, with a goal of
reducing total community wide GHG emissions by 40% over 2019 levels in the Building and
Energy sector (CAP, p3-6). In addition, section BE1 articulates a goal to “improve total
community wide residential, commercial, educational, and industrial building energy efficiency
by 15% for electricity and 15% for Natural Gas by 2030”, which includes action BE 1-13 to
“establish a performance rating/labeling program for all homes listed for sale or rent so that
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4
owners, tenants and prospective buyers can make informed decisions about energy cost and
carbon emissions.”
2.1. Housing in Edina:
In 2020, Edina had 23,862 housing Units, with 59% of those units built between 1950- 1979,
with median year structures built in 1968 (U.S. Census Bureau, 2020). Around 70.5% of the
housing stock is owner occupied, 62% being single family (56 % single-family detached and 7%
single-family attached or duplex) and 38% multifamily units (City of Edina, 2018).
For the most part, buildings in the city are in average to good conditions. However, sales
statistics demonstrates that in the last 6 years, between 2016-2021 around 14.5% of the houses
being sold have been demolished. See table 1.
Table 1. Houses sold and demolished, City of Edina.
Year Edina # of SF home sales Edina # SF demo
permits
% demo’d
2016 545 91 17%
2017 552 88 16%
2018 479 71 15%
2019 534 64 12%
2020 513 72 14%
2021 629 66 11%
Source: Edina’s city staff (assessing division and building department).
While Edina may see a relatively high rate of homes demolished, most of the existing housing
stock is over 40 years old, thus predating decades of energy efficient technologies and policies.
3. Why Time of Sale of Housing Inspection?
Information disclosure is key when you are making decisions, especially when that decision is to
invest on an asset as significant as a house. Key information related to health, safety and energy
consumption is paramount to homebuyers because it enables more informed decisions.
Inadequate information about a home’s energy inefficiency is widely understood as a market
failure (Jaffe, Newell, & Starvis, 2004). The lack of information about energy efficiency dis-
incentivizes potential seller investments in efficiency improvements for fear of not recovering
their investments, while shielding potential buyers about home characteristics that can lead to
substantial long-term savings (Cassidy, 2019). In the absent of a public policy intervention in the
form of a time of sale requirement, the market failure of inadequate information may continue
unabated and threaten the Edina’s ability to meet goals outlined in both the Comprehensive
Plan and Climate Action Plan.
The potential benefits of time of sale disclosure and housing inspection programs are
documented and likely why municipalities across the country are adopting similar policies
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5
(Myers, Puller, & West, 2019). Those benefits include, but are not limited to, increased
investment in energy efficiency by homeowners, reducing homeowner energy costs, making
housing more affordable1, reducing Greenhouse gas emissions, improving the health and safety
of residents, and increasing the value of residential property.
Adoption of a time of sale housing inspection would make Edina’s policies consistent with
neighboring municipalities. Several nearby cities mandate what is known as a Truth-in Sale of
housing (TISH) inspection which is focused on the risks to life and /or health the property might
have. These ordinances required every home seller to have a pre-inspection completed by a
licensed inspector before they list their property for sale. The TISH inspections are paid by
sellers and are different than the standard inspections performed for and paid by most buyers.
Depending on the cities, the inspection may vary but most include checking hazards related to
smoke detectors, railing, plumbing, electrical, etc. Currently, cities with TISH mandates include
Bloomington, Golden Valley, Maplewood, Minneapolis, New Hope, Richfield, Robbinsdale, Saint
Louis Park, Saint Paul, South Saint Paul.
Both Minneapolis and Bloomington have expanded their TISH inspection to include energy
disclosure in 2020 and 2022, respectively. By adding the energy component, homeowners have
a road map of improvements that can improve comfort, save energy, and cut costs.
3.1. Residential Disclosure Policy Options: Asset Rating v. Operation Rating
As the Center for Energy and Environment (CEE) mentioned in its report Transforming the
Market for Energy Efficiency in Minneapolis: Recommendation for Residential Energy Efficiency
Rating and Disclosure (CEE, 2018), “there are two basic methods to benchmark the efficiency of
homes: based on a home’s actual energy bills (operation) or based on a home’s physical assets
related to its energy performance (asset rating)”.
Based on the research of CEE, our analysis and interviews done with different cities, and lastly
our interest to include the Health and Safety components, we decided to focus on the asset-
based rating, which considers the home’s physical assets. This approach evaluates the level of
insulation as well as the efficiency of furnace and a/c, providing objective information on the
energy performance of the home, and its results can be used to compare to other homes. This
approach also provides actionable information on what can be done to improve the efficiency
of the home.
