HomeMy WebLinkAbout05-18-2026
AGENDA
CITY COUNCIL MEETING
May 18, 2026 - 6:00 PM
City Hall Council Chambers
Members of the public can participate in person at Lakeville City Hall, 20195 Holyoke Avenue. The mayor will allow for public
comments and questions at the appropriate time.
The City Council is provided background information for agenda items in advance by staff and appointed commissions,
committees, and boards. Decisions are based on this information, as well as City policy, practices, input from constituents, and a
council member’s personal judgment.
1. Call to order, moment of silence and flag pledge
2. Roll Call
3. Citizen Comments
4. Additional agenda information
5. Presentations/Introductions
a. New Police Officer Introductions
b. Fire Department Quarter One Presentation
c. Business Spotlight — Lakeview Bank
6. Consent Agenda
a. Check Register Summary
b. Minutes of the 05/04/2026 City Council Meeting
c. Minutes of the 04/27/2026 Special Joint City Council Meeting WIth Lakeville Public
School District 194
d. Joint Powers Agreement with Credit River
for Judicial Road Pavement Preservation and Maintenance
e. Resolution Accepting Donation From Gary and Carole Turner
f. Certificate of Completion related to Interstate South Logistics Park
g. Supplemental Agreement with WSB
Page 1 of 230
City Council Meeting Agenda
May 18, 2026
Page 2
for Professional Services for Rough Fish Management on East Lake
h. Confirmation of Planning Commission Chair
i. Approval of Summary Ordinance for Publication on Local Lodging Tax Ordinance
Amendments
j. Resolution of Support for the City's Safe Streets for All (SS4A) Grant Application
k. Labor Agreement between IAFF Lakeville Professional Firefighters and City of
Lakeville
l. Supplemental Agreement with SEH
for Professional Services for 179th Street and Glacier Way Traffic Signal
m. FiRST Center Rental Agreement
n. Resolution Appointing Members to Advisory Boards, Committees and Commissions
o. Agreement with Alpha Video and Audio Inc. for Presentation System Replacement
and Audio Network Switch
p. Amend 2026 General, Debt, Capital, Internal Service Fund Budgets
q. Agreement with Xcel Energy for Streetlight Replacement on Jutland Place
r. Quote for Garage Door Replacement at the Holyoke Water Tower
s. Kueber Coffee Minnesota, LLC Conditional Use Permit
t. Accepting Phase 2 Bids for the New Fire Station 2
7. Action Items
a. Interstate South Logistics Park Fourth Addition preliminary plat and conditional use
permit
8. Unfinished Business
9. New Business
New Business items are intended for informal City Council discussion and will not begin before 6:30 p.m. The Council may provide
direction to staff but will not take formal action on these matters.
a. Review Q1 2026 Financial Reports
10. Council/Committee Updates
11. Announcements
a. Next City Council Meeting Monday June 1, 2026
12. Adjourn
Page 2 of 230
Date: 5/18/2026
Fire Department Quarter One Presentation
Proposed Action
Staff recommends adoption of the following motion:
Overview
Supporting Information
None
Financial Impact: $ Budgeted: No Source:
Envision Lakeville Community Values:
Report Completed by:
Page 3 of 230
Date: 5/18/2026
Check Register Summary
Proposed Action
Staff recommends adoption of the following motion: Move to approve the Check Register
Summary.
Overview
Checks 329462 - 329597 $4,340,684.51
ACH/EFT 25199 - 25343 $2,553,298.40
Total $6,893,982.91
The City Council receives a list of expenditures paid (claims detail), which is available to the
public upon request. The City serves as the fiscal agent for Lakeville Arenas and Dakota 911 and
processes their accounts payable and payments – these amounts are not included in the total
above.
Supporting Information
1. 05.05.26 CKSUM-Checks
2. 05.05.26 CKSUM-ACH-EFT
3. Check Register 05.05.26 for May 18, 2026 Council Mtg - Checks
4. Check Register 05.05.26 for May 18, 2026 Council Mtg - ACH-EFT
Financial Impact: $6,893,982.91 Budgeted: Yes Source: Various
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Cheri Donovan, Assistant Finance Director
Page 4 of 230
CHECK DISBURSEMENT REPORT FOR CITY OF LAKEVILLE
Amount
1000 GENERAL FUND 98,775.78
2000 COMMUNICATIONS FUND 94.47
2292 FIRST CENTER OPERATING FUND 40.00
3125 2025A FIRST CENTER 1,840.00
4000 BUILDING FUND 2,986,979.49
4100 EQUIPMENT FUND 169,599.99
4125 TECHNOLOGY FUND 43,920.00
4720 2024A PARK BONDS 138,398.55
5200 STATE AID CONSTRUCTION FUND 409.70
5300 PAVEMENT MANAGEMENT FUND 465.12
6611 2026 STREET PROJECTS 545.28
7450 ENVIRONMENTAL RESOURCES FUND 3,827.38
7550 UTILITY FISCAL ADMINISTRATION 7,650.27
7575 STREET LIGHTING FUND 15,953.51
7600 WATER FUND 25,917.65
7700 SEWER FUND 508,915.57
7800 LIQUOR FUND 191,544.46
8000 ESCROW FUND 145,807.29
Report Total:4,340,684.51
05/14/2026 09:36 AM Page:1/1
Page 5 of 230
CHECK DISBURSEMENT REPORT FOR CITY OF LAKEVILLE
Amount
1000 GENERAL FUND 352,243.19
2000 COMMUNICATIONS FUND 6,651.99
2292 FIRST CENTER OPERATING FUND 2,388.02
4000 BUILDING FUND 75,475.14
4025 NEW FIRE STATION #2 (2026 CONSTRUCTION)905.00
4100 EQUIPMENT FUND 12,973.42
4125 TECHNOLOGY FUND 23,079.25
4200 PARK DEDICATION FUND 15,922.68
4500 PARK & TRAIL IMPROVEMENTS 864.72
4720 2024A PARK BONDS 16,828.09
5200 STATE AID CONSTRUCTION FUND 57,067.71
5300 PAVEMENT MANAGEMENT FUND 220.00
5500 WATER TRUNK FUND 53,272.71
7450 ENVIRONMENTAL RESOURCES FUND 19,673.17
7550 UTILITY FISCAL ADMINISTRATION 11.99
7575 STREET LIGHTING FUND 61.49
7600 WATER FUND 465,668.51
7700 SEWER FUND 123,386.16
7800 LIQUOR FUND 430,517.86
8000 ESCROW FUND 2,000.00
8970 LAKEVILLE ARENAS - OPERATIONS 13.75
9800 PAYROLL CLEARING FUND 894,073.55
Report Total:2,553,298.40
05/14/2026 09:35 AM Page:1/1
Page 6 of 230
MINUTES
CITY COUNCIL MEETING
May 4, 2026 - 6:00 PM
City Hall Council Chambers
1. Call to order, moment of silence and flag pledge
Mayor Hellier called the meeting to order at 6:00 p.m.
2. Roll Call
Members Present: Mayor Hellier, Council Members Bermel, Lee, Volk, Wolter
Staff Present: Justin Miller, City Administrator; Andrea McDowell Poehler, City Attorney;
Julie Stahl, Finance Director; Joe Masiarchin, Parks & Recreation Director; Allyn Kuennen,
Assistant City Administrator; Ann Orlofsky, City Clerk; Brad Paulson, Police Chief; Paul
Oehme, Public Works Director; Tina Goodroad, Community Development Director
3. Citizen Comments
None
4. Additional agenda information
None
5. Presentations/Introductions
a. Recognition of Lakeville Fastpitch for AED Donation to Aronson Park
Members of the Lakeville Fastpitch presented the donation for an AED donation to
Aronson Park.
b. Lakeville Lions Grand Prairie Park Splashpad Donation Presentation
Lakeville Lions Club President Alana Thompson announced a $500,000 donation
toward the Grand Prairie Splash Pad project.
Fifty birdhouses have been built, and additional plans are underway to replace more
birdhouses throughout the community.
The Pan-O-Prog parade will feature the Budweiser Clydesdales.
c. Police Department Quarterly Report
Police Chief Brad Paulsen provided the Police Department's quarterly report.
6. Consent Agenda
Council Member Lee requested that Item 6L be removed from the consent agenda for
further discussion.
Page 7 of 230
City Council Meeting Minutes
May 4, 2026
Page 2
Motion was made by Bermel, seconded by Wolter, to remove Item 6L from the consent
agenda and approve the consent agenda as amended.
Voice vote was taken on the motion. Ayes – Hellier, Bermel, Lee, Volk, Wolter.
a. Check Register Summary
b. Minutes of the 04/20/2026 City Council Meeting
c. Supplemental Agreement with Bolton & Menk for Professional Services
for Judicial Road Improvements between 205th Street and 185th Street
d. Resolution Approving Easement Agreement with Dakota Electric Association
e. Proposal from Novak Companies LLC for Highview Heights Park Hockey Rink Sleeves
f. Agreement with Hartmann Well Drilling for Lake Marion Greenway Shelter and
Restrooms Water Service Installation
g. Accepting Phase 1 Bids for New Fire Station Two
h. Supplemental Agreement with WSB for Professional Services for
Retaining Wall Construction Inspection for Citywide Trail Gap Improvements
i. Resolutions Awarding Construction Contracts and Authorizing Funding
for Lake Marion Greenway and Ritter Farm Park Trailhead
j. Approve Amended Lodging Tax Ordinance 3-17
k. Supplemental Agreement with WSB and Associates for Professional Services associated
with City Project 26-02
l. Professional Service Agreement for the Satellite Water Treatment Plant
m. Ordinance Amending Title 7, Chapter 1 of Lakeville City Code Concerning Park Hours
n. Change Order for the 2025 Miscellaneous Improvements Project in Include Trail
Improvements
o. Agreement with Friedges Landscaping Inc. for Highview Heights Park Hockey Rink
Site Improvements
p. Agreement with New Look Contracting and Budget Resolution for Kenrick Avenue
Retaining Wall and Drainage Repairs, City Project 26-16.
q. Amending 2026 Park & Trail Improvement Fund Budget
r. Amendment to 2025-2027 Generator Service and Maintenance Contract
s. Proposal from StayCations Outdoor Design for the Pioneer Plaza Water Feature
Replacement
t. Contract for Annual Hydrant Painting
u. North Creek Second Addition Final Plat
v. Approve updates to Finance Section 4 of Lakeville Policy Manual
w. Resolution Approving Off-Site Charitable Gambling Permit for the Lakeville South
Football Association
Page 8 of 230
City Council Meeting Minutes
May 4, 2026
Page 3
7. Action Items
a. Professional Service Agreement for the Satellite Water Treatment Plant
Council Member Lee requested that this item be removed from the consent agenda, so
the record would reflect his support for expansion of the existing Water Treatment Plant
rather than construction of a new satellite water treatment plant.
Motion was made by Wolter, seconded by Volk, to approve the supplemental agreement
with Black & Veatch Corporation for preliminary engineering services for the satellite
water treatment plant, City Project No. 27-13.
Roll call was taken on the motion. Ayes - Hellier, Bermel, Volk, Wolter
Nay - Lee
b. Public Hearing on the application for Lakeville Baseball Association to hold an On-
Sale Wine and Strong Beer License
Mayor Hellier opened the public hearing at 6:28 p.m. regarding the application for an
On-Sale Wine and Strong Beer License for Lakeville Baseball Association at Belzer
Stadium.
There were no comments from the public.
Motion was made by Volk, seconded by Bermel, to close the public hearing at 6:29 p.m.
Voice vote was taken on the motion. Ayes – Hellier, Bermel, Lee, Volk, Wolter.
Motion was made by Bermel, seconded by Volk, to grant an On-Sale Wine and Strong
Beer License to Lakeville Baseball Association at Belzer Stadium. Roll call was taken
on the motion. Ayes – Hellier, Bermel, Lee, Volk, Wolter.
c. Globus Business Park - Preliminary Plat and Conditional Use Permit
Muzaffar Gafurov, representing Globus Transport, Inc., requested approval of a
preliminary plat and conditional use permit for Globus Business Park. The proposed
development includes an approximately 81,100-square-foot industrial office/warehouse
building located south of Juniper Way (CSAH 70) at the terminus of Kenrick Court.
Community Development Director Tina Goodroad presented the staff report and noted
that the Planning Commission held a public hearing on April 16, 2026, and unanimously
recommended approval of the applications.
Motion was made by Wolter, seconded by Bermel, to approve: 1) a resolution approving
the preliminary plat of Globus Business Park, and 2) a conditional use permit to allow a
warehouse building in the O-P, Office Park District, and adopt the findings of fact.
Roll call was taken on the motion. Ayes – Hellier, Bermel, Lee, Volk, Wolter.
d. Haven at Lake Marion preliminary plat
Steve Sauber, representing Progressive, LLC, requested approval of the Haven at Lake
Marion preliminary plat and related applications for a 51-unit detached townhome and
twin home development located at the southwest corner of Kenwood Trail (CSAH 50)
and Ipava Avenue.
Page 9 of 230
City Council Meeting Minutes
May 4, 2026
Page 4
Community Development Director Tina Goodroad presented the staff report. She noted
the request included a preliminary plat, Comprehensive Plan amendment, rezoning,
conditional use permit for planned shoreland development, and vacation of platted right-
of-way.
City Council discussed tree preservation calculations, the temporary development
moratorium, and the timing of the application request.
Motion was made by Lee, seconded by Volk, to approve: 1) a resolution approving the
Haven at Lake Marion preliminary plat; 2) a resolution amending the 2040
Comprehensive Land Use Map; 3) an ordinance amending the Zoning Map; 4) a
conditional use permit for planned shoreland development within the Shoreland Overlay
District of Lake Marion; and 5) a resolution vacating platted right-of-way and adopting
the findings of fact for Haven at Lake Marion.
Roll call was taken on the motion. Ayes – Hellier, Bermel, Lee, Volk, Wolter.
8. Unfinished Business
None
9. New Business
None
10. Council/Committee Updates
None
11. Announcements
a. Next City Council Meeting Monday, May 18, 2026
12. Adjourn
Motion was made by Wolter, seconded by Lee, to adjourn at 6:42 p.m.
Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter
Respectfully Submitted,
__________________________________
Ann Orlofsky, City Clerk
____________________________
Luke M. Hellier, Mayor
Page 10 of 230
MINUTES
SPECIAL JOINT CITY COUNCIL MEETING WITH
LAKEVILLE PUBLIC SCHOOL DISTRICT 194
April 27, 2026 - 6:00 PM
City Hall Council Chambers
1. Call to order, moment of silence and flag pledge
Mayor Hellier called the meeting to order at 6:00 PM.
2. Roll Call
Council Members Present: Mayor Hellier, Council Members Bermel, Lee, Volk, Wolter
School Board Members Present: Reichenberger, Swanson, Cameron, Baker, Anderson,
Carbone, Thompson
Staff Present: Justin Miller, City Administrator; Allyn Kuennen, Assistant City
Administrator; Taylor Snider, Assistant to the City Administrator; Brad Paulson, Police
Chief; Tina Goodroad, Community Development Director
3. New Business
a. Comprehensive Plan/Land Use Update
Community Development Director Tina Goodroad presented the Comprehensive
Plan/Land Use Update to the City Council and School Board. The Board members and
Council members shared conversation regarding the presentation and what the future
may bring for Lakeville.
b. Enrollment Projections ISD 194
School Board Chair Cameron presented the ISD 194 Enrollment Projections to the City
Council and the School Board.
c. Areas of Potential Partnership
The City Council and the School Board discussed areas of potential partnerships to
continue to move Lakeville in a forward direction.
4. Council/Committee Updates
5. Announcements
a. Next City Council Meeting May 4, 2026
6. Adjourn
Mayor Hellier adjourned the meeting at 7:32 PM.
Respectfully Submitted,
Page 11 of 230
Special Joint City Council Meeting with
Lakeville Public School District 194 Minutes
April 27, 2026
Page 2
__________________________________
Taylor Snider, Deputy City Clerk
____________________________
Luke M. Hellier, Mayor
Page 12 of 230
Date: 5/18/2026
Joint Powers Agreement with Credit River
for Judicial Road Pavement Preservation and Maintenance
Proposed Action
Staff recommends adoption of the following motion: Move to approve a Joint Powers
Agreement with Credit River for Judicial Road Pavement Preservation and Maintenance.
Overview
The cities of Lakeville and Credit River are partnering to complete pavement preservation
improvements along Judicial Road, a shared Municipal State-Aid Street that serves residents in
both communities. The roadway was last reconstructed in 2008 and is now scheduled for mill
and overlay rehabilitation in 2026 and 2027 as part of the City's pavement preservation program
to maintain a safe, efficient transportation system and improve vehicle mobility. These
improvements will extend from 205th Street north to the intersection of Judicial Road and the
northerly right-of-way extension of Judicial Way (north junction).
The Joint Powers Agreement (JPA) establishes Lakeville and Credit River project
responsibilities and cost participation. Project costs will be shared equally between the two
parties. Lakeville is the lead agency for design, bidding, construction and ongoing routine
roadway maintenance. The JPA also replaces all previous agreements so that the terms reflect
Credit River's current city status and the planned pavement preservation efforts.
The Credit River City Council approved the Joint Powers Agreement on May 4th, 2026.
Supporting Information
1. 2026.05.18 JPA
Financial Impact: N/A Budgeted: Yes Source: N/A
Envision Lakeville Community Values: Design that Connects the Community
Report Completed by: Chloe Anderson, Civil Engineer
Page 13 of 230
JOINT POWERS AGREEMENT FOR
JUDICIAL ROAD IMPROVEMENTS AND MAINTENANCE
BETWEEN
THE CITY OF LAKEVILLE
AND
THE CITY OF CREDIT RIVER
FOR
STATE AID PROJECT NO.
CITY OF LAKEVILLE PROJECT NOS. 26-03 AND 27-02
CITY OF CREDIT RIVER PROJECT NO.
Page 14 of 230
THIS JOINT POWERS AGREEMENT (“Agreement”), is entered into by and between the City
of Lakeville (“Lakeville”), a Minnesota municipal corporation, and the City of Credit River
(“Credit River”), a Minnesota municipal corporation, hereafter collectively referred to as
“Parties”, and individually as “Party”, and witnesses the following:
WHEREAS, Judicial Road is a shared roadway lying within and adjacent to the corporate
boundaries of Lakeville and Credit River and is designated as a Municipal State-Aid roadway;
and
WHEREAS, the Parties share a common interest in maintaining Judicial Road in a safe,
efficient, and cost-effective manner consistent with accepted pavement management
practices; and
WHEREAS, the Parties previously entered into a Joint Powers Agreement dated October 1,
2007, for the improvement and maintenance of Judicial Road; and
WHEREAS, Credit River is now incorporated as a city, and the Parties desire to update the
Agreement to reflect current jurisdictional status, roadway designation, and planned
pavement preservation improvements; and
WHEREAS, the Parties agree that pavement preservation through timely maintenance and
rehabilitation projects is the most cost-effective approach to extending the service life of
Judicial Road and minimizing long-term maintenance costs; and
WHEREAS, the Parties desire to program and cooperatively fund mill and overlay
improvements to Judicial Road in 2026 and 2027, consistent with Lakeville’s Pavement
Management Program; and
WHEREAS, Minnesota Statutes § 471.59 authorizes two or more governmental units to jointly
or cooperatively exercise any power common to the contracting parties.
NOW, THEREFORE, in consideration of the mutual covenants contained herein, the Parties
agree as follows:
Page 15 of 230
1. Purpose. The purpose of this Agreement is to establish the responsibilities of the
Parties for the design, construction, cost sharing, and maintenance of Judicial Road,
including specific pavement preservation projects programmed for 2026 and 2027.
2. Project Descriptions.
a. 2026 Improvement Project
Mill and overlay of Judicial Road from 205th Street to 185th Street (Dakota
County State Aid Highway 60) (“2026 Project”).
b. 2027 Improvement Project
Mill and overlay of Judicial Road from 185th Street (Dakota County State Aid
Highway 60) to a point approximately 2,635 feet north of 185th Street, at the
intersection of Judicial Road and the northerly right-of-way extension of Judicial
Way (north junction) (“2027 Project”). Collectively referred to as “Projects”.
3. Lead Agency. Lakeville shall serve as the lead agency for the design, bidding,
construction, construction administration, and maintenance for the 2026 Project and
the 2027 Project. Subject to the requirements below, the Parties shall each retain final
decision-making authority within their respective jurisdictions.
4. Design, Plans and Specifications. Lakeville shall be responsible for preparation or
procurement of engineering services necessary for the Projects, including plans and
specifications consistent with City, Municipal State-Aid and Minnesota Department of
Transportation design standards and specifications. All plans and specifications shall
be subject to review and approval by both Parties prior to advertisement for bids.
5. Bidding and Contract Award. Lakeville shall advertise for bids, receive and analyze
bids, and award construction contracts in accordance with Minnesota law. Credit
River’s approval shall be required prior to award of the construction contract. If a bid
is not awarded, this Agreement shall terminate for the specific project that is not
awarded, and all costs incurred as of the date of termination shall be apportioned in
accordance with the terms of this Agreement.
Page 16 of 230
6. Cost Sharing. Project costs for the 2026 Project and the 2027 Project shall be shared
equally (50% Lakeville / 50% Credit River). Project costs include engineering,
inspection, testing, and construction costs. Project costs do not include costs
associated with regular salaries or overhead of either Party’s employees unless
directly attributable to the Project.