As previously noted, there are several cities in the Metropolitan Area of the Twin Cities that
have Truth-in Sale housing inspections, which focus on health and safety components. Two of
them, Bloomington and Minneapolis have also included the energy disclosure component as
part of its inspection. It is important to mentioned that in these two cities, the health and safety
1 “The average homeowner spends up to $2500 per year on energy bills. Energy efficiency upgrades can reduce
homeowner’s energy costs by 20-45%, while creating comfort, safety, and quality of life benefits.” CEE, 2018.
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remarks make on the inspection need to be address by the seller before selling the house, while
the energy component is only a disclosure component, and it doesn’t have to be addressed.
There are also other programs around the country that have focus solely on the energy
component like the ones established by Portland, Oregon and Austin, Texas.
4. Case Studies: Austin, Portland, Minneapolis, and Bloomington
Over the last several years, there has been an explosion in residential energy disclosure policies
being adopted by states and municipalities. Over ten states and 30 major cities have adopted
such policies in the last decade, not to mention smaller cities and municipalities. This section
explores in more details the four programs, analyzing their pros and cons to have a baseline of
information that can help tailor the type of program that will be more beneficial to the city of
Edina. Table 2, in page 10 is a resume of the four programs being evaluated.
4.1. Austin, Texas
Austin’s Energy Conservation Audit and Disclosure (ECAD) ordinance went into effect in June
2009 and was amended in 2011 to push the disclosure timing to at least 3 days before the close
of the option period, during which the prospective buyer may legally cancel their contract to
purchase the home penalty- free.
The program is managed by Austin Energy, the community owned utility of the city (Austin
Energy, 2023). The program applies to residential properties with four of fewer dwellings that
are sold within Austin city limits, which are 10 years or older, and are serviced by Austin Energy.
The energy audit report must be disclosed at time of sale remains valid for ten years. Home
sellers are exempt if they do not meet one or more of the conditions.
All audits are conducted by certified professional technicians who have been trained by Austin
Energy and are approved contractors for the program.
Although compliance is officially mandatory for all encompassed property sales, in practice, few
resources are dedicated to enforcement and compliance is incomplete – about 60% of targeted
homes comply. Noncompliance can result in financial penalties from $500-$2000, but penalties
for non-compliance have almost never been incurred, since it is not in the mission of Austin
Energy to track or enforce compliance.
The cost of inspection is around $100-$300, depending on the size of the house.
4.2. Portland, Oregon
Portland established its Home Energy Score Policy in 2016 through the adoption of its
ordinance on Residential Energy Performance Rating and Disclosure, as a results of its 2015
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7
Climate Action Plan, since residential buildings contributed to nearly half of the emissions from
buildings in the city (City of Portland, 2015).
The program requires that all single-family home sellers in the city obtain and disclose a Home
Energy Report estimating the energy-related use, associate cost, and cost-effective solution to
improve the home efficiency.
The policy has been in place since 2018, and in the year between passing of the ordinance and
the start of its implementation, city staff built a network of home energy assessors trained by
Earth Advantage, a non-profit, to perform the inspections. By doing so they made sure that this
new requirement didn’t generate any disruption in the house market.
Realtors were also trained regarding the new policy, and although they complained that the
new requirement could delay the process of selling the properties, once the ordinance passed,
they embrace it and are now the ones pushing the sellers to comply with it. The report must be
included in any listing or public advertising.
The cost for the city in a yearly basis is around 200,000 USD, which includes mainly wages of the
staff running the program, fees paid to Earth Advantage to train, manage and certify the
network of assessors (30,000-40,000 USD) and the low-income homeowners inspections, that
cost around 7,000 USD.
The assessors use the National Home Energy Score (HES) tool from DOE as their scoring tool
and data gets collected according to this process. The complete process, which includes
gathering the data, uploading the score in the mapping software and disclose the information
on the webpage takes less than a week.
The energy program doesn’t apply to renters of single-family house or multifamily. However,
they do need to comply with state requirements related to health and safety like having a gas
stove or furnace, and access to cooling.
Noncompliance can result in a financial penalty of $2000, but penalties for non-compliance
have almost never been incurred, since the sending of a warning have made homeowners
comply with the ordinance.
They current compliance rate is between 50-60% and they aiming to at least 80%.