7. Payment. Lakeville shall act as the paying agent for Project costs. Lakeville shall bill
Credit River for its share of eligible costs on an itemized basis. Credit River shall
reimburse Lakeville within 30 days of receipt of an invoice. If any portion of an itemized
claim is questioned by the receiving agency, the remainder of the claim shall be
promptly paid, and accompanied by a written explanation of the amounts in question.
Payment of any amounts in dispute will be made following good faith negotiation and
documentation of actual costs incurred in carrying out the work.
8. Change Orders. Any change order or supplemental agreement that affects the total
Project cost or materially alters the scope of work shall require prior written approval
from both Parties. Both Parties shall endeavor to provide timely approval of change
orders and supplemental agreements so as not to delay construction operations.
9. Amendments. Any amendments to this Agreement will be effective only after approval
by each governing body and execution of a written amendment document by duly
authorized officials of each body.
10. Ownership. Each Party shall own that portion of Judicial Road located within its
respective corporate boundaries.
11. Maintenance. Following completion of the Projects, Lakeville shall continue to perform
routine maintenance of Judicial Road. Maintenance includes, but is not limited to
striping, snow plowing, patching, pothole repair, crack sealing, seal coating, sanding,
and salting. Maintenance costs shall be shared equally (50% Lakeville / 50% Credit
River). Credit River shall reimburse Lakeville within 30 days of receipt of an invoice. If
any portion of an itemized claim is questioned by the receiving agency, the remainder
of the claim shall be promptly paid, and accompanied by a written explanation of the
amounts in question. Payment of any amounts in dispute will be made following good
Page 17 of 230
faith negotiation and documentation of actual costs incurred in carrying out the work.
Either Party may terminate the maintenance cost-sharing provision upon one (1) year
written notice to the other Party.
12. Rules and Regulations. All work performed under this Agreement shall comply with
applicable Minnesota Department of Transportation standards, Municipal State-Aid
requirements, and applicable federal, state, and local laws.
13. Indemnification. Each Party agrees to defend, indemnify, and hold harmless the other
Party against any and all claims, liability, loss, damage, or expense arising under the
provisions of this Agreement and caused by or resulting from its own negligent acts or
omissions and/or those of its employees or agents. All parties to this Agreement
recognize that provisions of the Minnesota Municipal Tort Claims Law; Minnesota
Statutes, Chapter 466. In the event of any claims or actions filed against either Party,
nothing in this Agreement shall be construed to allow a claimant to obtain separate
judgments or separate liability caps from the individual Parties.
14. Employees. Employees of one Party shall not be considered employees of the other
Party for any purpose, including workers’ compensation coverage, and any and all
claims that may or might arise out of said employment context on behalf of said
employees while so engaged. Any and all claims made by any third party as a
consequence of any act or omission on the part of Lakeville’s employees while so
engaged on any of the work contemplated herein shall not be the obligation or
responsibility of Credit River. The opposite situation shall also apply to any and all
claims made by any third party as a consequence of any act or omission on the part
of Credit River’s employees while so engaged on any of the work contemplated herein
shall not be the obligation or responsibility of Lakeville.
15. Records and Audit. Pursuant to Minnesota Statutes § 16C.05, Subdivision 5, all
records relating to this Agreement shall be maintained for a minimum of six (6) years
and shall be subject to audit by the State Auditor or Legislative Auditor.
Page 18 of 230
16. Term of Agreement. This Agreement shall be effective upon execution by both Parties
and shall remain in effect for a period of ten (10) years, unless terminated earlier by
mutual written agreement.
17. Periodic Review. The Parties agree to conduct a joint review of this Agreement prior
to expiration of the ten-year term to determine whether continuation, modification, or
termination is appropriate based on roadway condition, maintenance costs, and
jurisdictional needs.
18. Entire Agreement. This Agreement supersedes all prior agreements related to Judicial
Road, including the Joint Powers Agreement dated October 1, 2007, except as
expressly incorporated herein.
19. Authorized Representatives. The authorized representatives for the purpose of the
administration of this Agreement are:
CITY OF LAKEVILLE
Zach Johnson
City Engineer (or successor)
20195 Holyoke Avenue
Lakeville, MN 55044
Office: 952-985-4500
zjohnson@lakevillemn.gov
CITY OF CREDIT RIVER
Steve Devine-Jelinski
City Administrator (or successor)
18985 Meadow View Boulevard
Prior Lake, MN 55372
Office: 612-357-4172
cityadmin@creditriver-mn.gov
All notices or communications required or permitted by this Agreement shall be either hand
delivered or mailed by certified mail, return receipt requested, to the above addresses. Either
Party may change its address by written notice to the other Party. Mailed notice shall be
deemed complete two business days after the date of mailing.
[SIGNATURE PAGE TO FOLLOW]
Page 19 of 230
IN WITNESS THEREOF, the Parties have caused this Agreement to be executed by their
duly authorized officials.
CITY OF LAKEVILLE
RECOMMENDED FOR APPROVAL:
By
Zach Johnson, City Engineer Mayor
(SEAL)
By
City Clerk
Date:
-------------------------------------------------------------------------------------------------
CITY OF CREDIT RIVER
By
Mayor
(SEAL)
By
City Clerk
Date:
Page 20 of 230
Date: 5/18/2026
Resolution Accepting Donation From Gary and Carole Turner
Proposed Action
Staff recommends adoption of the following motion: Move to approve a resolution to accept a
$100.00 donation from Gary and Carole Turner to the Lakeville Fire Department.
Overview
Lakeville Fire Department was presented a donation of $100.00 from Gary and Carole
Turner. The donation was provided to the Lakeville Fire Department for responding to a call
from the Turner family on April 29, 2026, to recuse a cat that was stuck in a tree. The funds will
be used to assist in the purchase of medical supplies.
Supporting Information
None
Financial Impact: Budgeted: No Source:
Envision Lakeville Community Values: Good Value for Public Service, Safety Throughout
the Community
Report Completed by: Michael Meyer, Fire Chief
Page 21 of 230
CITY OF LAKEVILLE
RESOLUTION NO._________
RESOLUTION ACCEPTING DONATION FROM GARY AND CAROLE TURNER
WHEREAS, MN Statute 465.03 requires that cities accept donations for the benefit of its
citizens in accordance with the terms prescribed by the donor; and
WHEREAS, the City of Lakeville’s Fire Department has received a donation from Gary and
Carole Turner in the amount of $100.00; and
WHEREAS, the donation is beneficial to the fire department.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lakeville,
Minnesota that the donation is hereby officially accepted and acknowledged with gratitude to the
donor; and
BE IT FURTHER RESOLVED that City staff is authorized to amend the budget to comply
with grant agreements and restricted donations.
ADOPTED by the Lakeville City Council this 18th day of May 2026
CITY OF LAKEVILLE:
CITY OF LAKEVILLE:
_________________________
Luke M Hellier, Mayor
Page 22 of 230
ATTEST:
_________________________
Ann Orlofsky, City Clerk
Page 23 of 230
Date: 5/18/2026
Certificate of Completion related to Interstate South Logistics Park
Proposed Action
Staff recommends adoption of the following motion: Move to approve the Certificate of
Completion
Overview
On August 27, 2018 the City Council approved a Development Agreement with Scannell
Properties for the development of Interstate South Logistics Park. The agreement established the
terms and conditions for the completion of public and private improvements. Scannell Properties
has completed all obligations related to the construction of required public improvements and
requests approval of a Certification of Completion related to such. Issuance of the certificate
does not waive any continuing obligations under the agreement. This request has been reviewed
and approved by the engineering department and city attorney.
Supporting Information
1. CERTIFICATE OF COMPLETION INTERSTATE SOUTH LOGISTICS PARK
Financial Impact: $0 Budgeted: No Source:
Envision Lakeville Community Values: Diversified Economic Development
Report Completed by: Tina Goodroad, Community Development Director
Page 24 of 230
1
239137v1
4920-2868-2664\2
(Space Reserved for Recording Data.)
CERTIFICATE OF COMPLETION
Date: May _____, 2026
The undersigned hereby certifies that SCANNELL PROPERTIES #180, LLC, an
Indiana limited liability company (“Developer”) has fully complied with its obligations to
construct the required public improvements under that certain Development Contract dated August
27, 2018 (“Development Contract”) and recorded October 3, 2018, in the Office of the County
Recorder, Dakota County, Minnesota, as Abstract Document No. A3273921, as amended by First
Amendment to Development Contract dated December 19, 2018 and recorded December 21, 2018
in the Office of the County Recorder, Dakota County, Minnesota, as Abstract Document No.
A3285949 (collectively, the “Development Contract”) by and between the CITY OF
LAKEVILLE, a Minnesota municipal corporation (the “City”) and Developer relating to the
property legally described on the attached Exhibit “A”. The issuance of this Certificate of
Completion by the City does not affect, modify, or terminate the additional and continuing duties,
covenants, and obligations of Developer, or its successors and assigns, as stated in the
Development Contract. The Dakota County Recorder is hereby authorized to accept for recording
the filing of this instrument, to be a conclusive determination of the satisfaction and termination
of the covenants and conditions of the Development Contract described above.
[Remainder of page is intentionally left blank.
Signature page is to follow.]
Page 25 of 230
2
239137v1
4920-2868-2664\2
IN WITNESS WHEREOF, the City has caused this certificate to be duly executed in its
name and behalf on the ______ day of May, 2026.
CITY OF LAKEVILLE
(Seal)
By ____________________________________
Luke M. Hellier, Mayor
By ____________________________________
Ann Orlofsky, City Clerk
STATE OF MINNESOTA )
) ss.
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me this _____ day of ____________,
2026, by Luke M. Hellier and Ann Orlofsky, respectively the Mayor and the City Clerk of the
City of Lakeville, a Minnesota municipal corporation, on behalf of the corporation, and pursuant
to the authority granted by its City Council.
___________________________________
Notary Public
THIS INSTRUMENT WAS DRAFTED BY:
CAMPBELL KNUTSON,
Professional Association
Grand Oak Office Center I
860 Blue Gentian Road, Suite 290
Eagan, Minnesota 55121
(651) 452-5000
AMP/smt
Page 26 of 230
3
239137v1
4920-2868-2664\2
EXHIBIT A
Lot 1, Block 1, Interstate South Logistics Park, Dakota County, Minnesota, a plat of subdivision
recorded as Document No. 3273919, of the Dakota County, Minnesota records.
Page 27 of 230
Date: 5/18/2026
Supplemental Agreement with WSB
for Professional Services for Rough Fish Management on East Lake
Proposed Action
Staff recommends adoption of the following motion: Move to approve WSB supplemental
agreement for professional services for 2026 rough fish management on East Lake, City Project
26-41.
Overview
The City continues its long-term efforts to improve water quality and aquatic habitat conditions
in East Lake through targeted rough fish management. Between 2023 and 2025, the City
partnered with the Vermillion River Watershed Joint Powers Organization (VRWJPO) to
implement a series of strategies, including population assessments, installation of a deterrence
system, permitting and multiple rough fish removals to reduce impacts on the lake. Those
activities, along with data collection and documentation, were supported through a Clean Water
Fund grant that concluded in 2025. The work helped establish a clearer understanding of the
remaining rough fish population and the next steps needed to maintain progress.
The proposed 2026 project represents the next phase of this ongoing management strategy and
will be funded solely by the City. The scope includes project management, Minnesota DNR
permitting, and targeted removal of carp and goldfish biomass using baited box nets and
automatic feeding stations. This work will also include documentation and reporting of the year's
activities, as well as updated recommendations for future management activities.
WSB's supplemental agreement outlines the services and estimated costs to complete the 2026
East Lake rough fish removal effort. All work will be completed under the City's existing Master
Services Agreement with WSB dated September 2021.
Supporting Information
1. 2026.05.06 WSB Supplemental Agreement
Financial Impact: $44,669.00 Budgeted: Yes Source: Utility Fund - Env. Res.
Envision Lakeville Community Values: Access to a Multitude of Natural Amenities and
Recreational Opportunities
Report Completed by: Maria Friedges, Environmental Resources Specialist
Page 28 of 230
Page 29 of 230
A PROPOSAL FOR
2026 East Lake Carp and Goldfish
FOR THE CITY OF LAKEVILLE, MINNESOTA
Page 30 of 230
2026 East Lake Carp and Goldfish
5/6/2026
Page 2
5/6/2026
Ms. Maria Friedges
Environmental Resources Manager
City Of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: 2026 East Lake Carp and Goldfish
Dear Ms. Friedges,
WSB is pleased to present this proposal to the City of Lakeville for the 2026 East Lake Carp and
Goldfish project at East Lake. Our project understanding, scope of work, and proposed fee is
listed below.
I. PROJECT UNDERSTANDING
In 2024 and 2025, carp and goldfish removal was pursued in East Lake with the goal to
improve the water quality in East Lake by removing a portion of the rough fish population with
a secondary goal to describe the remaining population of carp and goldfish. Results of this
effort were described in a summary reports and recommendations for management were
provided that aim to sustain progress gained through the 2024 and 2025 removal operations.
This 2026 proposal reflects the recommendations given in the 2025 summary report and
those discussed with project partners in planning meetings.
II. SCOPE OF SERVICES
1. PROJECT MANAGEMENT AND PERMITTING
A. Project Management
1) Project management includes a variety of tasks including but not limited to disseminating
project updates, tracking time and budget, and scheduling field activities.
B. MN DNR Permitting
1) A MN DNR fisheries research permit will be acquired to cover the field tasks outlined. A
collection report and copy of the project report will be delivered to the DNR by the end of January
2027 to fulfill permit requirements.
2. REMOVAL OF CARP AND GOLDFISH BIOMASS
A. Baited box netting in East Lake using automatic feeding stations
1) This task utilizes three (3) baited box nets with small mesh size with automatic feeding
stations to be sprung on seven (7) occasions to capture and remove carp goldfish. Carp and
goldfish disposal is included under this task as are the rental fees for the box nets and feeding
stations. Consideration will be given to moving the location of box nets if catch rates seem to be
declining.
Automatic feeding stations will be refilled 3-5 days before a removal event is planned and the sites
will be visited 1-2 days prior to the event to ensure that the net is prepped for deployment. The
purchase of corn for bait is included under this task.
3. REPORTING
A. Reporting
1) The report will detail survey and removal activities in 2024-2026 and describe phosphorus
load reductions because of rough fish biomass removal. This will be followed by recommendations
for future carp and goldfish management action in East Lake.
W
S
B
|
W
S
B
E
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.
C
O
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Page 31 of 230
2026 East Lake Carp and Goldfish
5/6/2026
Page 3
III. ADDITIONAL SERVICES
Additional services may be added upon approval by both Client and Consultant via amendment to
this Agreement.
IV. PROPOSED FEES, SCHEDULE AND ACCEPTANCE
Services outlined in Paragraphs 1-3 above will be provided for an hourly not-to-exceed fee of
$ 44,669.00.
The following fee table provides an overview of fees that are broken into the main categories of
work.
PROJECT MANAGEMENT AND PERMITTING ..................................... $1,516.00
REMOVAL OF CARP AND GOLDFISH BIOMASS ON EAST LAKE ... $40,721.00
REPORTING ......................................................................................... $2,432.00
TOTAL ........................................ $44,669.00
V. SCHEDULE
Year 2026 2027
Objective/Task May June July August Sept Oct Nov Dec Jan
O1TA
O1TB
O2TA
O3TA
ACCEPTANCE
This letter represents our entire understanding of the project scope. All work under this letter
proposal will be governed by the Professional Services Agreement entered into between the City
of Lakeville and WSB on 09/20/2021. If the scope and fee appear to be appropriate, please sign
in the space provided and return one copy to our office. We are available to begin work once we
receive signed authorization.
Sincerely,
WSB
I hereby authorize WSB to proceed with the above-referenced work under the terms and
conditions of the Professional Services Agreement entered into between the City of
Lakeville and WSB on September 20, 2021.
By:
Name:
Date:
Page 32 of 230
Date: 5/18/2026
Confirmation of Planning Commission Chair
Proposed Action
Staff recommends adoption of the following motion: Move to confirm the election of Christine
Zimmer as Chair of the Planning Commission for 2026.
Overview
Chapter 2-1-4A.1 of the City Code requires City Council confirmation of the election of
Christine Zimmer as Chair of the Planning Commission from April 2026 to April 2027. Ms.
Zimmer was elected Chair of the Planning Commission on a unanimous vote at the May 7, 2026
Planning Commission meeting. Ms. Zimmer was appointed to the Planning Commission by the
City Council in April 2020, served as the Vice Chair from January 2023 to March 2025, and as
the Chair from April 2025 to April 2026. The City Code allows a Planning Commission member
to serve up to three consecutive years as the Chair
Supporting Information
None
Financial Impact: $0 Budgeted: No Source:
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Kris Jenson, Planning Manager
Page 33 of 230
Date: 5/18/2026
Approval of Summary Ordinance for Publication on Local Lodging Tax Ordinance
Amendments
Proposed Action
Staff recommends adoption of the following motion: move to approve the summary ordinance
publication related to Ordinance No. 1123, Amending Title 3, Chapter 17 of the Lakeville City
Code
Overview
At the May 4, 2026, City Council meeting, the City Council adopted Ordinance No. 1123
Amending Title 3, Chapter 17 of the Lakeville City Code concerning the local lodging tax. The
ordinance includes amendments to incorporate bed and breakfasts and short-term residential
rentals into the definition of lodging establishments subject to the local lodging tax and clarifies
additional provisions related to definitions, exemptions, payments, and returns.
Due to the length of the ordinance, staff and the City Attorney’s Office prepared a summary
ordinance for publication in accordance with Minnesota law. The summary ordinance provides
notice of the general purpose and effect of the adopted ordinance while allowing the full
ordinance to remain available for public inspection at City Hall during regular business hours.
The City Council must formally approve the summary ordinance prior to publication.
Supporting Information
1. Summary for Publication Local Lodging Tax Amendment
Financial Impact: $ Budgeted: No Source:
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Ann Orlofsky, City Clerk
Page 34 of 230
239182v1
SUMMARY ORDINANCE NO. 1123
CITY OF LAKEVILLE
COUNTY OF DAKOTA, MINNESOTA
AN ORDINANCE AMENDING TITLE 3, CHAPTER 17 OF THE
LAKEVILLE CITY CODE CONCERNING LOCAL LODGING TAX
NOTICE IS HEREBY GIVEN that on May 4, 2026, Ordinance No. 1123 was adopted
by the City Council of the City of Lakeville.
NOTICE IS FURTHER GIVEN that, because of the lengthy nature of Ordinance No.
1123, the following summary of the Ordinance has been prepared for publication:
This Ordinance amends Title 3, Chapter 17 of the Lakeville City Code to include bed and
breakfasts and short-term residential rentals in the definition of lodging as rentals that are subject
to the local lodging tax, adding exceptions and exemptions and clarifying additional provisions
of the chapter, including, but not limited to, definitions, the imposition of the tax, payments and
returns.
A printed copy of the entire ordinance is available for inspection by any person during
the City Clerk’s regular office hours.
Approved for publication by the City Council of the City of Lakeville, Minnesota this
18th day of May, 2026.
CITY OF LAKEVILLE
BY: _______________________________
Luke M. Hellier, Mayor
ATTEST:
____________________________
Taylor Snider, Deputy City Clerk
Page 35 of 230
Date: 5/18/2026
Resolution of Support for the City's Safe Streets for All (SS4A) Grant Application
Proposed Action
Staff recommends adoption of the following motion: Move to approve a resolution of support
authorizing submittal of an application to the U.S. Department of Transportation's Safe Streets
and Roads for All (SS4A) Grant Program for the development of a Comprehensive Safety
Action Plan.
Overview
The City is requesting a resolution of support to submit an application to the U.S. Deparment of
Transportation's Safe Streets and Roads for All (SS4A) grant program. This federal program
provides funding for communities to develop Comprehensive Safety Action Plans focused on
reducing, and ultimately eliminating, fatal and serious-injury crashes. Establishing an action plan
is an important first step in strengthening the City's long-term approach to transportation safety,
ensuring decisions are guided by data, community priorities, and proven strategies.
Through this grant, the City would develop a detailed, data-driven roadmap that identifies the
City's most significant roadway safety challenges and outlines actionable steps to address them.
This work will help the City better understand local crash trends, evaluate existing conditions,
and prioritize investments that improve safety for all users (drivers, pedestrians, bicyclists) who
rely on the City's transportation system. An approved Action Plan also positions the City to
apply for future SS4A implementation grants to help fund targeted safety projects identified
through the planning process.
The U.S. Department of Transportation is currently accepting applications for the Fiscal Year
2026 grant cycle, with submissions due May 26, 2026. A resolution of support from the City
Council is required as part of the federal application.
Supporting Information
1. 2026.05.18 Resolution
2. Lakeville_CrashMap
Financial Impact: $30,000 Budgeted: Yes Source: Pavement Management Fund
Envision Lakeville Community Values: Good Value for Public Services
Report Completed by: Jonathan Nelson, Assistant City Engineer
Page 36 of 230
CITY OF LAKEVILLE
RESOLUTION NO. 26-
RESOLUTION OF SUPPORT FOR SUBMITTING AN APPLICATION TO THE
U.S. DEPARTMENT OF TRANSPORTATION SAFE STREETS AND ROADS FOR
ALL (SS4A) GRANT PROGRAM
WHEREAS, the U.S. Department of Transportation administers the Safe Streets and Roads for All
(SS4A) Grant Program to support local efforts to develop Comprehensive Safety Action Plans
aimed at reducing fatal and serious-injury crashes; and
WHEREAS, a Comprehensive Safety Action Plan uses data-driven analysis to identify roadway
safety concerns, evaluate crash trends, and establish prioritized strategies to improve safety for
all users; and
WHEREAS, between 2019 and 2025, City of Lakeville roadways experienced 12 fatal crashes,
104 serious-injury crashes, and 429 minor-injury crashes; and
WHEREAS, the City of Lakeville intends to apply for a $150,000 SS4A grant, including the
required 20% local match, to develop a Comprehensive Safety Action Plan that will guide long-term
transportation safety investments and support efforts to reduce severe crashes; and
WHEREAS, an approved Action Plan is required to be eligible for future SS4A Implementation
Grants that fund safety projects and strategies identified in the plan; and
WHEREAS, the U.S. Department of Transportation is accepting applications for Fiscal Year
2026 SS4A grants, with a submission deadline of May 26, 2026.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Lakeville
hereby supports submitting an application to the U.S. Department of Transportation Safe Streets
and Roads for All Grant Program for the development of a Comprehensive Safety Action Plan
and authorizes City staff to prepare, finalize, and submit the grant application and all required
supporting materials.
ADOPTED by the Lakeville City Council this 18th day of May 2026.
CITY OF LAKEVILLE
______________________________
Luke M. Hellier, Mayor
ATTEST:
_________________________________
Taylor Snider, Deputy City Clerk
Page 37 of 230
Page 38 of 230
Date: 5/18/2026
Labor Agreement between IAFF Lakeville Professional Firefighters and City of Lakeville
Proposed Action
Staff recommends adoption of the following motion: move to approve the labor agreement
between IAFF Lakeville Professional Firefighters and the City of Lakeville.
Overview
This agreement represents the City's first collective bargaining agreement with the Fire
Department bargaining unit. The agreement covers the full-time positions of: Firefighter,
Captain and Fire Inspector. As an initial contract, the agreement establishes the foundational
terms and conditions of employment and addresses mandatory bargaining topics, including
wages, hours, working conditions, benefits, grievance procedures, and other operational matters
unique to the department.
Supporting Information
1. IAFF Labor Agreement
Financial Impact: $ Budgeted: No Source:
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Alissa Frey, Human Resources Director
Page 39 of 230
Date: 29-APRIL-2026
Rev 12F
The union reserves the right to modify, amend, delete or add to their proposal at any time.
MASTER AGREEMENT
BETWEEN
City of Lakeville
AND
Lakeville Professional Firefighters
IAFF LOCAL 5542
Effective 01/01/26 through 12/31/27
Page 40 of 230
1
Article 1: Purpose of AGREEMENT ........................................................................................................... 3
Article 2: Recognition .............................................................................................................................. 3
Article 3: Definitions ................................................................................................................................ 4
Article 4: Discrimination .......................................................................................................................... 4
Article 5: EMPLOYER Security .................................................................................................................. 4
Article 6: EMPLOYER Authority ................................................................................................................ 4
Article 7: EMPLOYER to Defend and Indemnify EMPLOYEES ..................................................................... 5
Article 8: UNION Security ......................................................................................................................... 5
Article 9: Special Meetings ....................................................................................................................... 6
Article 10: Hours of Work ...................................................................................................................... 6
Article 11: Work Schedules .................................................................................................................... 6
Article 12: Seniority ............................................................................................................................... 6
Article 13: Work Schedule Changes ........................................................................................................ 7
Article 14: Working Conditions .............................................................................................................. 7
Article 15: Discipline .............................................................................................................................. 7
Article 16: Grievance Procedure ............................................................................................................ 7
Article 17: Wages ................................................................................................................................. 10
Article 18: Overtime ............................................................................................................................. 10
Article 19: Working Out of Classification ............................................................................................... 11
Article 20: Changes in Qualification ...................................................................................................... 11
Article 21: Wages After Promotion/Demotion ...................................................................................... 11
Article 22: Healthcare Savings Plan ....................................................................................................... 11
Article 23: Court Pay ............................................................................................................................. 12
Article 24: Physical and Mental Health ................................................................................................. 12
Article 25: Insurance ............................................................................................................................. 12
Article 26: Comp Time .......................................................................................................................... 13
Article 27: Paid Time Off (PTO) ............................................................................................................. 13
Page 41 of 230
2
Article 28: Injury on Duty & Duty Restrictions ....................................................................................... 15
Article 29: Holidays .............................................................................................................................. 16
Article 30: Training Time ....................................................................................................................... 16
Article 31: Exchange of Shifts / Trades .................................................................................................. 17
Article 32: Savings Clause ..................................................................................................................... 17
Article 33: Complete AGREEMENT ........................................................................................................ 18
Article 34: Duration and Effective Date of this AGREEMENT ................................................................. 18
Page 42 of 230
3
Article 1: Purpose of AGREEMENT
This AGREEMENT is entered into as of 01/01/2026, between the CITY OF LAKEVILLE, hereinafter
called the EMPLOYER, and the Lakeville Professional Firefighters IAFF Local 5542 hereinafter called
the UNION.
It is the intent and purpose of this AGREEMENT to:
1.1 Assure sound and mutually beneficial working and economic relationships between
the parties hereto.
1.2 Establish procedures for the resolution of disputes concerning this AGREEMENT'S
interpretation and/or application.
1.3 To set forth herein the basic and full AGREEMENT between the parties concerning
rates of pay, hours, and other conditions of employment.
The EMPLOYER and the UNION through this AGREEMENT shall continue their dedication to the
highest quality fire service and protection to the residents of LAKEVILLE. Both parties recognize the
AGREEMENT as a pledge of this dedication.
Article 2: Recognition
The EMPLOYER recognizes the UNION as the exclusive representative for all EMPLOYEES in a unit
certified by the State of Minnesota Bureau of Mediation Services in Case No. 25PCE1101 as:
All Firefighters within the meaning of Minn. Stat. 179A.03, subd. 7,
who are employed by the City of Lakeville, Minnesota and are public
employees within the meaning of Minn. Stat. 179A.03, subd. 14,
excluding supervisory and confidential employees within the meaning
of Minn. Stat. 179A.03, subd 17 and 4, and all other employees
In the event the EMPLOYER and the UNION are unable to agree as to the inclusion or exclusion of
a new or modified job class, the issue shall be submitted to the Minnesota Bureau of Mediation
Services for determination.
To Include:
Full Time Firefighters
Full Time Captains
Fire Inspectors
Page 43 of 230
4
Article 3: Definitions
CITY: The City of Lakeville.
Department: The Lakeville Fire Department.
EMPLOYEE: A member of the exclusively recognized bargaining unit.
EMPLOYER: The City of Lakeville.
Overtime Rate: One and a half (1.5) times the EMPLOYEES current pay rate.
UNION: Lakeville Professional Firefighters IAFF L5542.
Workday: Normally scheduled 8-hour or 24-hour shift.
Probationary Period: One (1) year from date of hire. Six (6) months from date of promotion.
Article 4: Discrimination
Neither the EMPLOYER nor the UNION shall discriminate against any EMPLOYEE covered by the
AGREEMENT because of their membership or non-membership in the UNION.
Article 5: EMPLOYER Security
The UNION and EMPLOYEES of the Lakeville Fire Department agree that during the life of this
AGREEMENT, they will not cause, encourage, participate in or support any strike. Violations of this
Article shall be grounds for disciplinary action up to and including discharge without recourse to the
grievance procedure of this contract.
Article 6: EMPLOYER Authority
The EMPLOYER and UNION recognize and agree that except as expressly modified in this
AGREEMENT, the EMPLOYER has and retains all rights and authority necessary for it to direct and
administer the affairs of the Fire Department and to meet its obligations under federal, state and
local law, such rights to include, but not be limited to those rights specified in Minnesota Statutes,
Section 179A.07, Subd 1.
Any term or condition of employment not specifically established or modified by this Agreement
shall remain solely within the discretion of the EMPLOYER to modify, establish, or eliminate.
Changes to the above shall be effective not less than three calendar days after posting except in
cases of agreement from both parties.
Page 44 of 230
5
Article 7: EMPLOYER to Defend and Indemnify EMPLOYEES
The EMPLOYER and the UNION recognize the EMPLOYER'S responsibility to defend and indemnify
EMPLOYEES as required by Chapter 466 and by Section 471.86 of Minnesota Statutes.
Article 8: UNION Security
8.1 Dues Deduction: The EMPLOYER agrees to deduct the UNION membership initiation
fee and bi-weekly dues from the pay of those EMPLOYEES who individually request
in writing that such deductions be made. The amounts to be deducted shall be
certified to the EMPLOYER by a representative of the UNION, and the aggregate
deductions of all EMPLOYEES shall be remitted to the representative by the first of
the succeeding month, after such deductions are made.
8.2 Indemnification: The UNION shall indemnify and hold harmless the EMPLOYER for
and from any claims for wrongful dues deduction which is occasioned by UNION
action or neglect.
8.3 Bulletin Boards: The CITY shall provide reasonable bulletin board space at work
locations for use by the UNION in posting notices of UNION business and activities.
The EMPLOYER acknowledges that designated UNION members are permitted a reasonable amount
of time to engage in the following UNION activities during working hours, provided that the UNION
members have notified and received approval of the designated supervisor who has determined that
such absence is reasonable and would not be detrimental to the work program of the EMPLOYER.
8.4 Represent EMPLOYEES who have requested UNION representation during
departmental investigations or other situations in which an EMPLOYEE is entitled to
be accompanied by a UNION representative.
8.5 Collective bargaining with EMPLOYER representatives.
8.6 Meeting with representatives of the EMPLOYER regarding terms and conditions of
employment or managerial policies impacting EMPLOYEES.
8.7 Participating in Labor Management Committee meetings.
8.8 Grievance-related activities.
8.9 Members of the UNION’s collective bargaining AGREEMENT negotiation committee
shall be allowed to negotiate collective bargaining AGREEMENTs with the EMPLOYER
while on-duty when scheduled negotiation sessions fall on days said members are
on-duty.
The EMPLOYER reserves the right to place reasonable limitations on the number of UNION
representatives that may simultaneously engage in the same activity while on duty.
Page 45 of 230
6
Article 9: Special Meetings
The EMPLOYER and the UNION agree to meet and confer on matters of interest to both parties upon
the request of either party. A date for the Special Meeting shall be agreed upon within ten (10)
calendar days.
Article 10: Hours of Work
EMPLOYEES will be assigned a primary pay rate based on an averaged fifty-six (56) hour workweek
and/or a secondary pay rate based on a forty (40) hour workweek at the CITY’s sole discretion.
When an EMPLOYEE is assigned to work a primary schedule of an averaged 56-hour workweek, they
will be subject to the wage and benefits policies for EMPLOYEES assigned to work an averaged 56-
hour workweek. When an EMPLOYEE is assigned to work a secondary schedule of a 40- hour
workweek, they will be subject to the wage and benefits policies for EMPLOYEES assigned to work a
40-hour workweek.
Article 11: Work Schedules
The CITY reserves the right to unilaterally establish a work period under the provisions of the
Federal Fair Labor Standards Act. If such notice is given, the parties shall meet and confer on
alternative scheduling models.
Article 12: Seniority
DEFINITION OF SENIORITY:
12.1 “Total seniority” shall be defined as the length of continuous and uninterrupted full-
time employment by the EMPLOYER from the most recent date of hire. In the event
multiple EMPLOYEES have the same hire date, the “Total seniority” shall be
determined by scoring of the hiring process. EMPLOYER shall provide the UNION
with both scoring methodology and results from hiring process.
12.2 “Classification seniority” shall be defined as the length of cumulative service in a
specific job classification within the EMPLOYER where “total seniority” remains
unbroken. Classification seniority is used to determine the order of layoff when
there is a specific reduction in a classification. When two or more EMPLOYEES have
the same seniority date, the tie is broken by their seniority ranking defined in total
seniority.
12.3 A reduction in workforce will be accomplished on the basis of seniority. EMPLOYEES
shall be recalled from layoff on the basis of seniority. An EMPLOYEE on layoff shall
be given opportunity to work within two (2) years of the time of their layoff before
any new EMPLOYEE is hired.
Page 46 of 230
7
Article 13: Work Schedule Changes
Except in the case of an emergency, as identified by the EMPLOYER, if it is deemed necessary to
move an EMPLOYEE from one shift to another or to make a change to the primary hours shift, that
change must be made with thirty (30) days’ notice unless the EMPLOYEE agrees to shorter notice
period in writing. An EMPLOYEE may request a change in shift assignment, however the discretion
to approve lies solely with the FIRE CHIEF or designee.
Article 14: Working Conditions
EMPLOYEES shall not be required to perform services for which they are not qualified based on
requirements of licensure except to the extent that such work is now being performed by the
firefighters.
Article 15: Discipline
15.1 The EMPLOYER may discipline EMPLOYEES for just cause. Discipline will be in one of
the following forms, not necessarily in progressive order: Oral Reprimand, Written
Reprimand, Suspension, Demotion, or Discharge.
15.2 All discipline will be memorialized in writing. Discipline beyond an oral reprimand is
placed in the EMPLOYEE’s Personnel File and shall be acknowledged by signature of
the EMPLOYEE.
15.3 During the new hire probationary period, an EMPLOYEE may be disciplined or
discharged at the sole discretion of the EMPLOYER.
15.4 Reprimand will be in written form and will state the reason(s) for the action taken.
Suspensions will set forth the time for which the suspension shall be effective.
Demotions will state the classification to which the EMPLOYEE is demoted.
15.5 The EMPLOYER shall notify the UNION president in written or electronic form when
an EMPLOYEE is under investigation and/or disciplined. If such situation occurs
where the UNION president is under investigation, notification shall fall to the
UNION vice president. The EMPLOYEE retains the right to not have the union
notified.
15.6 All disciplinary action up to and including written reprimand shall remain in the
EMPLOYEE’s file in accordance with the adopted records retention policy of the CITY.
Article 16: Grievance Procedure
Page 47 of 230
8
Definition of Grievance:
Grievance as used in this section shall be defined as any dispute or disagreement as to the
interpretation or application of any term or terms expressed in this AGREEMENT. The definition of
grievance shall also include any dispute or disagreement as to just and reasonable cause for
discharge or other discipline. The parties, recognizing that an orderly grievance procedure is
necessary, agree that each step must be strictly adhered to as set forth hereinafter or the grievance
is forfeited. All grievances must be filed within twenty-one (21) calendar days after the occurrence of
the circumstances giving rise to the grievance or twenty- one (21) calendar days after the aggrieved
had actual knowledge of the occurrence. Otherwise, the right to file a grievance is forfeited, and no
grievance shall be deemed to exist.
UNION Representation:
The EMPLOYER shall recognize a UNION Grievance Committee of not more than three (3)
EMPLOYEES selected by the UNION as grievance representatives of the bargaining unit. The UNION
shall notify EMPLOYER in writing of the names of such grievance committee members and of their
successors and alternates. The grievance committee shall process grievances at times other than
their normal duty hours unless specifically permitted to do so by the Fire Chief or his/her designated
representative.
Step 1:
An EMPLOYEE's grievance or those grievances submitted by the UNION shall be made in writing to
the ASSISTANT FIRE CHIEF, OR FIRE CHIEF’S DESIGNATED REPRESENTATIVE. The written grievance
shall set forth the nature of the grievance, the fact upon which it is based, the provision or provisions
of the AGREEMENT allegedly violated, and the relief requested. The ASSISTANT FIRE CHIEF, OR FIRE
CHIEF’S DESIGNATED REPRESENTATIVE shall discuss the grievance with the EMPLOYEE and/or
grievance committee and submit a written reply giving reasons for their determination to the
EMPLOYEE and/or grievance committee within ten (10) calendar days after receipt of the written
grievance.
Step 2:
If the grievance is not settled in Step 1 and the EMPLOYEE and/or the grievance committee desires
to appeal the grievance shall be presented in writing to the Fire Chief within ten (10) calendar days
after the ASSISTANT FIRE CHIEF, OR FIRE CHIEF’S DESIGNATED REPRESENTATIVE answer in Step 1.
The Fire Chief or representative shall meet with the EMPLOYEE and/or Grievance Committee and
give a written answer, giving the reasons for the determination of the EMPLOYEE grievance within
ten (10) calendar days of receipt of the written grievance.
Step 3:
If the grievance is not resolved in the second step, the Grievance Committee shall notify the CITY
Administrator or their representative in writing of the desire to appeal within ten (10) calendar days
after receipt of the Fire Chief’s answer. The CITY Administrator or designated representative (such as
Page 48 of 230
9
the HR Director) shall meet with the Grievance Committee and submit a written answer, giving the
reasons for the determination, within ten (10) calendar days of receipt of the written grievance.
Step 4 - Mediation:
If the grievance is not resolved at Step 3 of the grievance procedure, either party may submit the
issue(s) in dispute to mediation within fifteen (15) calendar days following the CITY Administrators’
or designated representative’s final answer in Step 3. Submitting the grievance to mediation
preserves timelines set forth in Sections 4 and 6 of this Article.
Step 5 - Arbitration:
If both parties, having exhausted the grievance steps herein, cannot settle a grievance, either party
may submit the issue(s) in dispute to arbitration as provided in the Public Employment Labor
Relations Act of 1971, as amended. The parties shall attempt to agree upon an arbitrator within
seven (7) calendar days after receipt of notice of the referral. In the event the parties are unable to
agree upon an arbitrator within said seven (7) calendar days, either party may submit the issue in
dispute to arbitration as provided in the Public Employment Labor Relations Act of 1971 as
amended.
Section 4: Waiver
If a grievance is not presented within the time limits set forth above, it shall be considered "waived."
If a grievance is not appealed to the next step within the specified time limit or any agreed extension
thereof, it shall be considered settled on the basis of the EMPLOYER’S last answer. If the EMPLOYER
does not answer a grievance or an appeal thereof within the specified time limits, the UNION may
elect to treat the grievance as denied at that Step and immediately appeal the grievance to the next
step. The time limit in each step may be extended by mutual written AGREEMENT of the EMPLOYER
and the EMPLOYEE and/or Grievance Committee involved in each step.
Section 5: Duties of Arbitration
The arbitrator or arbitration board shall have no right to amend, modify, nullify, ignore, add to
subtract from the provisions of this AGREEMENT. The arbitrator or arbitration board shall consider
and decide only the specific issue submitted to them in writing by the EMPLOYER and the UNION
and shall have no authority to make a decision on any other issue not so submitted. The arbitrator
shall be without power to make decisions contrary to or inconsistent with or modifying or varying in
any way the application of laws and rules and regulations having the force and effect of law. The
arbitrator shall submit in writing their decision within thirty (30) calendar days following the close of
the hearing or the submission of briefs by the parties, whichever is later, unless the parties agree to
an extension thereof. The decision shall be based solely upon the interpretation of the meaning or
application of the express terms of this AGREEMENT to the facts of the grievance presented. The
decision of the arbitrator shall be final and binding on both the EMPLOYER and the UNION.
Section 6: Choice of Remedy for Discipline Grievances
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10
If an EMPLOYEE has a grievance regarding just and reasonable cause for discharge or other
discipline, and if the grievance remains unresolved because of the written EMPLOYER’S response in
Step 3 or failure to resolve through mediation in Step 4, the EMPLOYEE shall have the right to
arbitration in Step 5.
Section 7: Waiver of Right to Veteran Preference Hearing
Some EMPLOYEES covered by this AGREEMENT may have the individual right to contest a removal
from a position or employment under Minn. Stat. §197.46. Once an EMPLOYEE requests a hearing
under Minn. Stat. §197.46, the UNION’s right to pursue a grievance under this Article is terminated.
Section 8: Fees and Expenses
The fees and expenses for the arbitrator's services and proceedings shall be borne equally by the
EMPLOYER and the UNION, provided that each party shall be responsible for compensating its own
representatives and witnesses. If either party desires a verbatim record of the proceedings, it may
cause such a record to be made, providing it pays for the record.
No action by the UNION under this AGREEMENT shall prevent an EMPLOYEE from pursuing a charge
of discrimination brought under Title VII, The Americans with Disabilities Act, the Age Discrimination
in Employment Act, or the Equal Pay Act.
Article 17: Wages
See ADDENDUM A for wage scale tables.
Newly hired and rehired EMPLOYEES may be started at any step deemed appropriate by the
EMPLOYER based on previous full-time experience. Upon successfully completing the probationary
period, EMPLOYEES will move to the next step of the appropriate wage table. EMPLOYEES continue
to receive step adjustments annually based on the date of hire into their current position with
LAKEVILLE, until reaching the top step of the wage table.
Article 18: Overtime
This article applies to all bargaining members specified. Overtime compensation shall comply with
the Fair Labor Standards Act (FLSA) and Minnesota Statutes, including applicable public safety
exemptions. Overtime shall be compensated as one and one-half (1.5x) the EMPLOYEE’S regular
rate of pay. For those on a primary schedule of 40 hours per week, EMPLOYEES will receive
overtime for all hours in excess of 40 hours within a work week as determined by established payroll
periods. EMPLOYEES moving temporarily from one primary schedule to another will abide by the
overtime rules applicable to their current schedule.
18.1 EMPLOYEES required to remain on duty beyond their scheduled shift due to an
emergency, staffing need, or ongoing incident shall be compensated at the overtime
rate for all holdover time worked.
18.2 Overtime will be calculated to the nearest 15-minute increment.
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18.3 Any EMPLOYEE who is called back to duty outside of their regularly scheduled shift
shall receive a minimum of three (3) hours of overtime pay, regardless of the actual
time worked. Time worked beyond the three-hour minimum shall be compensated
in fifteen (15) minute increments at the applicable overtime rate. A callback occurs
when an EMPLOYEE has completed their scheduled shift and is off-duty and is
requested to return to work.