4.3. Bloomington, MN
Bloomington established its Time-of-Sale Housing (TOS) evaluation more than 25 years ago, and
include the energy component in April 2022, through an amendment of their 1995 ordinance.
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8
The program requires that all dwelling, including single- family, accessory, two-family, multiple-
family and manufacture homes complies with the Time-of-sale evaluation before it offered for
sale. If the house will be torn down, no inspection is required.
When the policy started and only focused on health and safety, contractors licensed by the city
were the ones in charge of the inspections. However, since the energy component was included
and due to a high number of complaints, they switch to in-house inspection. By having
oversight of the program, they have control of the inspections and can make sure they are done
more effective and efficient. For the energy disclosure component, they use a software
developed by CEE, and include both a/c and water heater.
They city staff in charge of the program includes an office coordinator and 3 inspectors, which
have been train both by CenterPoint and the Center for Energy and Environment (CEE). In a
regular basis, inspectors will do checks on sales and look for the TOS, if one wasn’t done, they
will send email notifying violation of ordinance.
The cost of the inspection is of $255, which $5 going to CEE to support training and the rest to
the city.
4.4. Minneapolis, MN
Minneapolis is one of the Twin cities that mandated the Truth in Sale (TISH) inspection, but it
was until January 2020 that energy data started to be collected as part of this inspection
(Minneapolis, 2022).
Properties like single-family houses, duplex, townhouses, and first-time condominium
conversion requires the TISH evaluation before selling them.
The inspections are done by 3rd party evaluator, who have always been doing the home
inspections in the city. With the energy components added they are now required to go
through ongoing yearly training to maintain their credentials.
One of the main challenges they faced was the opposition from the realtors, but once the
program started, they have been supportive.
The compliance of the program is one of the highest of the 4 cities studied with 70-80%. This
since they monitor MLS and force owners to take down their listing if the disclosure has not
been conducted.
The cost of the inspection is between $200-300, depending on the evaluator used and the size
of the house.
Page 408 of 425
Final Draft
9
5. Recommendations
The Vision Edina strategic framework noted that community residents and stakeholders
“believe that Edina can take an active and ambitious internal and regional leadership role in
embedding environmental stewardship principles through actions” such as “smart building and
energy efficiency practices.” The Comprehensive Plan and the Climate Action Plan built on this
commitment to residents and stakeholders by committing to policies that improve the
affordability of housing in Edina by reducing the costs of energy and reduce Greenhouse gas
emissions by improving energy efficiency practices.
The cities studied showed that certified energy efficiency residential audits capitalized energy
efficiency and leads to residential investment in energy saving technologies. These programs
also show that energy improvements can be linked to existing rebate programs. In the case of
Minneapolis, 33% of all the rebated energy improvements completed in 2021 were done by
residence that had received an energy disclosure report (CEE, 2023).
Adoption of a time of sale initiative is a logical first step into fulfilling the vision of both the CP
and the CAP.
If a time of sale initiative is to be adopted by the City of Edina, the Energy and Environment
Commission recommends that:
● Health, Safety, and Energy: The Time of Sale Initiative developed by the city needs to
include both health & safety and energy components.
● Housing Types: Should include all single-family homes, duplex, and townhouses being
sold in the city.
● Inspections: Both inspections schemes, in-house or third party, could work for the city.
The decision will depend on human resources cost, that eventually could be cover by
part of the fee pay for the inspections.
● Criteria: Considering the median year of houses built in the city is 1968, and that this
initiative will only focus on houses being sold it should be complemented with the Home
Energy Squad Initiative, to help the city achieve their climate action goals.
● Financing: the energy efficiency improvements resulted of the inspections could be
linked to Edina’s Community Climate Action Fund that seeks to help residence complete
high-impact energy efficiency projects (City of Edina, 2023), or to other rebates
programs available through utilities or at the state level.
● Enforcement: Several of the cities reviewed do have enforcement policies, but in
practice there is little to no enforcement of the policy. Nevertheless, compliance is
relatively high, and seemingly getting higher as the programs are in place longer.
Page 409 of 425
Final Draft
10
Table 2. Residence disclosure policies studied.