18.4 Any hours worked in excess of the FLSA work period threshold will be paid at the
applicable overtime rate, or taken as COMP time, if not classified otherwise in this
Article or Agreement.
Article 19: Working Out of Classification
When an EMPLOYEE is required to work at a higher classification those EMPLOYEES hourly wage
shall be increased by ten percent (10%) for the duration of the time that they are working out of
classification. Out of class assignment is defined as an assignment of an EMPLOYEE by a department
authority to substantially perform the duties and responsibilities of a position different from the
EMPLOYEE’S regular position for a period more than four (4) continuous hours.
Article 20: Changes in Qualification
EMPLOYEES employed as of 06/01/2026 shall not be required to obtain paramedic certification as a
condition of continued employment. However, the EMPLOYER retains the right to modify staffing
levels, classifications, and deployment models, and may reduce, reassign, or eliminate positions
based on operational needs. Nothing in this provision guarantees the continuation of any specific
position or assignment.
Article 21: Wages After Promotion/Demotion
21.1 Upon promotion to a higher classification the EMPLOYEE shall be assigned to a step
in the new classification that is no less than five percent (5%) above the EMPLOYEE’s
previous step scale.
21.2 The wage of an EMPLOYEE who voluntarily demotes to a lower classification or who
is demoted for disciplinary reasons shall be at the wage step at which they would
have been in the lower job classification if they had been serving in such lower
classification during the period they served in the higher classification.
Article 22: Healthcare Savings Plan
At the end of the calendar year, any PTO hours more than the maximum carryover shall be
converted and contributed in kind to the EMPLOYEE’s MSRS Healthcare Savings Plan by the
EMPLOYER.
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Article 23: Court Pay
EMPLOYEES required by the EMPLOYER to testify in Court or administrative proceedings at a time
other than their normal scheduled shift shall receive a minimum of three (3) hours at one and one-
half (1.5x) the EMPLOYEE's regular base rate of pay.
Article 24: Physical and Mental Health
24.1 The EMPLOYER will provide annual physicals for all full-time EMPLOYEES in
accordance with current department policy and procedure.
24.2 Upon completion of a cardiac exam, the EMPLOYER agrees to reimburse eligible
EMPLOYEE up to $400 for EMPLOYEE out of pocket expenses not covered by health
insurance every three (3) years. Proof of exam and payment must be submitted for
reimbursement within 45 days of exam date.
24.3 All EMPLOYEES may receive up to five voluntary mental health counselling sessions
annually as needed by the individual provided by the city. The EMPLOYER will offer
CISD or similar after incident counselling on traumatic incidents. The DEPARTMENT
will consult with the Union on mental health support and training.
Article 25: Insurance
25.1 The EMPLOYEE will maintain eligibility for the EMPLOYERS current group insurance
benefits. These benefits shall be adopted by council resolution annually.
25.2 The City of Lakeville will provide an EMPLOYER contribution to health insurance
based on the lowest cost, high-deductible plan. The EMPLOYER will contribute 100%
toward EMPLOYEE only (single) coverage and not less than 70% for two-party or
family coverage options. Once these employer values are set, they will be applied to
the other plan options.
25.3 The EMPLOYER shall contribute 100% of the monthly cost for $50,000 Life Insurance
for the EMPLOYEE as per the coverage and terms of the policy.
25.4 The EMPLOYER shall contribute 100% of the monthly cost of the long-term disability
insurance policy for all eligible employees.
25.5 Should the EMPLOYER contribution amounts to group benefits decrease, both
parties shall be entitled to reopen this section of the contract. The reopener shall be
limited solely to the issue of benefits.
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13
Article 26: Comp Time
26.1 All EMPLOYEES party to this agreement shall be eligible for accrual and utilization of
COMP time as defined in City Policy.
26.2 For EMPLOYEES that work a 40-hour weekly schedule: The maximum number of
COMP hours that may be accumulated shall be 80 hours. All COMP time hours over
40 hours will be paid out to the EMPLOYEE on the last pay period of the year.
26.3 For EMPLOYEES that work an averaged 56-hour weekly schedule: The maximum
number of COMP hours that may be accumulated and carried over into the next
year shall be 48 hours.
Article 27: Paid Time Off (PTO)
27.1 All eligible EMPLOYEES will accrue PTO according to the applicable table provided in
this section by work schedule.
27.2 Limits pertaining to usage and procedural guidelines shall be defined by city policy,
as shall usage and guidance for ESST leaves.
27.3 When switching between a 40-hour and a 56-hour schedule for a long-term change,
accrual rates will be adjusted accordingly.
27.4 No EMPLOYEE entering into this agreement will be moved to the PTO plan that is
currently covered under a legacy Sick and Vacation plan.
27.5 Maximum carryover shall be limited to 480 hours for EMPLOYEES who work an
average 40-hour work week, for EMPLOYEES that work an average 56-hour work
week the maximum shall be 672 hours. Carryover limits will be determined by the
EMPLOYEE’S permanent work schedule.
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14
Annual Accrual Schedules:
40-hour EMPLOYEE
56-hour EMPLOYEE
Page 54 of 230
15
Article 28: Injury on Duty & Duty Restrictions
28.1 EMPLOYEES injured while on duty shall be paid the difference between the
EMPLOYEE's regular rate of pay and any Workers' Compensation benefit. The
EMPLOYEE shall receive supplementary payments from the EMPLOYER equal to the
difference between the total amount of all EMPLOYER Injury-related benefits, i.e.
Workers' Compensation, and their normal rate of pay. Such time shall not be
charged against the EMPLOYEE's leave banks. This shall be supplied for a maximum
period per incident not to exceed 90 consecutive calendar days from the date of
injury.
28.2 Such injury-on-duty pay shall be granted only to EMPLOYEES certified by the
Workers' Compensation carrier as being incapacitated because of injury incurred
while on the actual performance of CITY assigned duties and only during the period
they remain so certified.
28.3 The EMPLOYER shall have the discretion to require an injured EMPLOYEE to submit
to a medical examination by competent medical authority approved by the CITY to
determine if the EMPLOYEE is capable and qualified to return to any assigned CITY
duties commensurate with their capabilities.
28.4 To qualify for such compensation an EMPLOYEE shall comply with all requirements
of the Minnesota Workers' Compensation Act.
28.5 The EMPLOYER may offer temporary modified duty for an EMPLOYEE unable to
perform assigned regular duties. The EMPLOYEE may request this work modification
with a letter from their attending physician. Once work modification has been
requested, the EMPLOYEE will remain on modified duty until EMPLOYEE is released
from the care of their physician. Upon release from the EMPLOYEE’S attending
physician, said EMPLOYEE shall be returned to their previously held position. This
release shall be in written form.
28.6 Modified duty shall mean an assignment within the City, as determined by the FIRE
CHIEF or DESIGNEE, that falls within the restrictions provided by the EMPLOYEE’S
attending physician.
28.7 The city shall comply with Minnesota Statutes 181.939 and 181.940, Minnesota’s
Nursing Mothers, Lactating EMPLOYEEs, and Pregnancy Accommodations.
28.8 If the EMPLOYER determines that the EMPLOYEE’s fitness for duty is not in line with
the provided readiness to work documentation, or they determine the physician
documentation to be not well defined, the EMPLOYER reserves the right to request
the EMPLOYEE return to the physician for more clear and accurate guidance.
Page 55 of 230
16
Article 29: Holidays
New Year’s Day – January 1st Martin Luther King Day – 3rd Monday in Jan.
President’s Day – 3rd Monday in February Memorial Day – Last Monday in May
Juneteenth – June 19th Independence Day – July 4th
Labor Day – 1st Monday in September Veterans Day – November 11th
Thanksgiving Day – 4th Thursday in Nov. Day after Thanksgiving – 4th Friday in Nov.
Christmas Eve – December 24th Christmas Day – December 25th
29.1 On January 1 of any year, the EMPLOYEE will receive the applicable hours of holiday
leave. Any hours in the Holiday Leave bank which are not used will be paid out on
the first payroll of December. These accruals shall be prorated for an EMPLOYEE
who starts employment during the year.
29.2 EMPLOYEES working 56-hour schedule will be given a bank of 240 holiday hours.
Holiday hours must be used in full shift increments. (24 Hours)
29.3 EMPLOYEES working 40-hour schedules shall receive the holidays listed above with
pay provided, however the EMPLOYEES may be scheduled to work on paid holidays
when the nature of their duties or other conditions require.
29.4 When converting from a 56-hour schedule to a 40-hour schedule temporarily, an
EMPLOYEE must use Holiday Time for any holiday that occurs during that time.
29.5 Use of holiday hours, and the restrictions thereof, shall defer to departmental policy.
Article 30: Training Time
30.1 The Lakeville Fire Department takes extensive consideration and attention to
educate and train their members so they can perform their duties to their best
capability. The CITY of Lakeville strives to exceed requirements from State or Federal
regulators. When possible, the CITY of Lakeville encourages all its EMPLOYEES to
further their education.
30.2 Due to budget limitations, EMPLOYEE fairness, and personnel restraints, the
Lakeville Fire Department will find at times the necessity to limit the amount of
training leave that will be provided to each EMPLOYEE.
30.3 The FIRE CHIEF will define and implement a policy for voluntary training such that
offerings and attendance is equitable across all members of the Lakeville Fire
Department.
Page 56 of 230
17
Article 31: Exchange of Shifts / Trades
31.1 The Fire Chief or designee must approve the shift exchange in question.
31.2 EMPLOYEES will only be allowed to exchange shifts with other qualified EMPLOYEES.
31.3 The person initiating the shift exchange shall be responsible for the completion of all
documentation of shift exchange and shall forward the original to the Supervisor or
designee.
31.4 The date(s) for which the “exchanged” time shall be “paid back” within the calendar
year (January to December)
31.5 Any individual who has agreed, in the system, to shift exchange with another
EMPLOYEE shall be responsible for the exchanged shift.
31.6 If the individual who agreed to the shift exchange calls in sick to the agreed upon
shift, they will use PTO hours from their PTO bank to cover the shift hours.
31.7 Shift exchanges are not allowed for shifts that have required training or meetings
scheduled.
31.8 If an individual does not follow the above stated policy, they may have their shift
exchange privileges suspended by the EMPLOYER.
Once an EMPLOYEE (EMPLOYEE A) has agreed to exchange shifts with another EMPLOYEE
(EMPLOYEE B), that EMPLOYEE (EMPLOYEE A) is responsible for the shift that the EMPLOYEE
(EMPLOYEE A) accepted, to the same extent as if it were the EMPLOYEE’s normal assigned shift.
Hours worked by the EMPLOYEE (EMPLOYEE A) responsible for the shift will not count towards the
calculation of overtime hours for that EMPLOYEE.
Article 32: Savings Clause
This AGREEMENT is subject to the Laws of the United States and the State of Minnesota. In the event
any provision of this AGREEMENT shall be held unlawful or unenforceable by any court or
administrative agency of the State of Minnesota or United States of competent jurisdiction, such
provisions shall be voided. All other provisions shall continue in full force and effect. The EMPLOYER
agrees that it will provide the UNION with at least thirty (30) days’ prior written notice prior to any
change and further agrees to at least one (1) meet and confer session with the UNION during said
thirty (30) days. The voided provision shall be renegotiated at the request of either party.
Page 57 of 230
18
Article 33: Complete AGREEMENT
The EMPLOYER and the UNION acknowledge that during the meetings and negotiations which
resulted in this AGREEMENT, each had the right and opportunity to make demands and proposals
concerning the terms and conditions of employment. The AGREEMENTs and understandings reached
by the parties after the exercise of this right are fully and completely set forth in this AGREEMENT.
Any and all prior CITY resolutions, the Personnel Policy Guide, or written Department rules and
regulations regarding the terms and conditions of employment, to the extent inconsistent with the
provisions of this AGREEMENT, are hereby superseded.
All amendments and appendixes to this AGREEMENT shall be identified, dated, and signed by
representatives of the UNION and the EMPLOYER and shall be part of this AGREEMENT.
Article 34: Duration and Effective Date of this AGREEMENT
This AGREEMENT shall be effective as of the (1-January-2026) and shall remain in full force and
effect to and including (31-December-2027). It shall be automatically renewed from year to year
thereafter unless either party shall notify the other in writing no later than ninety (90) calendar days
prior to the expiration of this AGREEMENT that it desires to modify or terminate the AGREEMENT. In
the event such notice is given, negotiations will begin with an initial meeting scheduled by mutual
AGREEMENT.
In the event such written notice is given, and a new AGREEMENT is not signed before the expiration
date of the old AGREEMENT, then said AGREEMENT is to continue in force until a new AGREEMENT
is signed.
IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT on this 18th day of April,
2026.
Page 58 of 230
19
FOR IAFF Local 5542
Dated: , 2026 By:___________________________
Union Representative
Dated: ______________________, 2026 By: __________________________
Union Representative
FOR CITY OF LAKEVILLE
Dated: ______________________, 2026 By: __________________________
Mayor Luke Hellier
Dated: ______________________, 2026 By: __________________________
City Administrator Justin Miller
Britt Nelson (May 12, 2026 21:09:53 CDT)
Britt Nelson05/12/2026
BritNe lsee onN( May a1a2 a,01,0a6 :9B 5
BritNe lsee13CMaCa1a2
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Addendum A
(Wage Tables)
Effec%ve the first pay period in June (June 8, 2026) – all posi%ons will be moved to the next step on their
applicable wage table. Those who are currently at the highest step (step 8), will receive a one-%me lump-
sum payment of 3.75%, in lieu of a step increase.
For 2027 wages, a wage reopener will be completed based on the results of the City’s 2026 wage study.
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Page 60 of 230
Memorandum of Understanding
Between
City of Lakeville and Lakeville Professional Firefighters IAFF Local 5542
The City of Lakeville (hereinafter “Employer”) and Lakeville Professional Firefighters IAFF
Local 5542 (hereinafter “Union”) enter into this memorandum of Understanding (“MOU”) to
establish a mutually agreed-upon work period for purposes of compliance with the Fair Labor
Standards Act (FLSA).
Pursuant to Section 7(k) of the FLSA, the parties agree to adopt and maintain a fourteen (14) day
work period for all employees covered under this Agreement who are assigned to fire protection
activities.
Overtime compensation shall be calculated in accordance with FLSA requirements applicable to a
14-day work period. Currently, this threshold is 106 hours worked in a 14-day period, or as
otherwise required by law.
Employees assigned to fire inspection shall not be subject to the Section 7(k) exemption. For
these employees, overtime shall be paid for all hours worked in excess of forty (40) hours in a
workweek, consistent with the standard FLSA requirements. For administrative and payroll
purposes only, the Employer may maintain a fourteen (14) day pay period; however, such pay
period shall not alter or diminish the 40-hour overtime threshold applicable to these employees.
This agreement shall remain in effect for the duration of the current Collective Bargaining
Agreement (CBA), unless modified by mutual written agreement of the parties.
Nothing in this MOU is intended to diminish any rights or benefits in the current CBA, past
practice, or applicable law. This MOU represents full and complete understanding between the
parties regarding the FLSA work period and supersedes any prior discussions or agreements on
this specific issue.
FOR IAFF Local 5542
Dated: , 2026 By:___________________________
Union Representative
Dated: ______________________, 2026 By: __________________________
Union Representative
FOR CITY OF LAKEVILLE
Dated: ______________________, 2026 By: __________________________
Mayor Luke Hellier
Dated: ______________________, 2026 By: __________________________
City Administrator Justin Miller
Britt Nelson (May 12, 2026 21:09:53 CDT)
Britt Nelson05/12/2026
BritNe lsee onN( May a1a2 a,01,0a6 :9B 5
BritNe lsee13CMaCa1a2
偡来‶ㄠ潦′㌰
LPFF L5542 Contract T_A Final r2
Final Audit Report 2026-05-13
Created:2026-05-05
By:Alissa Frey (afrey@lakevillemn.gov)
Status:Signed
Transaction ID:CBJCHBCAABAA6uihbqdG6T4vIUccmtgWk4MQ5I6S46QH
"LPFF L5542 Contract T_A Final r2" History
Document created by Alissa Frey (afrey@lakevillemn.gov)
2026-05-05 - 1:49:07 PM GMT
Document emailed to Thomas Ness (tness@lakevillemn.gov) for signature
2026-05-05 - 1:49:12 PM GMT
Document emailed to Britt Nelson (bjnelson@lakevillemn.gov) for signature
2026-05-05 - 1:49:12 PM GMT
Email viewed by Britt Nelson (bjnelson@lakevillemn.gov)
2026-05-13 - 2:07:58 AM GMT
Document e-signed by Britt Nelson (bjnelson@lakevillemn.gov)
Signature Date: 2026-05-13 - 2:09:53 AM GMT - Time Source: server - Signature Appearance Selected: TYPE
Email viewed by Thomas Ness (tness@lakevillemn.gov)
2026-05-13 - 4:02:42 AM GMT
Document e-signed by Thomas Ness (tness@lakevillemn.gov)
Signature Date: 2026-05-13 - 4:03:28 AM GMT - Time Source: server - Signature Appearance Selected: TYPE
Agreement completed.
2026-05-13 - 4:03:28 AM GMT
Page 62 of 230
Date: 5/18/2026
Supplemental Agreement with SEH
for Professional Services for 179th Street and Glacier Way Traffic Signal
Proposed Action
Staff recommends adoption of the following motion: Move to approve supplemental agreement
with SEH for professional services for the 179th Street and Glacier Way Traffic Signal, City
Project 27-11.
Overview
The City and Dakota County are partnering to complete preliminary and final engineering for
traffic signal improvements at the 179th Street (CSAH 9) and Glacier Way intersection, City
Project 27-11. This project is programmed in the adopted Capital Improvement Plans of both
agencies. With continued build-out of the Marketplace at Cedar development and corresponding
traffic growth, a signal at this location is warranted based on existing and projected operational
needs. The project includes design and installation of a new traffic signal system, ADA-
compliant pedestrian ramp upgrades, and associated signing and striping improvements.
SEH’s proposal outlines the services and estimated costs to complete the Signal Justification
Report, conduct field survey work, prepare preliminary and final design plans, and provide
construction services. All work will be completed under the City's existing Master Services
Agreement with SEH dated September 20, 2021.
The City and County will enter into a future Joint Powers Agreement that will formally define
project responsibilities, cost participation, and project coordination. As the lead agency, the full
amount of the amendment is shown in this memo; the City's estimated net cost is $23,760.
Supporting Information
1. 2026.05.05 SEH Proposal
Financial Impact: $52,800 Budgeted: Yes Source: Multiple Sources
Envision Lakeville Community Values: Design that Connects the Community
Report Completed by: Jonathan Nelson, Assistant City Engineer
Page 63 of 230
Engineers | Architects | Planners | Scientists
Short Elliott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-3507
651.490.2000 | 800.325.2055 | 888.908.8166 fax | sehinc.com
SEH is 100% employee-owned | Affirmative Action–Equal Opportunity Employer
May 5, 2026 RE: Proposal for Professional Engineering Services
179th Street (CSAH 9) at Glacier Way
Signal-ADA Design and Construction Services
SEH No. LAKEV0000.00
Mr. Jonathan Nelson, PE
Assistant City Engineer
City of Lakeville
20195 Holyoke Avenue
Lakeville, Minnesota 55044
Dear Mr. Nelson:
Short Elliott Hendrickson Inc. (SEH®) is pleased to present this Proposal for Professional Engineering
Services for the City’s 179th Street West/Glacier Way Traffic Signal Project, for design of a new traffic
control signal system at this intersection. Professional Services required for this project are anticipated to
include field survey work, Signal Justification Report (SJR) preparation, preliminary and final design,
specification and contract document preparation, bidding administration and assistance, and optional
construction services (staking and administration, final inspection, and record drawing plan preparation).
For your information, SEH has significant experience in all aspects relating to traffic signals. This
experience includes studying and analyzing the need for traffic signals, writing ICE-signal justification
reports, designing new traffic signal systems, modifying existing traffic signal systems, Emergency
Vehicle Preemption (EVP) design, APS (Accessible Pedestrian Systems) design including corresponding
ADA compliant pedestrian curb ramp design to accommodate pedestrian traffic, traffic signal timing and
coordination, preparing bid documents, and providing construction inspection services. Since 1978, SEH
staff members have designed more than 1,800 traffic signals and more than 300 additional EVP system
designs. A number of these designs have been within Dakota County including designs in the Cities of
Lakeville, Apple Valley, Burnsville, and Eagan. All designs are prepared to meet State Aid Standards.
SEH’s work is well accepted by all agencies, and the signals and EVP systems have all operated
satisfactorily upon completion.
This letter proposal can be the basis for an agreement for the work on this project and all subsequent
services. As part of the project, we have put together the following work plan to perform these services.
The work plan is based on anticipated cooperative efforts between SEH, the City of Lakeville, and the
Dakota County Highway Department. The work plan does, however, provide flexibility to make the most
efficient use of SEH, City, and County staff.
WORK PLAN
Signal Justification Report (SJR)
Both Dakota County and MnDOT Metro District State Aid will require that a full Signal Justification Report
(SJR) be compiled for this intersection to ensure that this intersection meets criteria for warranting and
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May 5, 2026
Mr. Jonathan Nelson, PE
Page 2
justifying a signal system installation. State Aid will not approve a signal installation at this location without
proper justification documentation.
Using traffic count and trip generation information included in the “Lakeville Retail Development -
Marketplace at Cedar” traffic study prepared by ISG in August 2025 (for counts taken by ISG in
November 2024), SEH will compile and compare these intersection traffic volumes and crash history
against Minnesota Manual on Uniform Traffic Control Devices (MnMUTCD) traffic signal warrants for
compliance and justification of a signal system at this intersection. SEH will then prepare a draft SJR for
City (and County) review and comments. No additional traffic counts are proposed to be taken with this
project and are thus not included in our project scope/work plan.