Jurisdiction Name Enacted/
Effective
Component
s
Type of
homes
Trigger
Inspection Cost for the
city (yearly)
Cost
for
seller Sale Rent
Austin, TX Energy
Conservation
Audit &
Disclosure
(ECAD)
2009/
2011
Energy Properties with
four or fewer
dwellings
X 3rd party
inspection
NA $100-
300
Bloomington,
MN
Time-of-Sale
(TOS)
1995/
2022*
Health &
Safety,
Energy
Single- family,
accessory, two-
family, multiple-
family and
manufacture
homes
X In house
inspection
$435,000**
*
$250
Minneapolis,
MN
Truth in Sale
(TiSH)
1995/
2020**
Health &
Safety,
Energy
single-family
homes, duplex,
townhouses,
and first-time
condominium
X X 3rd party
inspection
NA $255
Portland, OR Home Energy
Score
2016/
2018
Energy Single-family
homes
X 3rd party
inspection
$200,000++ $200-
300
* In 2022 the included the energy component
** In 2020 they include the energy component
*** This is an estimate and includes 3.5 full- time inspectors, support from their sustainability coordinator and a fee paid to CEE per house inspected.
++ Include wage of staff running the program, payment to Earth Advantage and the inspections for low-income homeowners.
Page 410 of 425
Final Draft
11
6. Bibliography
Austin Energy. (2023, 12 01). ECAD Ordinance. Retrieved from Austin Energy:
https://austinenergy.com/energy-efficiency/ecad-ordinance/ecad-for-residential-
customers
Cassidy, A. (2019, July 13). How Does Mandatory Energy Efficency Disclosure Affect Housing
Prices? . Retrieved from SSRN: https://ssrn.com/abstract=3047417
CEE. (2023, 03). Time of Sale Energy Disclosure. Minneapolis, MN, USA.
CEE. (2018). Transforming the Market for Energy Efficiency in Minneapolis: Recommendations
for Residential Energy Efficiency Rating and Disclosure. Minneapolis: CEE.
City of Edina. (2018). 2040 Comprehensive Plan. Edina: City of Edina.
City of Edina. (2023). Community Climate Action Fund. Retrieved from
https://www.edinamn.gov/1929/Community-Climate-Action-Fund
City of Portland. (2015, 06). City of Portland. Retrieved from Climate Action Plan:
https://www.portland.gov/bps/climate-action/documents/2015-climate-action-
plan/download
Jaffe, A. B., Newell, R. G., & Starvis, R. N. (2004). Economics of Energy Efficiency. Encyclopedia
of Energy, 79-90.
Minneapolis. (2022, 02 25). City of Minnepaolis. Retrieved from Energy disclosure report:
https://www.minneapolismn.gov/resident-services/property-housing/buying-
selling/tish/energy-disclosure-report/.
Minnesota Legislature. (2022). Office of the Revisor of Satutes. Retrieved from
https://www.revisor.mn.gov/statutes/cite/326B.121.
Minnesota Legislature. (2022). Office of the Revisor of Statues. Retrieved from
https://www.revisor.mn.gov/statutes/cite/412.221
Myers, E., Puller, S., & West, a. J. (2019, October). Effects of Mandatory Energy Efficiency
Disclosure in Hosuing Markets. Retrieved from University of Chicago:
https://e2e.uchicago.edu/pdf/workingpapers/WP044.pdf
Pale Blue dot LLC. (2021). Climate Action Plan. Edina: City of Edina.
U.S. Census Bureau. (2020). United States Census Bureau. Retrieved from
https://data.census.gov/profile/Edina_city,_Minnesota?g=160XX00US2718188#housing
Page 411 of 425
Date:November 12, 2024
To:Mayor and City Council
From:Marisa Bayer, Sustainability Manager
Nate Borwege, Chief Building Official
Chad Millner, Director of Engineering
Subject:Time of Sale Inspections and Energy Disclosure Policy
Staff Recommendation: Do not adopt a Time of Sale policy.
Information/Background
The Energy and Environment Commission (EEC) completed a “Time of Sale Energy Disclosure Program
Report” as part of their 2023 work plan, and approved the report at their February 8, 2024 meeting. A
TOS policy aligns with Edina’s Climate Action Plan Strategy BE 1-13, “Establish a performance
ratings/labeling program for all homes listed for sale or rent so that owners, tenants and prospective
buyers can make informed decisions about energy costs and carbon emissions. Rating program to
require Energy Audit/Energy Efficiency Program participation.”
This staff report is a response to the EEC’s report and includes a summary of existing policies, Edina
permit and housing stock data, and implementation considerations.
Time of Sale Inspections
Time of Sale (TOS), Point of Sale (POS) and Truth in Sale Housing (TISH) are local government policies
that require an inspection to be completed before a home can be listed or sold. The goal of these
policies is to ensure safety and quality of residential properties. These inspections are in addition to
private inspections typically completed during a real estate transaction at the discretion of a buyer.
These policies require inspection of the health and safety of a home as it relates to building code,
submission of the inspection report to city staff, and in most cases, require remediation of hazardous
issues before a home can be listed or sold. This differs from typical private home inspections where an
item flagged by the inspector is not required to be remediated by the local government agency.
Page 412 of 425
STAFF REPORT PAGE 2
Eleven metro cities require some sort of pre-sale inspection of the home. Robbinsdale, cited in the EEC
report, repealed their policy in 2024 due to diminishing value of the policy because of repeat
inspections of the same homes and a decrease in the number of hazards being identified. Columbia
Heights, not cited in the EEC report, adopted a TOS policy in 2024 to address unpermitted and
unlicensed work completed by “housing flippers” that create hazards for new homeowners and to
address sewer inflow and infiltration issues. Appendix 1 summarizes existing and repealed policies in the
metro area.
Energy Disclosure
Minneapolis and Bloomington include energy disclosure as a component of their policies. Energy
disclosure is an additional report that provides an “energy score” of the home’s energy efficiency, plus
improvements to increase a home’s score. Unlike health and safety hazards, cities cannot require
improvements to the mechanical equipment or building envelope.
Both cities worked with the Center for Energy and Environment (CEE) to update their existing time of
sale inspection policies to create energy disclosure criteria and inspection processes. CEE also
supported realtor engagement and evaluator training on the new criteria. Both cities currently contract
with CEE to generate energy disclosure reports in coordination with home evaluators, publish energy
scores and support policy education and outreach.
Policy Need
Staff collected permit, assessing and energy audit data to understand the quality of Edina’s housing stock
and what value a pre-sale inspection might add to identify potential health, safety and energy
improvements.
Permit & Assessing Data
Building Inspections gathered 2021–2023 permit data for single-family and town/twin homes to
understand the level of investment being made in Edina’s residential housing stock. There are 12,533
single-family and 1,005 town/twin homes in Edina. Permit data indicates that residents are actively
investing in their homes, including upgrades to items that would be evaluated in an energy disclosure
report (e.g., heating and cooling systems, building envelope). Although insulation only permits are low,
projects often upgrade insulation as part of a building permit, which is not tracked separately, or in
some cases, might upgrade insulation without permit approval.
Table 1. 2021-2023 Permit Data for Single-Family and Town/Twin Homes
Permit 2021 2022 2023 Total 3-year
Average
Demos 66 55 52 173 58
New Homes 68 62 57 187 62
Window/Door Replacements 475 378 350 1,203 401
Insulation Only 15 9 6 30 10
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STAFF REPORT PAGE 3
Permit 2021 2022 2023 Total 3-year
Average
Furnace/AC's 825 915 827 2,567 856
Boilers 20 12 23 55 18
Water Heaters 551 587 583 1,721 574
As part of the property valuation and market value determination process, assessors determine the
property’s “effective age,” which is a way to state the age of the property based on its current condition
rather than its actual age (i.e., year built). For assessing purposes, maintenance items like roofs and
HVAC systems do not change a property’s effective age. Assessing data complements the permit data by
illustrating that although the average year built for Edina’s single-family and town/twin-home housing is
closer to 1960s and 1970s respectively, the level of investment being made shows a newer, higher
quality and condition of Edina’s homes.
Table 2. Actual and Effective Age for Single-Family and Town/Twin Homes, All Homes
Property Type Average Actual
Age
Average Effective
Age
Average
Difference
Single-Family 1962 1991 27
Town/Twin Home 1977 1993 15
Energy Audit Data
The City of Edina partners with CEE, Xcel Energy and CenterPoint Energy’s home energy audit
program implementer, to provide discounted audits to residents who live in 1–4-unit homes. During a
home energy audit, energy experts inspect the home’s insulation, heating and cooling systems and
water heater to provide an energy savings plan report with recommended energy-saving upgrades and
associated rebates and incentives to help cover project costs. The cost for a home energy audit
includes advisor services to support project implementation.
In the past three years, 565 homes received a home energy audit with 73% of those visits resulting in at
least one recommendation to invest in their home’s energy efficiency (Table 3). The most common
recommendation is insulation and air sealing (Table 4). Permit data in Table 1 complements CEE’s audit
recommendation data by demonstrating that investments in these types of recommendations are being
made in Edina; however, the most common recommendation–insulation–doesn’t have the same level of
investment based on permit data alone.