Upon receipt of all comments, SEH will finalize this document, provide bound copies of the full SJR to the
City for signatures, and assist the City in submittal of this report to the County and MnDOT Metro District
State Aid for their review and processing. Any comments on the SJR from the above mentioned
agencies will be addressed by SEH as needed, and revised copies of the SJR will be resubmitted by SEH
to each agency for approval and signatures.
Project Kick-off and Field Survey
Following the notice to proceed, SEH will complete a detailed review of the intersection area and then set
up a project kick-off meeting with you and your staff (and also with Dakota County traffic staff) to
determine the exact details of the coordinated effort. This will allow us to review and evaluate any
geometric, signal equipment placement, and general signal operations concerns, and also helps to
identify special concerns for use in the design.
SEH will perform a detailed field control survey of the intersection area (using Dakota County coordinate
system), develop horizontal and vertical control points at necessary intervals throughout the intersection
area, and perform a topographic survey within the project boundaries as needed to be able to prepare a
detailed base drawing of the intersection area.
The detailed base plans to be prepared for all intersection and signal design work will include locations
and elevations (as needed) of all physical features, confirmation of existing right-of-way, and
determination of alignment along each intersection approach.
As part of this field survey, SEH will coordinate through Gopher State One Call to locate all underground
utility facilities in the area.
It is not anticipated that additional right-of-way will be needed to construct this project. However, if
additional right-of-way is determined to be necessary during design, the City will address this separately
outside of the scope of work to be performed by SEH.
Prepare Plans and Specifications, Contract Documents
Using the field survey work completed by SEH, SEH will prepare a 20 scale AutoCAD base drawing of
the intersection area for use in developing plan sheets. The base drawing will show locations of all
physical features, as well as existing right-of-way. SEH will then prepare a preliminary signal layout and
field wiring diagram for the signal system for City (and County) review. Pole and vehicle detector locations
will be reviewed in the field to ensure appropriate and acceptable placement of these items. After
receiving comments from the City and County, SEH will prepare a final design for the signal system. This
design will be incorporated into final plan sheets including title sheet, intersection layout (with appropriate
intersection lighting), field wiring diagram, all required traffic signal details (including standard plates and
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Mr. Jonathan Nelson, PE
Page 3
estimated quantities tabulations), utility plan sheet, signing and striping plans, and all other items required
to provide a complete plan set suitable for project bidding and construction.
Interconnect plans between this signal system and the Cedar Avenue/179th Street signal system will be
prepared as part of this project scope. Interconnect coordinated timing plans between these signal
systems are anticipated to be prepared by the County and are thus not included in this scope of work.
Final plans will include detailed revised signing and striping plans as needed to accommodate the
installation of a signal system at the intersection.
In addition, plans for revising the existing pedestrian curb ramps at this intersection (to bring these up to
current ADA and PROWAG standards) and also incorporating APS (Accessible Pedestrian Systems, or
audible push buttons) will be completed in detail to meet these standards for construction. This will be
completed on all four corners of the intersection.
As per the request for proposal from the City, “Currently there are no plans for additional lane
configuration changes or lane expansions with the installation of the signal.” Thus, outside of the ADA
improvements and signing-striping modifications, no detailed geometric design for the intersection area is
included in our project work plan. However, this can be added for an additional negotiated cost between
the City and SEH should the City desire to have additional lanes for traffic provided on either/both Glacier
Way approaches as part of this project.
SEH will compile technical specifications (including specifications giving consideration to traffic control
during construction) and contract documents for City and County review. This will coincide with the
preliminary plan submittal to the City and County, to allow ample time to review and provide input on the
final proposed project documents. All contract documents and specifications will be compiled per current
City and State Aid format and requirements. These will be provided to the City electronically upon
completion and approval.
In order to expedite construction, the City (and County) may want to consider pre-ordering and pre-
purchasing long lead-time signal equipment (such as the controller cabinet and cabinet equipment, and
traffic signal mast arms and poles) after plans have been reviewed by the City (and prior to State Aid
submittal of plans). Given that traffic signal mast arms and poles can take 14-20 weeks or more to obtain
after shop drawing approval, if the time required to have a signal system made operational is short, we
strongly recommend that the City up-front purchase these items to expedite the overall construction
schedule. SEH can assist with obtaining price quotes on behalf of the City, providing sample letters that
the City can use to order these materials, and assist with all shop drawing review in order to allow for
these items to be put into the manufacturer’s schedule for fabrication as soon as possible. SEH can
provide these services to the City at no additional cost to the project.
SEH will prepare a detailed opinion of estimated construction costs during the preliminary plan
preparation stage for City review. The detailed estimate will be upgraded during the preparation of final
plans to account for all City, County, and State Aid comments on the project documents.
Specific items that should be included in the signal system design will be discussed with the City and
County as required, and the plan sheets will be signed by a licensed civil engineer. The plans and
specifications will meet all applicable requirements of the Minnesota Manual on Uniform Traffic Control
Devices, the MnDOT State-Aid Standards, and all applicable state and local electrical codes.
SEH will assist the City with obtaining all plan signatures, and will submit the plans and specifications to
the County and also to MnDOT State Aid on behalf of the City. Any revisions requested from the County
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Mr. Jonathan Nelson, PE
Page 4
or MnDOT State Aid will be addressed by SEH, and we will resubmit revised items to each agency on
behalf of the City.
Upon receiving MnDOT State Aid approval of plans and specifications, SEH will furnish a complete set of
bidding documents (plans and specifications) to the City electronically. SEH will also submit digital copies
of the plans, specifications, and estimate (in PDF and AutoCAD format) to the City for your records.
Bidding documents are anticipated to be distributed to all interested parties electronically through the
Quest system.
It is not anticipated that geotechnical investigation services (soil borings) or permit application preparation
will be required as part of this project and thus these items are not included as part of our project scope.
However, if these services are required, SEH can coordinate these services and assist the City with any
submittals related to these items. The City would submit and pay any application fees for permit
submittals, while soil boring costs can be negotiated between the City and SEH as necessary.
Bidding Administration
At the time of bidding, the City will submit the advertisement for bids to the appropriate publications. SEH
will make available copies of the complete bid document as requested by interested bidders during
project advertisement. Project design staff will be available to answer and clarify contractor questions,
and if issues arise that need further clarification; addenda will be prepared and distributed to all plan
holders. After the City opens bids and tabulates bids received, SEH will prepare a letter of
recommendation for award to the City. If the City Council’s decision is to proceed with construction, SEH
will prepare the Notice of Award and Contract Documents and forward to the contractor. The Contract
Documents will then be returned to SEH, and following review to check for completeness, SEH will
forward these Contract Documents to the City for signatures.
Optional Construction Services
If the City requests that SEH perform all construction related services after bid opening and bid award,
SEH can provide these services at additional cost to the design project. As part of these optional
services, SEH would complete all staking of traffic signal facilities by an experienced traffic signal
construction staking staff member. Staking of all signal pole foundations, handholes, the equipment pad
foundation, and all other signal, pedestrian curb ramp, signing and striping facilities will be completed to
allow for these items to be properly placed by the contractor during construction. Staking requirements
will be coordinated between SEH and field representatives of the Contractor (and City as needed). Any
computations needed for staking of the project will be provided by SEH.
As part of the construction services portion of the project, SEH will complete the following tasks:
• Prepare notices for, attend and facilitate a Preconstruction Conference.
• Review and approve shop drawings, materials lists, and review all materials to be used in the
construction of the signal system in accordance with the plans and specifications.
• Perform periodic ongoing construction observation as required, including bi-weekly on-site review of
the project’s work and status (report progress to City).
• Coordinate and attend weekly progress meetings as these are deemed necessary.
• Coordinate and observe all major traffic signal installation work by the contractor.
• Retain a concrete testing services firm and coordinate with that firm to have all testing of concrete (for
new foundations and sidewalks-ped ramps on the project) completed and reviewed. SEH will submit
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Mr. Jonathan Nelson, PE
Page 5
all testing costs separately to the City with our invoices during construction, with the City
paying for the cost of these concrete testing services separately from our proposed work scope
and project costs (due to these costs being unknown at this time)..
• Keep a record of all quantities of each pay item used in the work, and periodically review Contractor’s
progress with respect to these quantities.
• Perform field measurements for use in measuring quantities and preparing record drawings.
• Prepare all pay application forms for submittal to the contractor and the City, in a format approved by
the City.
• Prepare any change orders or supplemental agreements (or other written directives) as necessary.
• Coordinate with Dakota County signal staff for the preparation and installation of signal timing plans for
the signal system.
• Compile a punch list after the signal system has been made operational, for contractor use in
completing all work on the project scope and site.
• Prepare final inspection letter, letter of final review and acceptance for work on the project, and conduct
final warranty inspection of the signal system.
• At the completion of construction, all field records will be collected and Record Drawings will be
prepared. These record drawings will detail the final information of the facilities actually constructed,
will be prepared by SEH and submitted to the City in electronic (pdf) format.
Note that all of the above construction related services are not included in the overall project design
scope and are included under a separate line item cost noted below.
PROJECT TEAM
The proposed key project team that SEH has assigned to this project includes: John Gray, Project
Manager, Signal Design, and Construction Engineer.
John Gray is a Traffic Engineer with 38 years of experience at SEH, having designed more than 1,800
traffic signals and over 300 separate EVP system designs. Many of these designs have been on MnDOT
or State Aid jurisdiction roadways as well as throughout the Twin Cities Metropolitan Area. John also has
significant experience with the design of Dakota County signals, having recently performed traffic signal
design work for the Cities of Apple Valley, Burnsville and Eagan. John currently coordinates all traffic
signal plan preparation and is MnDOT certified for traffic signal inspection. During construction, John will
oversee the day-to-day operations of the traffic signal construction work.
Other staff members familiar with City and County standards are available to assist on the project as
needed.
SCHEDULE
SEH proposes to begin work upon Notice-To-Proceed, and will hold the initial project kickoff meeting
shortly thereafter. All SEH staff assigned to this project will be available to adequately meet project
needs.
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Mr. Jonathan Nelson, PE
Page 6
The following is a preliminary schedule of task completion for the project. This schedule takes into
account our present workload, staff availability, City involvement, and requirements when the signal
system is to be made operational as previously discussed.
Notice to Proceed Issued by City May 2026
Field Survey Completed Within 3 weeks of NTP
Project Kickoff Meeting by June 15, 2026
Submit 60% Plans to City and County by August 15, 2026
Receive Comments, Complete Final Plans and Specifications September 30, 2026
SEH Solicits Price Quotes for Pre-ordering Signal Materials (long-lead) October-November 2026
City Council Approves Plans, SEH Submits to State Aid by October 31, 2026
State Aid Approval of Plans November-December 2026
Bid Opening February 2027
Begin Construction April 2027
Place Signal into Operation July 2027
Project Completion and Close-out Fall 2027
Note that the proposed schedule may vary depending on City and County review time, State Aid review
time, and other considerations during design and construction. Up-front survey work is proposed to be
completed as soon as notice to proceed is given by the City. The signal operational date may be able to
be expedited sooner in 2027 depending on when all materials become available and overall review times.
SEH will work with the City and keep the City informed as to our progress during design and construction,
and will alert the City should the project begin to vary off the proposed design schedules significantly.
COMPENSATION
The proposed work program includes project kick-off and up-front field survey work, SJR report
preparation and submittals, plan and specification preparation, bidding services, and optional construction
services. We propose to be paid for actual work completed (on an hourly basis) based on direct labor
costs, plus the actual cost of reimbursable expenses.
All design work, as defined above, will be done on an hourly basis (plus reimbursable expenses) for an
overall cost-not-to-exceed of $38,300.00 (excluding optional construction services). This cost will not be
exceeded except as otherwise approved by the City.
Optional construction services, as defined above, will be done on an hourly basis (plus reimbursable
expenses) for an overall cost-not-to-exceed of $14,500.00. This cost will not be exceeded except as
otherwise approved by the City.
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May 5, 2026
Mr. Jonathan Nelson, PE
Page 7
Estimated Work Hours
Task Engineer Engineer Survey/Admin.
Asst.
Labor/
Task Expenses Cost/
Task
SJR Report Preparation 8 $2,250 $50 $2,300
Project Kickoff/Survey 4 24 $5,000 $600 $5,600
Signal Design 60 $16,800 $400 $17,200
Bidding and
Administration
8 6 $3,150 $50 $3,200
Curb Ramp-APS Design 60 $9,600 $400 $10,000
Total Hours 80 60 30
Cost $22,400 $9,600 $4,800 $36,800 $1,500 $38,300
Construction (Optional) 40 12 $13,400 $1,100 $14,500
GENERAL SERVICES AGREEMENT
This letter and the existing Professional Services Agreement between the City of Lakeville, MN, and SEH,
dated September 20, 2021, shall form the full agreement for this proposed project. This agreement may
only be modified in writing and if signed by both parties.
CLOSURE
After you have had an opportunity to review this proposal, we would like to hear any comments, concerns
or questions you may have, so please email me at aprok@sehinc.com, or call me at 763.760.3346. If this
proposal is acceptable, please sign and return a copy of this proposal letter authorizing us to proceed with
the project.
We appreciate the opportunity to provide the City of Lakeville with this proposal and look forward to being
able to work with you and the City on this project. After you have had an opportunity to review this
proposal, we would like to hear any comments, concerns or questions you may have, so please email me
at jgray@sehinc.com, or call me at 651-402-4383. If this proposal is acceptable, please sign and return a
copy of this proposal letter authorizing us to proceed with the project. Thank you!
Sincerely,
SHORT ELLIOTT HENDRICKSON INC.
John M Gray, PE
Senior Professional Traffic Engineer
Accepted this ____ day of ____________, 2026
CITY OF LAKEVILLE, MINNESOTA
By: ________________________________ By: ________________________________
Title: _______________________________ Title: _______________________________
Page 70 of 230
Date: 5/18/2026
FiRST Center Rental Agreement
Proposed Action
Staff recommends adoption of the following motion: Move to approve the FiRST Center Rental
Agreement
Overview
This rental agreement for the FiRST Center outlines the mutual understanding between tenants
utilizing the facility and the City of Lakeville. The proposed agreement has undergone review
by the City's legal representation.
Supporting Information
1. First Center Rental Agreement 5.12.26 Remediated
Financial Impact: $0 Budgeted: No Source:
Envision Lakeville Community Values: Safety Throughout the Community
Report Completed by: Brad Paulson, Cheif of Police
Page 71 of 230
236980v5
FiRST CENTER RENTAL AGREEMENT
THIS FiRST CENTER RENTAL AGREEMENT (“Agreement”) between CITY OF
LAKEVILLE, a Minnesota municipal corporation (“LAKEVILLE”) and TENANT.
1. Facility rental. LAKEVILLE agrees to rent the selected Facility(ies) to the TENANT on
the date specified for the duration specified. Effective as of the date of this Agreement,
LAKEVILLE has reserved the space for TENANT’s use in accordance with this Agreement. The
rental of the selected Facility(ies) identified above includes the use of equipment for the
Facility(ies).
2. Rent. TENANT agrees to pay the Rental Fee listed for the use of the Facility. The Rental
Fee must be paid in full at least 13 days prior to the scheduled rental date.
3. Cancellation. TENANT may cancel its reservation of the Facility at any time prior to the
rental date listed above. No cancellation fee will be charged for TENANT cancellations made at
least 14 days in advance of the scheduled rental date. TENANT cancellations made less than 14
days prior to the scheduled rental date are subject to a cancellation fee equal to the Rental Fee. In
its sole discretion, LAKEVILLE may waive the cancellation fee if LAKEVILLE determines that
there was good cause for the cancellation. Cancellation fees are due within 10 days after the date
that TENANT notifies LAKEVILLE of the cancellation. LAKEVILLE may cancel the
reservation if the Facility cannot be used due to damage or loss of utility services, in which case
LAKEVILLE will make a full refund of rental fees previously paid, if any.
4. Tenant Representative. The Representative listed above shall serve as TENANT’s
primary point of contact with LAKEVILLE regarding this Agreement.
5. On-site supervision. TENANT must have an authorized person on site at all times while
using the FiRST CENTER, to supervise TENANT’s use of the rented Facility(ies) and
equipment and to ensure compliance with this Agreement by TENANT, its officials, employees,
volunteers, members, guests and invitees.
6. Responsibility for cleanup, property damage. TENANT must return the rented
Facility(ies) and equipment located within the Facility(ies) to LAKEVILLE in a clean and
orderly condition after TENANT’s use. TENANT shall be responsible for any damage to the
Facility(ies) and equipment as a result of its use. TENANT agrees to pay any invoice for costs of
clean-up or repair within 30 days after the invoice date.
7. Rules and regulations for use. TENANT certifies it has read the rules and regulations
related to the use of FiRST CENTER and agrees to be bound by those rules and regulations in
addition to any applicable federal, state, and local laws, ordinances and regulations while
occupying FiRST CENTER. TENANT shall be responsible for ensuring compliance with this
provision by TENANT’s officials, employees, volunteers, members, guests and invitees.
LAKEVILLE may terminate this Agreement at any time for a violation of its terms, FiRST
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236980v5
CENTER rules and regulations, or violation of any applicable law, statute, ordinance or
regulation.
8. Assumption of risk; waiver. TENANT understands and acknowledges the risks and
hazards associated with using the FiRST CENTER and hereby assumes any and all risks and
hazards associated with that use. TENANT waives any and all claims against LAKEVILLE and
its officials, employees, agents or insurers for any bodily injury (including death), loss or
property damage incurred by TENANT as a result of using FiRST CENTER and releases and
discharges LAKEVILLE and all of its officials, employees, agents or insurers from any and all
claims or liability.
9. Insurance. If TENANT is renting a classroom, no insurance is required. If TENANT is
renting any Facility other than a classroom, TENANT shall take out and maintain until six (6)
months after use of the facility general liability insurance covering property damage, personal
injury, including death, which may arise out of the TENANT’s use of the rented Facility(ies) and
equipment owned by LAKEVILLE. Limits for bodily injury and death shall not be less than
$1,500,000.00 for one person or occurrence. LAKEVILLE shall be named as an additional
insured on the policy on a primary and noncontributory basis and the TENANT shall file with
LAKEVILLE a certificate evidencing coverage at least ten (10) days before TENANT’s use of
the rented Facility(ies). The certificate shall provide that LAKEVILLE must be given ten (10)
days’ advance written notice of the cancellation of the insurance.
10. Indemnification. Except as expressly provided herein, TENANT shall defend,
indemnify, and hold harmless LAKEVILLE and its officers, employees, and agents
(“Indemnified Parties”) from any liabilities, judgments, losses, costs or charges (including
attorney’s fees) incurred by the Indemnified Parties as a result of any claim, demand, action, or
suit relating to bodily injury (including death), or property damage or loss arising out of the use
of the rented Facility(ies) and equipment by TENANT, its officials, employees, volunteers,
members, guests or invitees. If TENANT is the State of Minnesota or a municipality as defined
in Minn. Stat. ch. 466, the foregoing obligation is subject to applicable immunities and liability
limits in Minn. Stat. § 3.736 and Minn. Stat. ch. 466. If TENANT is an instrumentality of the
United States, the foregoing indemnification obligations do not apply. However, the Parties
acknowledge that in such case the Federal Tort Claims Act 28 U.S.C. § 2671 et seq. authorizes
TENANT to pay a claim against the United States for death, personal injury, or damage to or
loss of property when the injury or damage is caused by negligent or wrongful acts or omissions
of the TENANT or its employees while acting within the scope of their employment or under
circumstances where the United States, if a private person, would be liable in accordance with
the law of the location where the act or omission occurred.
11. Waiver. TENANT waives the right to sue LAKEVILLE for any workers’ compensation
benefits paid to TENANT’s employees, volunteers or their dependents, regardless whether the
injuries were caused wholly or in part by the negligence of LAKEVILLE or its officials, agents
or employees.
12. Grant agreement compliance; termination. The construction of FiRST Center was
funded, in part, by a grant from the State of Minnesota Department of Public Safety and is
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236980v5
subject to the terms and conditions of a General Funds Grant Agreement Construction Grant for
the Lakeville Regional Public Safety Training Center (the “Grant”). The Grant was authorized by
Minnesota Laws 2023, chapter 72, Art. 2, Sec. 6 for the purpose of providing training facilities
for first responders serving the south portion of the Twin Cities metropolitan area and adjacent
cities and counties. This Agreement is entered into for the purposes of carrying out the purpose
for which the Grant was allocated, as set forth at Recital B above and pursuant to Minn. Stat. §
471.59. As required by the Grant, Lakeville may terminate this Agreement if: (a) there is a
material default by TENANT of this Agreement or (b) the specific purpose for which the Grant
was allocated is terminated or changed.
13. No Assignment. Neither party may assign its rights or obligations under this Agreement.
14. Minnesota Law. This Agreement shall be construed according to Minnesota law,
without regard to choice of law provisions. Any dispute regarding this Agreement shall be
venued in a court of competent jurisdiction in Dakota County, Minnesota.
Page 74 of 230
Date: 5/18/2026
Resolution Appointing Members to Advisory Boards, Committees and Commissions
Proposed Action
Staff recommends adoption of the following motion: Approve the resolution appointing
members to advisory boards, committees and commissions.
Overview
This resolution appoints Carly Duckworth to serve a two-year term on the Economic
Development Commission, filling a recent vacancy on the Commission.
Supporting Information
1. Carly Duckworth Resolution Appointing Members to Advisory Boards, Committees, and
Commissions
Financial Impact: $ Budgeted: No Source:
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Taylor Snider
Page 75 of 230
CITY OF LAKEVILLE
RESOLUTION NO. 26-
RESOLUTION APPOINTING MEMBERS TO ADVISORY
BOARDS, COMMITTEES AND COMMISSIONS
WHEREAS, advisory boards, committees, and commissions are comprised of
knowledgeable, prominent and credible members in their field of expertise
from within the Lakeville community that are responsible for providing non-
binding professional and strategic advice to the City Council; and
WHEREAS, the City Council annually reviews the membership of each
board, committee and commission, advertises for open positions and
considers appointment of new and existing members.
NOW, THEREFORE, BE IT RESOLVED that the City Council hereby
appoints members as listed on the attached Exhibit A effective April 1, 2026.
ADOPTED by the Lakeville City Council this 18th day of May 2026.
______________________________
Luke Hellier, Mayor
_________________________________
Taylor Snider, Deputy City Clerk
EXHIBIT A
Page 76 of 230
Economic Development
Commission
2-year term Carly Duckworth
Page 77 of 230
Date: 5/18/2026
Agreement with Alpha Video and Audio Inc. for Presentation System Replacement and
Audio Network Switch
Proposed Action
Staff recommends adoption of the following motion: Move to approve the contract with Alpha
Video and Audio Inc. to include labor and materials to upgrade the Council Chambers
presentation system and provide support to work on the audio system.
Overview
This project will replace the Crestron controller (presentation system) and all endpoints with
Crestron DM-NVX devices. DM-NVX is AV-over-IP technology (AVoIP). NVX combines
video, audio, USB and control on a single network connection that can be distributed across an
entire network. They will replace the cabling on the dais, podium, rear screen projector and
equipment at the staff desk in the studio. They will also replace our network switch to add more
ports and provide labor and support to reprogram the audio system microphones. The new
system ensures future savings by moving to digital, reducing future equipment needs and
ensuring that our audio system is working properly.
Supporting Information
1. 20260513_Lakeville_Proposal_PresentationSystem cutdown version for council
Financial Impact: $49,992.85 Budgeted: Yes Source: PEG 2009.6540
Envision Lakeville Community Values: Design that Connects the Community
Report Completed by: Tierney Helmers, Communications Manager
Page 78 of 230
CONFIDENTIAL & PROPRIETARY – NOT FOR DISTRIBUTION
SYSTEM OVERVIEW – SCOPE OF WORK
This project will replace the Crestron controller and all endpoints with Crestron DM-NVX
devices. DM-NVX is AV-over-IP technology (AVoIP). NVX combines video, audio, USB, and
control on a single network connection that can be distributed across an entire network. Alpha
will update the main network switch to provide a reliable base for Dante/AES67 audio and
NVX.
Alpha will provide products and services in the following areas:
1 CHAMBERS PRESENTATION SYSTEM
SECTION 01.01 DISPLAYS (DESTINATIONS FOR VIDEO CONTENT)
The two (2) currently installed audience displays will remain. Alpha will install a Crestron NVX
decoder on the back of each of these Owner Furnished (OFE) Insignia displays. Alpha will run
new network cable to each decoder.
At the dais, the four (4) current Samsung 1440 by 900 displays will remain. Alpha will install
and cable a new NVX decoder routed through an OFE HDMI distribution amplifier to provide
video signals to these displays.
At the lectern, the OFE Creston touch panel will remain. Alpha will configure an NVX decoder
and the OFE Crestron DM-TX-201-C to provide a video input to this touch panel.
Alpha will provide and cable an NVX decoder for the OFE rear screen projector.
At the staff desk, Alpha will install and cable one (1) NVX decoder and reuse the OFE HDMI
distribution amplifier (DA). Unused cables and devices that are under the staff desk will be
removed.
SECTION 01.04 AUDIO
Part of the audio system was recently updated by Alpha in 2025; however, the Netgear
GS728TPP network switch was not upgraded and has reached end-of-life (EOL). Alpha will
replace the EOL switch a Netgear M4250 series managed switch in the Control Room. The
new switch will connect and power the Dante audio system and the Crestron NVX system. A
10G copper connection will be added between the new Control Room switch and the OFE
Netgear Chambers lectern switch. It is assumed that the OFE switch is in working condition; it
is currently supported by Netgear.
Owner Furnished Equipment (OFE) to be reinstalled as part of the audio system includes:
• Tesira FORTE DAN VT – Dante based audio Digital Signal Processing (DSP) system
• Tesira Ex-Logic – DSP expansion device that provide gooseneck microphone mute
button illumination
• Extron NetPA 1004 Dante amplifier and Innovox AE-MicroLift speakers – Provide audio
voice lift for dais and staff desks
• Beyerdynamic MPR-210 – Desktop microphone mounted to ceiling soffit above lectern
• Shure QLXD4 – Wireless handheld microphone and receiver sets (Qty. 2)
• LEA Amplifier and Innovox room speakers – For Chambers PA
Page 79 of 230
Alpha will connect and configure the current DSP to an OFE computer in the control room to
provide echo canceling audio for a soft codec such as Teams or Zoom. The second Shure
OFE wireless receiver that is disconnected will be added back into the system. The OFE
Williams assistive listening transmitter will be connected to the audio DSP system.
SECTION 01.05 SOURCES (SOURCES OF VIDEO CONTENT TO BE DISPLAYED)
Alpha will connect the OFE Wolfvision EYE-14 document camera to the presentation system
via an NVX encoder. Alpha assumes that the ceiling document camera is accessible through
the façade that shrouds it.
For lectern sources, Alpha will install an NVX 4 by 1 switcher. This NVX device will provide two
HDMI inputs and two USB-C inputs. Alpha will connect the OFE computer to one of the HDMI
inputs leaving an HDMI and USB-C connection available for ad hoc use. Alpha will retrofit the
OFE Extron Hideaway cubby with a new plate to accommodate USB-C and HDMI inputs to the
NVX encoder.
Alpha will install and configure an NVX encoder for use with the existing OFE control room PC.
Alpha will configure the production switcher as an input source to the presentation system. To
accomplish this, Alpha will install an Apantac SDI to HDMI converter. The HDMI signal will be
converted to NVX by the Creston encoder. The Apantac card will be installed in the openGear
frame shown in Section 2.04 below.
SECTION 01.07 CONTROL
Alpha will provide and configure a Creston 4-Series control system. The two (2) OFE Creston
touch panels will be updated and redeployed. The City needs to provide the current Crestron
touch panel configuration files. If configuration files are not provided, this will add programming
hours and increase total cost of project. One touch panel will be in the Control Room, and the
other will be at the lectern in the Chambers (see section 01.01 Displays above).
2 BROADCAST PRODUCTION SYSTEM
Alpha will connect the Presentation System to and from the Broadcast System in the following
two ways:
SECTION 02.02 PRODUCTION SWITCHER
OFE Broadcast Pix will remain. The new presentation system will enter the OFE Broadcast Pix
as an SDI source. The presentation signal will be decoded from NVX as HDMI, the HDMI will
be converted to SDI with an OFE converter.
SECTION 02.04 SIGNAL DISTRIBUTION
Alpha will install and commission a new Ross Video openGear frame in the control room. This
will replace an end-of-life frame that currently has power supply issues. Alpha will
recommission existing OFE openGear cards form the old frame to the new frame. Alpha will
install a new Apantac SDI to HDMI card to convert a video signal from the Broadcast Pix to the
Crestron system. This card is mentioned above in Section 1.05.
CONFIDENTIAL & PROPRIETARY – NOT FOR DISTRIBUTION
Page 80 of 230
CONFIDENTIAL & PROPRIETARY – NOT FOR DISTRIBUTION
PROJECT TIMELINE
As a leader in the audio-visual and broadcast integration markets, Alpha understands that this
system is considered mission-critical and impacts the success of your organization. We know
that your event schedule does not change and that the show must go on.
However, to meet your required completion dates, we have established the following
milestones. Timely achievement of each objective will ensure on-time completion. This scope
of work and the pricing in our proposal is based upon the following timeline. Any
deviations will require revising both.
APPROXIMATE MILESTONES
Date Primary Party Requirement
May 19, 2026 Owner Notice to Proceed
NTP +2 Weeks Alpha Drawing submittals complete
NTP +4 Weeks Owner, Alpha Drawing submittals approved; In-
House Build begins
NTP +6 Weeks Owner, Alpha On-Site Build Begins
NTP +8 Weeks Alpha On-Site Build Complete
NTP +9 Weeks Alpha Commissioning Complete
NTP +10 Weeks Owner, Alpha Punchlist & Training Complete
NTP +11 Weeks Alpha Project Closeout
On-site installation can only begin once construction has progressed to the point that electronic
equipment can be installed in a secure and clean job site. Please provide the project manager
with a schedule outlining when this will occur. A change order will be assessed for any delays
beyond the date listed in this proposal.
Page 81 of 230
CONFIDENTIAL & PROPRIETARY – NOT FOR DISTRIBUTION
PROJECT TERMS & CONDITIONS
RESPONSIBILITIES OF THE OWNER
This statement of work indicates the responsibilities of Alpha. As in any system installation, this
project contains several customer responsibilities. They include, but are not limited to:
• Providing requested login credentials and configuration files for Owner Furnished
Equipment (OFE) before the “On-Site Build Begins” date specified in this proposal.
• Providing a secure, clean, and dust-free work site by the “On-Site Build Begins” date
specified in this proposal.
• Providing secured storage locations and/or laydown areas for housing equipment and
installation materials.
• Providing central waste and/or recycling containers for proper disposal of any
installation debris.
• Providing, without request for reimbursement, all high voltage AC electrical equipment
and labor necessary for proper installation – including mains, transformers, panel
boards, surge suppression, receptacles, engineering, stamps, and permits – unless
specified as “Alpha-provided” within this proposal.
• Providing and installing adequate HVAC, lighting, fire suppression, and life safety
systems.
• Providing, installing, and certifying all necessary low voltage infrastructure – including
conduits, pathways, cable trays, penetrations, core drilling, floor boxes, wall boxes, and
back boxes – unless specified as “Alpha-provided” within this proposal.
• Providing and installing adequate primary & secondary steel, structures, supports,
poles, and/or backing for all mounted equipment.
• Providing a professionally installed, fully functional IP network as required with the
capacity to support all system components, bandwidth, routing, and enterprise-level
configuration.
• Facilitating IT/network coordination with appropriate representatives and providing any
requirements during the design engineering process.
• Facilitating custom control system design by coordinating with appropriate
representatives and providing any requirements during the design engineering process.
• Providing access to any owner-furnished equipment, devices, virtual machines, and
programming code in a timely manner upon request.
• Providing uninhibited access to the job site during normal business hours (7am to 7pm
M-F) unless non-standard work hours are included in our proposal; and,
• Coordination of training times with all required staff.
This proposal assumes that work can be carried out continuously throughout the day with
limited to no interruptions. If daily interruptions or delays occur before or during the work
described in this scope, change orders may be required due to inefficiencies related to these
interruptions.
Page 82 of 230
CONFIDENTIAL & PROPRIETARY – NOT FOR DISTRIBUTION
GENERAL TERMS & CONDITIONS
OWNER-FURNISHED EQUIPMENT
This proposal assumes that all existing “owner-furnished” equipment and programming code
required for system functionality is in proper operating condition and without defect. If any of
the required existing equipment is not in proper operating condition, a change order may be
required for the functionality outlined in this proposal.
Any owner-furnished code that is to be reused is subject to review. Please provide Alpha with
all uncompiled code within 14 days of Notice to Proceed. Should owner-furnished code be
deemed inadequate, by our sole discretion, Alpha will present a change order to modify or
rewrite all or part of the code.
DOCUMENTATION
Alpha will provide shop drawings for review and formal approval that reflect the final system
design. Upon completion of the project, a full set of as-built drawings will be provided digitally,
which will include components of the video, audio and control systems, and any architectural
documentation used during the installation. Those drawings will become property of the owner
upon final payment.
PROJECT MANAGEMENT
Alpha will appoint a project manager as your main point of contact regarding this project. The
project manager will manage the installation timeline, oversee the project team, and coordinate
work with any additional trades involved in this installation.
CHANGE REQUESTS
After the project begins, any changes to this scope must be requested as a change order.
Change requests shall be submitted in written form so that both parties fully understand the
request. Any additional costs resulting from change orders shall be the responsibility of the
owner.
PROMOTION
Alpha may decide to leverage this project for sales and marketing purposes. Content used to
promote the project may include, but are not limited to; press releases, blogs, pictures, videos,
and case studies. Your company name and logo may be used as part of the content when
referencing the project. Alpha will provide a list of content assets and the timeline for creating,
approving, and distributing the content, as required. We will share and gain your approval of
any content published in the trade, submitted for awards, etc. You may use any content assets
created by Alpha for your purposes.
Page 83 of 230
CONFIDENTIAL & PROPRIETARY – NOT FOR DISTRIBUTION
SYSTEM WARRANTY AND SUPPORT
Alpha, Inc. guarantees the following:
1. Equipment will be new, unless noted otherwise.
2. All workmanship provided by Alpha will be free of defects and will be repaired, free of
charge, for a period of one (1) year from the date of substantial completion or the first
date of beneficial use of the system, whichever date occurs first. Substantial completion
shall be defined as the point where the work, or designated portion thereof, is
sufficiently complete so that the system can be used for its intended purpose.
3. All equipment and materials provided by Alpha that was manufactured by other
companies will be warrantied under the standard warranty terms of the original
manufacturer.
4. If any questions arise during the warranty period about the installation or operation of
the system, an Alpha engineer will be available to assist and answer any questions by
phone.
5. The warranty does not include nor cover expendable materials used with the system
installation (e.g., light bulbs, lamps, light fixture lamps, fuses, batteries, portable
connection cables, etc.).
6. Alpha is not responsible for the reliability of systems that communicate using wireless
technology. The performance of equipment utilizing wireless communications is
inherently unreliable and will experience "dropouts", distortion, and loss of connectivity
from time to time. Interference from other forms of radio frequency transmissions, such
as radio and television broadcasts, cell phones, and wireless computer networks, is
probable and should be expected.
7. Alpha is not responsible for the performance, testing, or configuration of owner-
furnished data networks that are used to transmit audio, video, and lighting program
data and control signal data. IP-based videoconferencing systems rely upon data
networks that can provide consistent bandwidth for the transmission. Videoconferencing
that is transmitted over the Internet is subject to the intermittent and unreliable nature of
the public network. In the event that the Customer's network is found to be the cause of
defects in the quality of the audio/video signals, is unreliable, or has insufficient
bandwidth to support the A/V/L system and Alpha’s network engineers are required to
troubleshoot or configure the Customer's network, the cost of this service will be
invoiced to the Customer.
8. Any adjustments made by the Customer or the Customer's agent(s), other than routine
operational adjustments, shall not be covered under this warranty statement. Re-
calibration of settings shall be considered by Alpha to be billable time to the Customer
at Alpha's standard engineering rates.
9. Procedures such as routine preventative maintenance functions (e.g., keeping filters
clean, keeping system environment free from foreign materials, etc.) are the
responsibility of the Customer and is not included within this warranty agreement.
Failure on the part of the Customer to perform these routine maintenance functions
shall void this warranty. Preventative maintenance agreements are available at an
additional cost.
Page 84 of 230
CONFIDENTIAL & PROPRIETARY – NOT FOR DISTRIBUTION
10. If warranty work is necessary within the warranty period, Alpha will, at its option, repair
the defective equipment or return it to the manufacturer for repair.
11. Repairs, modifications, or other work performed by personnel not authorized by Alpha
during the period of warranty on any equipment of the system may invalidate the
warranty.
12. Alpha will not be responsible for damages or cost of repairs due to modifications,
adjustments, or additions to the system performed by personnel not authorized by Alpha
prior to acceptance of the system by the Customer.
13. Alpha may withhold warranty service if the Customer has an unpaid balance due to be
paid to Alpha.
14. Regarding Owner-furnished Equipment (OFE):
a. Alpha’s intent is to provide a complete system including all equipment. In some
cases, the Customer may own equipment which they desire to be included with
the installation. Alpha identifies this as OFE.
b. The use of OFE is solely for the convenience of the Customer and is not included
in the warranty or guarantee provided.
c. Alpha shall take reasonable care in handling OFE and install it according to
standard industry practices; however, Alpha takes no responsibility for the
operation, performance, appearance, or effects of OFE before, during, or after its
integration into the system. Alpha reserves the right to accept or reject OFE
based on the equipment's service record, or lack thereof, condition, age, impact
to other system components, and operator life safety. Alpha will not accept OFE
that is purchased by the Customer to replace equipment that is specified in this
proposal.
d. In the event that OFE does not function properly, Alpha shall notify the Customer
to determine if the OFE is to be a) repaired, b) an alternate unit provided by the
Customer, c) the unit is not to be used, or d) Alpha is to provide a new unit. Alpha
shall provide a cost to the Customer for the work to be done. The Customer will
authorize any additional costs to the job.
e. The existing equipment, removed as a courtesy by Alpha, that is not being
reused, shall be handed over to the Customer. Alpha is not responsible for
disposal of the existing equipment or its condition when received by the
Customer.
Page 85 of 230
Alpha (Alpha Video and Audio, Inc.)
7690 Golden Triangle Drive
Eden Prairie, MN 55344
Phone: 952-896-9898 | Fax: 952-896-9899
Visit us at www.AlphaX.us
QUOTE
45983
PREPARED FOR SITE LOCATION
Company:City of Lakeville Company:City of Lakeville Date:2026-05-13
Address:20195 Holyoke Ave Address:20195 Holyoke Ave SALES REPRESENTATIVE
Lakeville, MN 55044 Lakeville, MN 55044 Foster Naylor
Contact:Jack Hoza Contact:Jack Hoza (817) 454 8510
Phone:(952) 985 4418 Phone:(952) 985 4418 foster.naylor@alphax.us
TITLE
Presentation System Replacement Terms: NET 30
MANUFACTURER PART NUMBER DESCRIPTION QTY UNIT PRICE TOTAL PRICE
01 - CHAMBERS PRESENTATION SYSTEM
01.01 DISPLAYS - AUDIENCE LEFT
ALPHA TV OWNER FURNISHED: INSIGNIA TV - WALL
MOUNTED 1.00 $0.00 $0.00
CRESTRON 6511652 DM NVX 4K60 4:2:0 NETWORK AV DECODER WITH
SCALER 1.00 $744.00 $744.00
01.01 DISPLAYS - AUDIENCE LEFT Subtotal:$744.00
01.01 DISPLAYS - AUDIENCE RIGHT
ALPHA TV OWNER FURNISHED: INSIGNIA TV - WALL
MOUNTED 1.00 $0.00 $0.00
CRESTRON 6511652 DM NVX 4K60 4:2:0 NETWORK AV DECODER WITH
SCALER 1.00 $744.00 $744.00
01.01 DISPLAYS - AUDIENCE RIGHT Subtotal:$744.00
01.01 DISPLAYS - DAIS
ALPHA 953BW
OWNER FURNISHED: SAMSUNG SYNCMASTER
953BW 19" WIDESCREEN 1440 X 900 LCD
COMPUTER MONITOR 17.6" WIDE
4.00 $0.00 $0.00
CRESTRON 6511652 DM NVX 4K60 4:2:0 NETWORK AV DECODER WITH
SCALER 1.00 $744.00 $744.00
ALPHA ALPHA-OFE OWNER FURNISHED: HDMI DISTRIBUTION
AMPLIFIER 1.00 $0.00 $0.00
01.01 DISPLAYS - DAIS Subtotal:$744.00
01.01 DISPLAYS - LECTERN
ALPHA TS-1542-TILT-B-S OWNER FURNISHED: CRESTRON TS-1542-TILT-B-
S TOUCH SCREEN 1.00 $0.00 $0.00
CRESTRON 6511652 DM NVX 4K60 4:2:0 NETWORK AV DECODER WITH
SCALER 1.00 $744.00 $744.00
ALPHA DM-TX-201-C OWNER FURNISHED: CRESTRON DM-TX-201-C
ENCODER 1.00 $0.00 $0.00
01.01 DISPLAYS - LECTERN Subtotal:$744.00
01.01 DISPLAYS - PROJECTOR
ALPHA ALPHA-OFE OWNER FURNISHED: PROJECTOR AND REAR
SCREEN 1.00 $0.00 $0.00
CRESTRON 6511652 DM NVX 4K60 4:2:0 NETWORK AV DECODER WITH
SCALER 1.00 $744.00 $744.00
01.01 DISPLAYS - PROJECTOR Subtotal:$744.00
01.01 DISPLAYS - STAFF
ALPHA 953BW
OWNER FURNISHED: SAMSUNG SYNCMASTER
953BW 19" WIDESCREEN 1440 X 900 LCD
COMPUTER MONITOR 17.6" WIDE
2.00 $0.00 $0.00
CRESTRON 6511652 DM NVX 4K60 4:2:0 NETWORK AV DECODER WITH
SCALER 1.00 $744.00 $744.00
ALPHA ALPHA-OFE OWNER FURNISHED: HDMI DISTRIBUTION
AMPLIFIER 1.00 $0.00 $0.00
01.01 DISPLAYS - STAFF Subtotal:$744.00
01.04 AUDIO
NETGEAR GSM4248PX-100NAS 48 PORTS M4250-40G8XF-POE+ 960 W MANAGED
SWITCH 1.00 $3,388.81 $3,388.81
Printed: 2026-05-13 Page 1 of 4
Page 86 of 230
Alpha (Alpha Video and Audio, Inc.)