Table 3. 2021-2023 Home Energy Audit Data
Audits 2021 2022 2023 Total 3-year
Average
Total Number of Audits 157 183 225 565 188
Audits Receiving Recommendations 94 144 173 411 137
Page 414 of 425
STAFF REPORT PAGE 4
Table 4. 2021-2023 Home Energy Audit Recommendations
Audit Recommendations 2021 2022 2023 Total 3-year
Average
Water Heater 35 53 71 159 53
Cooling System 41 60 50 151 50
Insulation and Air sealing 77 96 135 308 103
Heating System 31 50 43 124 41
Policy Development & Implementation Considerations
If City Council directs Staff to move forward with a TOS inspection policy, Staff time will be needed to
determine inspection evaluation and energy disclosure criteria, plus time to hire staff, create internal
processes and forms and make software improvements. In addition, Staff time for engagement with
realtors, brokers, home evaluators and other interested parties is recommended for policy education.
Scope
If City Council directs Staff to move forward with a TOS inspection policy, Staff recommend the
following when it comes to policy scope:
•Require inspection prior to closing (e.g., time of sale or point of sale inspection policy) to avoid
confusion or debate about what the definition of listing is or when a listing is effective.
•Applicable to single-family homes and town/twin homes with exceptions for planned
demolitions, new construction (first owner) and public transfers to stay consistent in its scope
with neighboring cities to reduce confusion.
•Include a provision that only items posing an immediate hazard to the occupants of the
structure are required to be repaired. Allow transfer of hazardous repairs to the buyer with
city approval, an escrow and timeline requirement to ensure repairs are completed.
•Inspection to evaluate health and safety hazards, with an energy disclosure inspection
component. The specific criteria to be evaluated would need to be determined during a policy
development process.
Budget and Staffing
Inspection implementation varies—some cities have dedicated inspectors on staff to complete the TOS
inspection, and others approve or license home evaluators and allow home sellers to choose from that
list with staff managing the licensing and documentation for the policy. There are approximately 670
single-family and town/twin home sales annually. Staffing will need to cover conducting or reviewing
inspections for a majority of those home sales dependent on policy structure.
Staff estimate that for in-house implementation, where staff inspect properties and issue certifications,
2 FTE are needed, costing approximately $205,573 to $258,474 annually, plus a one-time cost to
purchase inspection equipment (e.g., tools, ladders) and vehicles that are not currently budgeted. This
estimate is based on the number of property sales and providing timely inspections, staffing levels other
Page 415 of 425
STAFF REPORT PAGE 5
cities have when implementing internally, and the current capacity of Building Inspections. The staff
costs for doing inspections in-house could be recouped through an inspection fee, but a fee to fully
cover staffing costs might be higher than peer cities with similar policies and in-house implementation.
Supplemental staff time would be required from the Chief Building Official and Sustainability Manager to
oversee policy implementation and from central services staff for related software maintenance.
For a policy that requires third-party inspections, staff recommend that at least one FTE be hired to
manage implementation, license inspectors, educate the community and realtors, review inspection
reports, and issue certifications. These staff costs are estimated to be $102,670 to $129,237 annually,
which can be partially recouped through a licensing fee. This model would also require staff time to
create licensure criteria and processes. Supplemental staff time would be required from the Chief
Building Official and Sustainability Manager to oversee policy implementation and from central services
staff for related software maintenance.
Minnesota cities with energy disclosure (Minneapolis and Bloomington) have an annual professional
services agreement with CEE to implement the energy disclosure portion of their policy. This cost is
estimated to range from $15,000–$75,000 a year that is currently not budgeted. If a policy were
adopted that included energy disclosure, Staff recommend hiring CEE or other firm to provide similar
implementation services.
In addition to budget for staffing and energy disclosure consultant services, a to-be-determined cost will
need to be budgeted for software to collect documentation and track policy compliance.
Conclusion
Several peer cities have TOS, POS or TISH policies to ensure safety and quality of residential
properties, with two cities including energy disclosure to help potential buyers understand the energy
performance of a home. Based on Edina permit and assessing data, residents are actively investing in
their home’s safety and quality, and upgrading heating systems, cooling systems and the building
envelope to increase energy performance. In addition, Edina’s discounted home energy audit program
has resulted in more than 560 home energy audits in the past three years, giving homeowners insight
into their home’s energy use and an energy savings plan to make upgrades.