7690 Golden Triangle Drive
Eden Prairie, MN 55344
Phone: 952-896-9898 | Fax: 952-896-9899
Visit us at www.AlphaX.us
QUOTE
45983
MANUFACTURER PART NUMBER DESCRIPTION QTY UNIT PRICE TOTAL PRICE
ALPHA GSM4212P
OWNER FURNISHED: M4250-10G2XF-POE+
(GSM4212PX) | AV LINE 8X1G POE+ 240W 2X1G
AND 2XSFP+ MANAGED SWITCH
1.00 $0.00 $0.00
FS.COM 87596 AXM765 COMPATIBLE 10GBASE-T SFP+COPPER
80M RJ-45 TRANSCEIVER MODULE 2.00 $165.56 $331.12
ALPHA TESIRA FORTE DAN-
VT OWNER FURNISHED: TESIRA FORTE DAN-VT 1.00 $0.00 $0.00
ALPHA TESIRA EX-LOGIC OWNER FURNISHED: TESIRA EX-LOGIC 1.00 $0.00 $0.00
ALPHA 60-1766-01
OWNER FURNISHED: EXTRON NetPA U 1004 FOUR
CHANNEL POWER AMPLIFIER WITH DANTE AND
DSP. 100 WATTS PER CHANNEL.
1.00 $0.00 $0.00
ALPHA AE-MicroLift
OWNER FURNISHED: INNOVOX AE-MicroLift
ARTICULATION EXTENDER. ULTRA-SLIM 2-WAY
LOUDSPEAKER DESIGNED BE SURFACE-
MOUNTED ON TABLETOPS.
1.00 $0.00 $0.00
ALPHA MPR-210W OWNER FURNISHED: MPR-210 REVOLUTO
DESKTOP MICROPHONE 1.00 $0.00 $0.00
ALPHA ALPHA-OFE OWNER FURNISHED: SHURE QLXD4 WIRELESS
MICROPHONE RECIEVER 2.00 $0.00 $0.00
ALPHA ALPHA-OFE OWNER FURNISHED: LEA AMPLIFIER AND
INNOVOX ROOM SPEAKERS FOR CHAMBERS 1.00 $0.00 $0.00
ALPHA PPA T45 OWNER FURNISHED: PERSONAL PA T45 FM
TRANSMITTER 1.00 $0.00 $0.00
ALPHA ALPHA-OFE OWNER FURNISHED: LAPTOP FOR TEAMS/ZOOM 1.00 $0.00 $0.00
01.04 AUDIO Subtotal:$3,719.93
01.05 SOURCES - DOCCAM
ALPHA EYE-14 OWNER FURNISHED: WOLFVISION DOCUMENT
CAMERA 1.00 $0.00 $0.00
CRESTRON 6511648 DM NVX 4K60 4:2:0 NETWORK AV ENCODER 1.00 $613.80 $613.80
01.05 SOURCES - DOCCAM Subtotal:$613.80
01.05 SOURCES - LECTERN
ALPHA ALPHA-OFE OWNER FURNISHED: LECTERN COMPUTER 1.00 $0.00 $0.00
CRESTRON 6513012 DM NVX 5K 4X1 AV-OVER-IP SWITCHER WITH
HDMI AND USB-C CONNECTIVITY 1.00 $1,922.00 $1,922.00
CRESTRON 6500187 DESKTOP POWER PACK, 24 VDC, 2.5 A, 2.1 MM 1.00 $102.92 $102.92
ALPHA HSA 400
OWNER FURNISHED: TILT-UP HSA HIDEAWAY
SURFACE ACCESS ENCLOSURE: US POWER
OUTLET - BLACK ANODIZED
1.00 $0.00 $0.00
EXTRON 70-1238-72 AAP - DOUBLE SPACE - BLACK: ONE HDMI, USB 3
TYPE-A TO TYPE-B, USB-C, AND NETWORK 1.00 $161.20 $161.20
01.05 SOURCES - LECTERN Subtotal:$2,186.12
01.05 SOURCES - PC
ALPHA OPTIPLEX 3090 OWNER FURNISHED: CONROL ROOM COMPUTER 1.00 $0.00 $0.00
CRESTRON 6511648 DM NVX 4K60 4:2:0 NETWORK AV ENCODER 1.00 $613.80 $613.80
01.05 SOURCES - PC Subtotal:$613.80
01.05 SOURCES - PRODUCTION SWITCHER
APANTAC OG-SDI-HDTV-SET-1
BUNDLE: OG-SDI-HDTV-MB + OG-SDI-HDTV-RM ,
OCCUPIES 2 SLOTS IN OPEN GEAR FRAME. 3G
SDI TO HDMI CONVERTER AND REAR MODULE.
1.00 $401.27 $401.27
CRESTRON 6511648 DM NVX 4K60 4:2:0 NETWORK AV ENCODER 1.00 $613.80 $613.80
01.05 SOURCES - PRODUCTION SWITCHER Subtotal:$1,015.07
01.07 CONTROL
CRESTRON 6511817 4-SERIES CONTROL SYSTEM 1.00 $1,909.60 $1,909.60
ALPHA TS-1542-TILT-B-S OWNER FURNISHED: CRESTRON TS-1542-TILT-B-
S TOUCH SCREEN 1.00 $0.00 $0.00
01.07 CONTROL Subtotal:$1,909.60
01 - CHAMBERS PRESENTATION SYSTEM Subtotal:$14,522.32
Printed: 2026-05-13 Page 2 of 4
Page 87 of 230
Alpha (Alpha Video and Audio, Inc.)
7690 Golden Triangle Drive
Eden Prairie, MN 55344
Phone: 952-896-9898 | Fax: 952-896-9899
Visit us at www.AlphaX.us
QUOTE
45983
MANUFACTURER PART NUMBER DESCRIPTION QTY UNIT PRICE TOTAL PRICE
02 - BROADCAST PRODUCTION SYSTEM
02.02 PRODUCTION SWITCHER
CRESTRON 6511652 DM NVX 4K60 4:2:0 NETWORK AV DECODER WITH
SCALER 1.00 $744.00 $744.00
ALPHA ALPHA-OFE OWNER FURNISHED: HDMI to HD-SDI CONVERTER 1.00 $0.00 $0.00
02.02 PRODUCTION SWITCHER Subtotal:$744.00
02.04 SIGNAL DISTRIBUTION EQUIPMENT
ROSS VIDEO OGX-FR-CN OPENGEAR OGX FRAME WITH COOLING AND
ADVANCED NETWORKING 1.00 $2,354.12 $2,354.12
ALPHA AUDIO TO SDI OWNER FURNISHED: AUDIO TO SDI CONVERTER 1.00 $0.00 $0.00
ALPHA SYNC GENERATOR OWNER FURNISHED: OPENGEAR SYNC
GENERATOR CARD 1.00 $0.00 $0.00
ALPHA 9003 OWNER FURNISHED: DUAL 3G/HD/SD SDI
RECLOCKING DISTRIBUTION AMPLIFIER 1.00 $0.00 $0.00
02.04 SIGNAL DISTRIBUTION EQUIPMENT Subtotal:$2,354.12
02 - BROADCAST PRODUCTION SYSTEM Subtotal:$3,098.12
03 - PROJECT DELIVERY
SECTION COSTS
ALPHA ALPHA-MAT-HSS ALPHA MISC HARDWARE & SHOP SUPPLIES 1.00 $0.00 $0.00
ALPHA ALPHA-
WORKMANSHIP ALPHA WORKMANSHIP WARRANTY 1.00 $0.00 $0.00
ALPHA ALPHA-EXPENSES ALPHA TRAVEL AND OTHER EXPENSES 1.00 $291.38 $291.38
ALPHA ALPHA-MATERIALS ALPHA MATERIALS 1.00 $1,851.50 $1,851.50
ALPHA ALPHA-LABOR ALPHA INTEGRATION LABOR 1.00 $29,870.00 $29,870.00
Section Costs Subtotal:$32,012.88
03 - PROJECT DELIVERY Subtotal:$32,012.88
PROJECT COSTS
SECTION COSTS
ALPHA ALPHA-SMA-SILVER-
1YR
ALPHA ASSURANCE SILVER SERVICE AND
MAINTENANCE AGREEMENT, 1 YR. TERM 1.00
OPTIONAL
$10,908.28 $10,908.28
NOT INCLUDED
Section Costs Subtotal:$0.00
Project Costs Subtotal:$0.00
Subtotal:$49,633.32
Shipping:$359.53
Tax:$0.00
Total:$49,992.85
OPTIONAL ITEMS:
(NOT INCLUDED)
$10,908.28
Printed: 2026-05-13 Page 3 of 4
Page 88 of 230
Alpha (Alpha Video and Audio, Inc.)
7690 Golden Triangle Drive
Eden Prairie, MN 55344
Phone: 952-896-9898 | Fax: 952-896-9899
Visit us at www.AlphaX.us
QUOTE
45983
A 3% convenience fee will be added for all credit card payments.
All information contained within this quote is valid for the next 30 days. Thereafter, all prices and applicable charges are subject to change.
Returns are subject to a minimum 15% restocking fee when accompanied by original packaging.
Quoted prices are based on current tariff schedules and applicable laws as of the date of this quote. Should there be any changes in tariff rates,
regulations, or relevant laws prior to the acceptance of this quote or delivery of goods, the quoted prices may be adjusted accordingly. All tariffs,
duties, and related charges in effect at the time of importation shall be the responsibility of the buyer and will be invoiced as pass-through costs,
subject to change without prior notice.
Sales tax is not included and will be billed at actual cost.
Printed: 2026-05-13 Page 4 of 4
Page 89 of 230
CONFIDENTIAL & PROPRIETARY – NOT FOR DISTRIBUTION
PAYMENT TERMS
Subject to the provisions contained in this proposal and scope of work, the Buyer shall pay a
50% down payment on the project total. This payment shall be due upon receipt of the invoice
for the down payment amount. The project will then be progress invoiced monthly moving
forward, with the down payment being applied to the invoice total first, and any remaining
balance being billed for that month. These subsequent invoices shall be due following the
terms of your account (i.e. – Net 30, Net 15, etc.). If at any time invoices are not paid within
terms or become past due, the Seller may suspend production, shipment, service, or delivery
of the project until the account becomes current.
**Prices are based on current tariff policies and laws, any changes in policy or law from the
date of this quote to the acceptance of this quote will adjust prices.
Page 90 of 230
CONFIDENTIAL & PROPRIETARY – NOT FOR DISTRIBUTION
NOTICE TO PROCEED
Alpha, Inc. shall not, and shall not be obligated to, commence performance of the work
outlined in this proposal until the Owner issues a purchase order or contract for the work.
Alternatively, and to stay on schedule, the Owner may issue Alpha a written notice to proceed
or letter of intent authorizing Alpha to begin work on behalf of the Owner and agreeing to pay
for all equipment, materials, labor and costs accrued by Alpha should a purchase order or final
contract not be agreed upon. This notice to proceed or letter of intent must be presented by
someone authorized by the Owner to approve such an action and can be in the form of an
email or email attachment.
Upon receipt of a notice to proceed, letter of intent, purchase order or contract, Alpha shall
commence with the performance of the work in accordance with the milestone schedule and
shall thereafter diligently pursue the work, assigning to it a priority that should reasonably
permit the attainment of substantial completion on or before the required completion date.
Any delays in the receipt of a notice to proceed, purchase order or contract beyond the date(s)
outlined in the milestone schedule may result in a change order for any additional or overtime
labor and expenses required for Alpha to be substantially complete by the required completion
date.
SIGN-OFF
As an appointed representative of the City of Lakeville, I hereby agree with and approve the
above statement of work including all outlined Terms and Conditions. A purchase order for this
project, in verbal or written form indicates acceptance of this statement of work.
Date: _____________________
Company: ____________________________________________________
Name: ____________________________________________________
Title: ____________________________________________________
Signature: ____________________________________________________
Page 91 of 230
Date: 5/18/2026
Amend 2026 General, Debt, Capital, Internal Service Fund Budgets
Proposed Action
Staff recommends adoption of the following motion: Move to approve the Resolution Amending
the 2026 General, Debt, Capital, and Internal Service Fund Budgets.
Overview
Budget amendments are periodically necessary to align budgets with actual activity, including
year-end purchase order carryforwards and timing differences between fiscal years. Excess bond
proceeds are also being applied to reduce debt service levy requirements and lower borrowing
needs for the 2026 street improvement projects.
These amendments ensure continued compliance with the City's financial policies and provide
more accurate representation of operating revenues and expenditures. Detailed explanations for
the adjustments are included as part of the exhibit to the resolution.
Supporting Information
1. Resolution - Amend 2026 Budgets
2. 2026 Budget Amends_Exhibit A
Financial Impact: $0 Budgeted: No Source: Various
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Julie Stahl, Finance Director
Page 92 of 230
CITY OF LAKEVILLE
RESOLUTION NO. ________
Resolution Amending the 2026 General,
Debt, Capital and Internal Service Fund Budgets
BE IT RESOLVED by the City Council of the City of Lakeville, Minnesota as follows:
1. The 2026 budget for the General Fund is hereby amended for the fiscal year ending
December 31, 2026 as per Exhibit A, as attached hereto.
2. The 2026 budgets for the Debt, Capital, and Internal Service Funds are hereby amended
for the fiscal year ending December 31, 2026 as per Exhibit A, as attached hereto.
ADOPTED by the Lakeville City Council this 18th day of May, 2026.
________________________________
Luke M. Hellier, Mayor
________________________________
Taylor Snider, Deputy City Clerk
Page 93 of 230
05/18/2026 BUDGET AMENDMENT REPORT FOR CITY OF LAKEVILLE Exhibit A
CHANGE TO
POST BUDGET
F# / D#Fund/Department Category DATE REF #DESCRIPTION INCR/(DECR)
1000.1130 General/CityHall Exp - Contract Bldg Rpr 01/01/2026 PO 25-0083 COLUMN REPAIR (PO CARRYFORWARD)7,383.50
7900.7910 Municipal Reserves Exp - Other Contractual 01/01/2026 PO 25-0083 COLUMN REPAIR (PO CARRYFORWARD)7,383.50
5500.5535 WaterTrunk/Well23 Exp - Other Contractual 01/01/2026 PO 24-0015 CP24-07 WELL 23 SITE WORK (PO C/F)5,956.83
4000.4010 Building/CityHall Exp - Capital Outlay 01/01/2026 PO 25-0140 FIRE ALARM DEVICE UPGRADES (PO C/F)16,572.80
5600.5600 San. Sewer Trunk Exp - Other Contractual 01/01/2026 PO 24-0016 CP24-09 OAK SHORES LIFTSTN (PO C/F)14,527.47
6596.6596 2024 Collector Rd Exp - T/O to Debt Svc 02/16/2026 BA #3481 EXCESS BOND PROCEEDS 2024A 24-03 184,060.44
3542.3542 2024A Impr Bonds Rev - T/I from Capital 02/16/2026 BA #3481 EXCESS BOND PROCEEDS 2024A 24-03 184,060.44
3542.3542 2024A Impr Bonds Rev - T/I from Capital 02/16/2026 BA #3481 EXCESS BOND PROCEEDS 2024A 24-02 300,000.00
6595.6595 2024 St. Reconstr.Exp - T/O to Debt Svc 02/16/2026 BA #3481 EXCESS BOND PROCEEDS 2024A 24-02 300,000.00
6595.6595 2024 St. Reconstr.Exp - T/O to Capital 02/16/2026 BA #3481 EXCESS PROCEEDS 2024A 24-02>26-02 475,000.00
6611.6611 2026 St. Projects Rev - T/I from Capital 02/16/2026 BA #3481 EXCESS PROCEEDS 2024A 24-02>26-02 475,000.00
Page 94 of 230
Date: 5/18/2026
Agreement with Xcel Energy for Streetlight Replacement on Jutland Place
Proposed Action
Staff recommends adoption of the following motion: Move to approve an agreement with Xcel
Energy for the replacement of streetlights on Jutland Place.
Overview
Staff is requesting the City Council approval of an agreement with Xcel Energy to replace
streetlights located on Jutland Place. These streetlights are more than 25 years old and have
exceeded the maintenance term under the City’s existing agreement with Xcel Energy. Some of
the streetlights are not working at this time.
The City contracts with both Dakota Electric Association and Xcel Energy for the maintenance
and operation of streetlights within the public right-of-way. The streetlights proposed for
replacement are located within Xcel Energy’s service territory.
Under the proposed agreement, the City would continue to pay the monthly electricity and
maintenance fees and Xcel Energy would maintain the new streetlights for a period of 25 years.
Supporting Information
1. Agreement
Financial Impact: $65,540.62 Budgeted: Yes Source: Streetlight Fund
Envision Lakeville Community Values: Good Value for Public Services
Report Completed by: Paul Oehme, Public Works Director
Page 95 of 230
Updated 11/05/2025
Account No.
Job No.
Job Address Northern States Power Company - Minnesota
Dear
Thank you for choosing Xcel Energy to be your energy provider. We appreciate your business, and our goal is to
deliver you reliable service at an affordable price.
This letter contains important information about your requested service. Please read all details below as
well as any accompanying information and respond accordingly to ensure your project is completed
accurately and timely.
This letter relates to your request for:
Your portion of the cost of this project is . A hard copy invoice will be sent to you via U.S. Mail Postal
Service in the coming days. Please see the attached payment options document for more instructions. Upon
receipt of payment and other required documentation as noted below, your project will be scheduled and you will
be notified of the scheduled date. If paying by check, please note the account number identified at the top of this
letter on your check to ensure accurate and timely payment processing.
Below is a list of additional documentation that you will need to review, sign, and return to the Xcel
Energy Design Operations Specialist by email at NSPMDesignCIAC@xcelenergy.com or U.S. Postal Service to
their address listed at the bottom of the letter. Please retain a copy of all documentation for your records.
Documents to be returned to Xcel Energy:
Additional enclosures:
If you have any questions about the enclosures or about your specific job, please contact the design
representative below and reference your account number and/or job number above.
We look forward to being your energy provider.
Sincerely,
Xcel Energy
Page 96 of 230
Page 1 of 2 Updated 11/05/2025
Customer Payment Options
Xcel Energy offers seven payment options to pay for your construction project. Please select the payment
options that work best for you.
Payment options listed in order of quickest processing
MyAccount/eBill™
Register at xcelenergy.com to make a payment from your checking account. You can also enroll in eBill and an
email will let you know your bill is ready to view at the MyAccount site in place of receiving a mailed paper bill
statement. MyAccount also provides a convenient list of your bill statement and payment history and retains your
banking information for future use. Each additional account number will have to be added to your list of managed
accounts within MyAccount.
Pay by Phone
Make payment from your checking or savings account at no charge by using our automated phone system.
Please call us at 800.895.4999.
Credit/Debit Card Payment
All Xcel Energy residential and business customers are now eligible for payment via credit or debit card. Most
major credit and debit cards accepted. Apple Pay or Google Pay is available to customers with a mobile device.
To pay by phone, call our payment processing partner, Kubra EZ Pay, at 833.660.1365
To pay online, visit www.xcelenergy.com/billing_and_payment and click on the Pay with credit/debit card link
to make an online credit/debit card payment through Kubra EZ Pay.
Please note the current fees along with payment information:
•Residential Customer Accounts
o Payments accepted for up to $1,000 in a single transaction
There is a $1.80 fee per transaction
No fee for Wisconsin and Michigan residential customer accounts
•Non-Residential Customer Accounts
o Payments accepted for up to $100,000 in a single transaction
There is a 2.2% fee per transaction.
All credit/debit card types allow a maximum 25 credit/debit card payments in a 28-rolling-day period, per Xcel
Energy account, per credit/debit card.
*If you receive this message: “The information provided does not match our records please try again,” while trying
to make a payment, please try again the following day after 8am CST.
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Page 2 of 2 Updated 11/05/2025
Overnight Payment Delivery Options
Send your payment and remittance stub including account number (written on the memo line of your check)
via FedEx, UPS or USPS overnight delivery to:
Xcel Energy
C/O Deluxe - Lockbox # 4176
5450 N Cumberland Ave
Chicago, IL 60656
Contact Phone (needed for the form): 800.895.4999
In-Person Pay Stations
Pay in-person at a location near you by visiting xcelenergy.com for pay station locations. Please include the
account number on the memo line of your check.
Please note: A $1.50 transaction fee applies. ($1.45 for Western Union only in Colorado)
Pay by U.S Postal Service
When sending payment by U.S. mail, please include the account number on the memo line of your check.
Do not combine this payment with any other Xcel Energy bill payments. Mail check payments to:
Xcel Energy
P.O. Box 4176
Carol Stream, IL 60197-4176
Electronic Funds Transfer (EFT) (Only available to business)
The Electronic Funds Transfer (EFT) payment process allows business customers to pay via Corporate Trade
Exchange (CTX) formatted Automated Clearing House (ACH) (also referred to as EDI-820), the ability to
electronically remit payment. The payments to Xcel Energy's bank accounts are initiated by the customer through
a series of steps linked to the billing system. The CTX addenda records included with the funds transfer allow the
posting of the payments to occur electronically to the account numbers provided by the customer. To obtain Xcel
Energy’s EFT bank account numbers and to provide transfer confirmation, please email
CustReceive@xcelenergy.com.
Helpful hints to ensure accurate and timely processing of your payment:
•For all payment options, please have your account number available and note on any payment
documentation.
•The hard copy invoice will be sent to you via U.S mail in the coming days. If you would like an electronic
copy of our invoice prior to receiving the hard copy, please contact your Designer who is identified in the
attached letter.