Based on the data available, Staff do not recommend adopting a TOS policy. To continue to prioritize
energy efficient investments, including building electrification and renewable energy, the City should:
•Continue its discounted home energy audit program, exploring ways to target outreach to
older housing stock and properties who haven’t upgraded their HVAC systems and increase
participation.
•Expand funding for its Community Climate Action Fund to support more residential efficiency
upgrades and home electrification projects.
Page 416 of 425
STAFF REPORT PAGE 6
Appendix 1: Summary of Minnesota City Time of Sale (TOS), Point of Sale (POS) and Truth in Sale Housing (TISH) Policies
The following data was collected by Staff from city websites and education materials.
City Type Scope Rating Energy
Disclosure
Remediation
Requirement
Remediation
Transferability Certification Exemptions Implementation Cost
Bloomington TOS
Single and two-
family dwellings,
condominiums,
townhouses and
mobile homes
Hazards Yes Hazards
Yes
Consent from city
required
Certificate of
Compliance
Multifamily,
demos, first
owner, public
transfer
In-house $250
Brooklyn
Park
Repealed 2013
Repealed due to perceived value of program and duplication with independent home inspections completed by buyers
Columbia
Heights TOS
Single, two-, and
three-family
dwellings,
condominiums,
townhouses,
and mobile
homes
Hazards Hazards
Yes
Consent from city
and cash escrow
from buyer
required
Certificate of
Property
Maintenance
Multifamily,
demos, first
owner, public
transfer
In-house
$160;
$25 for
additional
unit
Crystal Repealed 2015
Repealed due to perceived value of program and duplication with independent home inspections completed by buyers
Golden Valley POS
All properties
without I/I
Compliance
Certificate
Inflow and
infiltration
deficiencies
Deficiencies n/a Certificate of I/I
Compliance In-house
$250
residential
$750
commercial
Hopkins Repealed 2020
Repealed due to budget cuts, staff time to ensure compliance and avoid closing delays, and duplication with independent home inspections completed by buyers
Page 417 of 425
STAFF REPORT PAGE 7
City Type Scope Rating Energy
Disclosure
Remediation
Requirement
Remediation
Transferability Certification Exemptions Implementation Cost
Maplewood TISH
Single, two-, and
three-family
dwellings,
condominiums,
townhouses
At or
below
ordinance
standards
Ordinance
violations n/a Disclosure
report Mobile homes Licensed 3rd party
evaluators
Depends
on
evaluator;
$130
licensing
fee
Minneapolis TISH
Single-family
houses
Duplexes
Townhouses
First-time
condominium
conversions
Hazards Yes Hazards
Yes
Submit transfer
form to city and
complete repairs
within 90 days of
closing
Certificate of
Approval
Certificate of
Completion
(for
transferability)
Licensed 3rd party
evaluators
Depends
on
evaluator
Mounds View POS
All properties
without I/I
Compliance
Certificate-
Sewer line only
Inflow and
infiltration
deficiencies
Deficiencies n/a Certificate of I/I
Compliance 3rd party evaluators
$150 plus
evaluator
cost
New Hope POS
Single-family
homes,
condominiums,
townhomes,
cooperatives,
and apartment
buildings
Code
compliance Code violations
Yes
Consent from city
and cash escrow
from buyer
required
Certificate of
Property
Maintenance
In-house
$160 per
unit;
$20 for
each
additional
unit in MF
Richfield POS
Single family and
two-family
homes,
condominiums
Code
compliance
Code violations
for code year
built; immediate
hazards
Yes
Consent from city
and cash escrow
from buyer
required
Certificate of
Housing
Maintenance
In house $100-230
Robbinsdale Repealed 2024
Repealed due to costs, diminished need for program and repeat inspections due to property resales
Page 418 of 425
STAFF REPORT PAGE 8
City Type Scope Rating Energy
Disclosure
Remediation
Requirement
Remediation
Transferability Certification Exemptions Implementation Cost
Saint Paul TISH
Single family,
duplex,
condominium,
and townhomes
Hazards
Disclosure only
SF must have
HWSD/A
n/a Disclosure
report
Immediate
family transfer,
first owner,
public transfer,
demos
Licensed 3rd party
evaluators
Depends
on
evaluator
St. Louis Park POS
Single family and
two-family
homes,
condominiums
Code
compliance Code violations
Yes
Consent from city
and cash escrow
from buyer
required
Certificate of
Property
Maintenance
In house $170-360
South St.
Paul TOS
Single family,
two-family, and
multiple-family
dwellings
Hazards Hazardous
Yes
Submit transfer
form to city and
complete repairs
within 30 days of
closing
Letter
Demos, first
owner, public
transfer,
transfer to
family
Licensed 3rd party
evaluators
Depends
on
evaluator
Page 419 of 425
Follow Up Questions from Nov. EEC Meeting
•Can Edina adopt a TOS policy that only applies to homes of a certain
age?
•How many homes in Edina have not been upgraded? E.g., how many
haven’t pulled a permit
•How many home energy audits/visits have occurred in Edina? Can we
go further back than the 3 years provided?
•What’s the policy impact in Bloomington and Minneapolis (two cities
with Energy Disclosure)?
Page 420 of 425
Can Edina adopt a TOS policy that only applies to homes of a
certain age?
•City would need to make case that older homes are more dangerous to
health, safety and welfare than newer homes
•City Attorney does not think we can make a persuasive argument on this
Page 421 of 425
How many homes in Edina have not been upgraded?
E.g., how many haven’t pulled a permit
•Since April 2003, 89 single family homes have not pulled a building, mechanical or plumbing permit
•Permits could have been pulled earlier than 2003 for these homes (e.g., mechanical permit in 2002)
•2003 date chosen because it is when Minnesota adopted 2000 International Residential Building Code with Amendments
•This was a major code change/adoption coming from the 1997 Uniform Building Code
Actual Age
(Decade Built)
Count of
Homes
Avg. Difference
Between Actual Age
and Effective Age
Before 1950 21 44
50s 33 15
60s 21 9
70s 7 4
80s 2 0
90s 1 0
00s 2 0
10s 2 0
Comparing Actual Age to Effective Age for 89
Homes with No Permit Since Apr. 2003
Data provided by Edina Building and Assessing
Departments
Page 422 of 425
How many home energy audits/visits have occurred in Edina?
Program 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023
Total
over
Period
Average
over
Period
Home Energy Squad 98 122 145 148 173 138 112 139 171 207 1,453 145
Low-income
Home Energy Squad - - - 1 2 139 6 18 12 18 196 20
Home Energy Savings
Program 10 32 73 6 7 14 6 35 30 18 231 23
Annual Total 108 154 218 155 182 291 124 192 213 243 1,880 188
Data provided by Center for Energy and Environment and Xcel Energy’s Partners in Energy
Page 423 of 425
Insulation Projects
•Staff requested additional data from CenterPoint and Xcel Energy about
insulation rebates
•Utilities only report projects that receive a rebate
•Not all insulation projects are rebate eligible (rare but can happen)
•Minimum improvement thresholds, must use pre-qualified contractor
Insulation
Rebates 2017 2018 2019 2020 2021 2022 2023
Total
over
Period
Average
over
Period
CenterPoint
Energy 80 62 78 88 91 49 167 615 88
Xcel Energy 0 1 0 4 5 6 16 32 6
Data provided by CenterPoint Energy and Xcel Energy Partner’s in Energy
Page 424 of 425
What’s the policy impact in Bloomington and Minneapolis
(two cities with Energy Disclosure)?
Minneapolis
•Existing Truth in Sale Housing Policy updated in 1998 from
older policy; Energy Disclosure added in 2020
•Not a heavy operational lift to add energy to existing
program to leverage in a new way, did result in new budget outlay for CEE services
•Noted larger breadth of housing stock and quality (larger
swing between age and quality than suburban)
•Hard to draw conclusions from the data, trying to draw
correlation between Energy Disclosure and utility rebate
projects
•The longer a home has had a report, the higher chance
they've completed a heating upgrade project, but possible that equipment has failed or was at a point of replacement
(natural cycle of furnace/boiler replacement vs. inspiration
from Report)
•Insulation installs consistently over time, found there is
more value to learn they don't have insulation vs. other efficiency information in Report
•Seeing correlation in data but unsure on causation
Bloomington
•Time of Sale policy adopted in 1995; Energy Disclosure
started in 2022
•In-house inspections for TOS, already investing time and
budget into program so adding a few more energy components made sense
•Biggest benefit is the additional channel for outreach and
pairing with Welcome to Bloomington program and existing
Sustainability outreach
•CenterPoint is a former partner and was going to provide
conversion rates by property, but only got 1-year of data and
it was the first year, so no impact shown
•Working to create internal process to connect data and measure impact
•Insulation permit not required in most cases, so unsure of how they will track that impact
•If they didn’t have an existing program, less likely to move forward with something like this
Input provided by Minneapolis and Bloomington sustainability staff
Page 425 of 425