•In order to apply payment to the correct account and avoid unnecessary delays, please make separate
payments for each individual project or invoice.
•Please note that depending on payment selection, it may take up to a few days to process your payment.
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Date: 5/18/2026
Quote for Garage Door Replacement at the Holyoke Water Tower
Proposed Action
Staff recommends adoption of the following motion: Move to approve a quote from Action
Overhead Garage Door to replace the broken garage door at the Holyoke water tower.
Overview
The existing garage door at the Holyoke water tower failed after the opener stopped functioning
correctly and continued pulling past its limit, which stretched the seams and caused irreversible
damage. Staff received quotes from Action Overhead Garage Door and Twin City Garage Door
to replace the commercial garage door. Action Overhead Garage Door was the low bidder with
a total price of 21,018.00 dollars.
Supporting Information
1. Action Overhead Garage Door quote
2. TCGD quote
3. Action Overhead Garage Door contract signed
Financial Impact: $21,018.00 Budgeted: No Source: Water Fund
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Kyle Hanson, Utilities Supervisor
Page 101 of 230
18077 Murphy Lake Blvd.
Prior Lake, MN 55372
952.447.4487
Estimate 213861328
Job
Estimate Date 5/5/2026
Billing Address
City Of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044 USA
Job Address
Water Tower
8720 190th Street West
Lakeville, MN 55044 USA
Estimate Details
Water Tower - Copy
Service #Description Quantity Your Price Your Total
ESTIMATE DOOR 14X14, C.H.I. OVERHEAD DOOR, MODEL 6266, COMMERCIAL ROLL
UP DOOR, NON-INSULATED, FLAT SLATS, STAINLESS STEEL
INTERIOR/EXTERIOR, CHAIN HOIST, NEW JHDC12S1BE SIDE
MOUNT OPENER, INSTALLATION INCLUDED
1.00 $20,168.00 $20,168.00
T/H 1 REMOVAL & RECYCLING OF EXISTING DOORS 1.00 $750.00 $750.00
REHOOK 1 REHOOK GARAGE DOOR OPENER 1.00 $100.00 $100.00
Sub-Total $21,018.00
Tax $0.00
Total $21,018.00
Thank you for choosing Action Overhead Garage Door
Terms & Conditions
By accepting an estimate from Action Overhead Garage Door, LLC (the “Contractor”), “Customer” (defined as a homeowner, builder,
or other contractor) acknowledges and agrees to the following terms and conditions.
Site Conditions – Prior to Installation Date Garage area must be cleared from the opening to the rear of the operator head. If a
technician
must move any items from their workspace or must wait for Customer to move items, there will be an additional fee, or the installation
may have to be rescheduled. Additionally, concrete floor must be in, openings must be properly prepared, and electrical wiring must be
completed.
Estimates - Any estimate provided to Customer is valid for thirty (30) calendar days from the date of issuance. After the expiration
of the 30-day period, Customer will be required to obtain a new estimate.
Payment Terms - A down payment of 50% is required with the balance being due upon completion. Special orders are non-refundable.
Surcharge on Credit Card Payment - A surcharge of 3% will be added if you choose to pay your invoice with a credit card.
Delinquent Account - If a delinquent account is turned over for collection, Customer will be responsible for all costs incurred, including,
but not limited to, collection agency fees, attorney fees, and court costs. Any invoice not paid within 30 days may be subject to a finance
charge up to the maximum rate allowed by law until paid.
Warranty
Installation services are guaranteed for one-year. Product warranty is specific to manufacturer.
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Twin City Garage Door
5601 Boone Avenue North
New Hope, MN 55428 USA
(763) 533-3838
Proposed by: Dustin Baldwin
dustin.baldwin@twincitygaragedoor.us
BILL TO
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044 USA
JOB ADDRESS
Lakeville Water Tower
8720 190th Street West
Lakeville, MN 55044 USA
ESTIMATE
453334352
ESTIMATE DATE
5/6/2026
New Service Door - Copy
Description Total
PROVIDE AND INSTALL NEW 14X14 CORNELL ESD10 STAINLESS STEEL COILING SERVICE DOOR.
NO. 4 STAINLESS STEEL. GRAY POLYESTER ENAMEL GUIDES. NON-INSULATED. REMOVE AND
DISPOSE OF OLD DOOR. ALSO PROVIDE AND INSTALL NEW 1/2 H.P. 115V MGH 5011 MOTOR
OPERATOR. WIRING OF OPERATOR AND CONTROLS BY OTHERS. INCLUDES NEW 3 BUTTON WALL
CONTROL AND SAFETY EDGE.
FOR REMOTE TRANSMITTER ADD $45/EA
*SPECIAL ORDER.
$29,860.00
Sub-Total:$29,860.00
Deposit/Downpayment $0.00
Total Price:$29,860.00
ACCEPTANCE OF ESTIMATE:
By signing below, I confirm acceptance of the Terms & Conditions below and authorize the described work above.
I agree to pay the full contracted amount, including approved change orders.
Name: _______________________________________
Purchase Order (if applicable): ____________________
Signature Date: __________________
Authorization Signature:
TERMS & CONDITIONS
For questions or clarification regarding these terms, please contact us prior to work commencement.
Please note that Twin City Garage Door, Garage Door Store, Chippewa Valley Door, Midwest Doors, and Magic City Garage Door operate under the legal name APi Garage Door.
Payment Terms
Page 103 of 230
Payment is due upon receipt or within thirty (30) days of invoice date for customers with approved credit. Any balance due upon completion of the project may be paid by cash, check, ACH or major credit card.
Past due amounts will incur a finance charge of 1.5% per month. Failure to pay within the required timeline may result in the suspension of further work or deliveries.
Proposal Validity & Acceptance
This proposal is valid for thirty (30) days from the date issued unless withdrawn in writing.
Scheduling
Work will be scheduled upon receipt of the required deposit , if applicable. Completion times are estimates and may vary due to material availability, weather, or other factors beyond our control.
Material Availability
All materials are subject to supplier availability as well as supplier-pricing at the time of shipment or delivery. If specified products are unavailable, we will contact you for approval of suitable alternatives, which
may impact pricing.
Scope of Work & Responsibilities
Quoted price includes only the services and materials specifically listed, applicable tax, standard installation, and a one-year warranty (see below). All site preparation, including opening preparation and
electrical wiring, is the responsibility of you or your contractors. The electrical contractor must provide and install all required controls, conduits, and wiring. Floors must be poured and ready prior to installation of
doors and operators. Floors may also be finished with compact, level gravel. You are responsible for providing an adequate work area, as defined by APi Garage Door. Only the items listed in this work order are
included. Additional repairs, modifications, or upgrades requested by you or required due to unforeseen circumstances will be billed as extra and may require a revised estimate or work order.
Special Orders & Deposits
Deposits may be required for special order materials. These deposits are non-refundable once orders are placed, except in cases where we fail to deliver due to reasons within our control.
Limitation of Liability
API GARAGE DOOR, INCLUDING ITS OWNERS, AFFILIATES, EMPLOYEES, VENDORS AND SUBCONTRACTORS, ARE NOT LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL, LOST PROFIT, OR
DELAY DAMAGES; THE FOREGOING ARE NOT LIABLE FOR ANY DAMAGES THAT EXCEED THE FEES PAID AND RECEIVED FOR THE DIRECT COST OF LABOR AND MATERIALS PROVIDED
UNDER THIS WORK ORDER.
Governing Law; Disputes; Miscellaneous
These terms and conditions are governed by and construed in accordance with the laws of Minnesota and you irrevocably submit to the exclusive jurisdiction and venue of the courts in Minnesota.
Before seeking legal recourse for any harm you believe you have suffered arising from or related to this Work Order, you agree to inform us in writing and to give us 30 days to cure the harm before initiating any
action; unresolved matters may be submitted to mediation or arbitration. You agree that you must pursue any claim you may have arising under or relating to this Work Order and associated content within
twelve (12) months of the first discovery of such claim and any claim not brought within such period is waived and forfeited.
Site Access & Condition
You are responsible for ensuring unobstructed and safe access to the workspace. Any additional costs caused by restricted access, hazardous conditions, or required wait time will be billed to you.
Permits & Regulations
You are responsible for obtaining all required permits, HOA and zoning approvals. APi Garage Door will comply with applicable local regulations and codes.
Cancellation Policy
Written notice is required for cancellations. Cancellations within 48 hours of the scheduled work may result in forfeiture of the deposit or a cancellation fee to cover costs incurred.
Acceptance of Estimate
Approval and acceptance of this Work Order indicate agreement to these terms and conditions. Work will only commence upon receipt of the required deposit, if applicable, and signed acceptance.
Warranty
A one-year limited warranty is provided on materials and workmanship, starting from the installation date. This warranty excludes damage resulting from misuse, improper maintenance, or external causes.
Warranty claims must be submitted in writing within the warranty period. Warranty does not cover damage caused by accidents, misuse, natural disasters, or unauthorized modifications. Manufacturer warranty
may vary. Remedies are limited to repair or replacement at our discretion.
Change Orders & Additional Costs
Any modifications to the original scope must be documented and agreed upon in writing by both parties. Additional work or changes or alternative materials may result in extra charges and adjustments to the
project schedule. Costs are subject to adjustment in the event of imposition of any government-imposed tariff, tax, or similar item. APi Garage Door shall not be liable for any delay or failure to perform its
obligations due to causes beyond its reasonable control, including but not limited to acts of God, war, terrorism, labor disputes, governmental actions, pandemics, or natural disasters.
Estimate Id 453334352
Estimate Date 5/6/2026
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Date: 5/18/2026
Kueber Coffee Minnesota, LLC Conditional Use Permit
Proposed Action
Staff recommends adoption of the following motion: Move to approve a conditional use permit
to allow a convenience restaurant with a drive-through service window in the M-2, Mixed Use
Cedar Corridor District and to allow a commercial building less than 2,000 square feet of floor
area and adopt the findings of fact.
Overview
Kueber Coffee Minnesota, LLC has submitted an application for a conditional use permit to
allow a convenience restaurant with a drive-through service window in the M-2, Mixed Use
Cedar Corridor District and to allow a commercial building less than 2,000 square feet of floor
area. The development is for property located at the southeast corner of 179th Street (CSAH 9)
and Cedar Avenue (CSAH 23), identified as Lot 2, Block 1, Marketplace at Cedar.
Section 11-66-7.E of the Zoning Ordinance allows convenience restaurants with a drive-through
service window by conditional use permit in the M-2, Mixed Use Cedar Corridor
District. Section 11-17-17 of city code states that principal buildings for commercial and
industrial uses having less than 2,000 square feet of floor area may only be allowed upon
approval of a conditional use permit. The conditional use permit requests are to allow a coffee
shop to be approximately 898 square feet in size, including a 510 sq ft building and a 388 sq ft
cooler and storage area. The site is proposed to have a double drive-through lane and no indoor
or outdoor seating.
The Planning Commission held a public hearing on the CUP application at its May 7, 2026,
meeting and unanimously recommended approval. There was no public comment. The
Developer has submitted a revised landscape plan, which satisfies stipulation number 6 of the
Planning report.
Supporting Information
1. CUP Form - Findings of Fact - PC Minutes
2. Planning Report-Narrative-Maps
3. SitePlan-Landscaping-Elevations
Financial Impact: $ Budgeted: No Source:
Envision Lakeville Community Values: Diversified Economic Development
Report Completed by: Heather Botten, Senior Planner
Page 113 of 230
Page 114 of 230
(Reserved for Dakota County Recording Information)
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
CONDITIONAL USE PERMIT NO. 26-_____
1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby
approves a Conditional Use Permit for Kueber Coffee Minnesota, LLC for a convenience
restaurant with a drive-through service window in the M-2, Mixed Use Cedar Corridor
District and to allow a commercial building less than 2,000 square feet of floor area.
2. Property. The permit is for the following described property in the City of Lakeville, Dakota
County, Minnesota:
Lot 2, Block 1, Marketplace At Cedar
3. Conditions. This conditional use permit is issued subject to the following conditions:
a) The site shall be developed according to the plans approved by the City Council.
b) The hours of operation shall be limited to five o’clock (5:00) A.M. to eleven o’clock
(11:00) P.M.
c) Any rooftop and/or ground-mounted mechanical equipment must be screened per
Zoning Ordinance requirements.
d) Plantings on the site must adhere to the landscape plan and an as-built planting plan
provided prior to inspection of the installed landscaping. The Developer must provide
a security with the building permit to guarantee installation of the landscaping.
e) Snow storage shall not occur within required parking spaces.
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2
4. Revocation. The City may revoke the conditional use permit for cause upon determination
that the conditional use permit is not in conformance with the conditions of the permit or is
in continued violation of the city code or other applicable regulations.
5. Expiration. This conditional use permit shall expire unless the applicant commences the
authorized use within one year of the date of this conditional use permit unless an extension
is approved by the Zoning Administrator.
DATED: May 18, 2026
CITY OF LAKEVILLE
BY: _____________________________
Luke M. Hellier, Mayor
SEAL
BY: _____________________________
Taylor Snider, Deputy Clerk
STATE OF MINNESOTA )
(
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me on the 18th day of May 2026 by Luke M.
Hellier, Mayor and by Taylor Snider, Deputy Clerk of the City of Lakeville, a Minnesota
municipal corporation, on behalf of the corporation.
____________________________
Notary Public
DRAFTED BY:
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
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1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
CONDITIONAL USE PERMIT
KUEBER COFFEE MINNESOTA, LLC
FINDINGS OF FACT AND DECISION
On May 7, 2026, the Lakeville Planning Commission met at its regularly scheduled meeting to
consider the application of Kueber Coffee Minnesota, LLC for a conditional use permit to allow a
convenience restaurant with a drive-through service window in the M-2, Mixed Use Cedar
Corridor District and to allow a commercial building less than 2,000 square feet of floor area.
The Planning Commission conducted a public hearing on the conditional use permit application
preceded by published and mailed notice. The applicant was present and the Planning
Commission heard testimony from all interested persons wishing to speak.
The City Council hereby adopts the following:
FINDINGS OF FACT
1. The subject property is located in Comprehensive Planning District 5, which guides the
property for Corridor Mixed Use.
2. The subject site is zoned M-2, Mixed Use Cedar Corridor District.
3. Legal description of the property:
Lot 2, Block 1, Marketplace at Cedar
4. Chapter 4 of the City of Lakeville Zoning Ordinance provides that a conditional use permit
may not be issued unless certain criteria are satisfied. The criteria and our findings regarding
them are:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: The proposed convenience restaurant with a drive-through use is consistent with
the guided mixed-use designation of the property.
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2
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: The proposed convenience restaurant will be compatible with the existing and
future commercial and residential land uses in the surrounding area.
c. The proposed use conforms to all performance standards contained in the Zoning
Ordinance and the City Code.
Finding: Provided compliance with the stipulations of the conditional use permit, the proposed
use will conform to all other performance standards contained in the Zoning Ordinance and
the City Code.
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The property is served with City sanitary sewer and water. The proposed commercial
use will not overburden the City’s service capacity.
e. Traffic generated by the proposed use is within capabilities of streets serving the
property.
Finding: The traffic generated by the proposed commercial use will not overburden the streets
serving the property.
5. The report dated April 29, 2026, and prepared by Heather Botten, Senior Planner, is
incorporated herein.
DECISION
The City Council approves the conditional use permit in the form attached hereto.
DATED: May 18, 2026
CITY OF LAKEVILLE
BY: ________________________
Luke M. Hellier, Mayor
SEAL
BY: ________________________
Taylor Snider, Deputy Clerk
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CITY OF LAKEVILLE
PLANNING COMMISSION MEETING MINUTES
Item 5.b. Kueber Coffee Minnesota, LLC
May 7, 2026
Members Present: Chair Christine Zimmer, Vice Chair Scott Einck, Pat Kaluza, John Swaney,
Jason Swenson, Mark Traffas, Ex-Officio Kelli Coughlin
Members Absent: Amanda Tinsley
Staff Present: Kris Jenson, Planning Manager; Heather Botten, Senior Planner; Jon Nelson,
Assistant City Engineer; Dawn Erickson, Community Development Recorder
5b. Kueber Coffee Minnesota, LLC
Chair Zimmer opened the public hearing to consider the application of Kueber Coffee Minnesota,
LLC for a conditional use permit for a convenience restaurant with a drive-through service window
in the M-2, Mixed Use Cedar Corridor District and to allow a commercial building to be less than
2,000 square feet of floor area.
Jerry Wendel with Wendel X introduced the project.
Senior Planner Heather Botten presented the staff report. The Zoning Ordinance allows
convenience restaurants with a drive-through service window by conditional use permit. It also
requires a conditional use permit for a principal building for a commercial use that is less than
2,000 square feet of floor area. The request is to allow a coffee shop to be approximately 898 square
feet in size, including a 510 square foot building and a 388 square foot cooler and storage area. The
site is proposed to have a double drive-through lane and no indoor or outdoor seating on site.
Community Development Department staff recommend approval of the conditional use permit
for a convenience restaurant with a drive-through service window and a principal structure of less
than 2,000 square feet with the stipulations listed in the planning and the engineering staff reports.
Chair Zimmer opened the hearing to the public for comment.
There was no public comment.
Motion was made by Swaney, seconded by Einck to close the public hearing at 6:20 p.m.
Voice vote was taken on the motion.
Ayes – unanimous
Chair Zimmer asked for comments from the Planning Commission.
Page 119 of 230
Planning Commission Meeting Minutes, May 7, 2026 Page 2
• Chair Zimmer asked if the snow removal in the drive through with the shrubs on the outside
will be manageable, and if the staff that are taking orders outside will have somewhere to warm
themselves when waiting. Mr. Kurth stated the building does have some heating outside. He
stated they do not anticipate a problem with snow removal.
Motion was made by Einck, seconded by Swaney to recommend to City Council approval of the
conditional use permit for a convenience restaurant with a drive-through service window in the
M-2, Mixed Use Cedar Corridor District and to allow a commercial building of less than 2,000
square feet of floor area, and the findings of fact, subject to the following stipulations:
1. The site shall be developed according to the plans approved by the City Council.
2. The hours of operation shall be limited to five o’clock (5:00) A.M. to eleven o’clock (11:00)
P.M.
3. Any rooftop and/or ground-mounted mechanical equipment must be screened per Zoning
Ordinance requirements.
4. Plantings on the site must adhere to the landscape plan and an as-built planting plan provided
prior to inspection of the installed landscaping. The Developer must provide a security with
the building permit to guarantee installation of the landscaping.
5. Snow storage shall not occur within required parking spaces.
6. Prior to City Council consideration, the landscape plan must be updated to comply with the
Foresters’ comments, including adding shrubs along the north property line and additional
landscaping added around the parking lot.
Ayes: Zimmer, Einck, Swaney, Swenson, Traffas, Kaluza
Nays: 0
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Page 136 of 230
Date: 5/18/2026
Accepting Phase 2 Bids for the New Fire Station 2
Proposed Action
Staff recommends adoption of the following motion: Move to approve Phase 2 bids for the
construction of the new Fire Station 2 building (City Project 25-11).
Overview
In 2025, the City Council directed staff to move forward with the design and construction of a
new Fire Station Two on the city-owned property at the northeast corner of 179th Street and
Granby Lane. The city retained CNH Architects to design the fire station and RJM Construction
to manage the project as Construction Manager at Risk. After 18 months of design meetings
with staff, and as reviewed by the City Council, CNH Architects have completed the design and
turned the project over to RJM Construction for bidding.
Bidding the project was divided into two phases. Phase 1 included the earthwork/site grading
and underground utility installation and was previously approved by the City Council on May
4. Phase 2 includes the construction of the fire station building and all other site improvements.
RJM Construction advertised Phase 2 of the project and received multiple bids from the various
trades that are required for the construction of the fire station. After evaluating the bids for the
lowest and most responsible bids, RJM Construction is recommending moving forward with the
contractors listed on the attached Exhibit A.
Exhibit A also includes a list of “owner costs” that include miscellaneous services or fees not
covered under RJM’s Construction Manager at Risk contract. Some of these items include
estimated costs, that will be refined over the next couple of months, with individual contracts
brought to the City Council for consideration at a later date. There have been four of these costs
that have been finalized including:
CIC Inc. for the installation of data cabling and cell signal booster
• ESCI for the procurement and installation of security cameras and prox card readers
• Innovation Office Solutions for the procurement and installation of the furniture
• Braun Intertec for completing building commissioning and special inspections
throughout the project
Staff is recommending approval of these proposals along with the list of bidders recommended
by RJM Construction listed in Exhibit A.
Page 137 of 230
Currently, the project is very close to being on budget at $29,770,377. As we refine the
remaining “owner cost” items it is anticipated the final overall project costs will be under the
estimated $29,734,269 budget.
Supporting Information
1. Resolution Accepting Bids
2. Exhibit A Contractors List
3. ECSI Security and Prox Card Proposal
4. CIC Cable Install Proposal
5. CIC Cell Signal Booster Install Proposal
6. Innovative Office Solutions Furniture Proposal
7. Braun Intertec Proposal
Financial Impact: $29,770,377 Budgeted: Yes Source: Utility Franchise Fees/Bond
Proceeds
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Allyn Kuennen, Assistant City Administrator
Page 138 of 230
CITY OF LAKEVILLE
RESOLUTION NO.______
RESOLUTION ACCEPTING BIDS
FOR THE NEW FIRE STAION TWO CONSTRUCTION
WHEREAS, RJM Construction, as the City of Lakeville’s Construction Manager at Risk
received sealed bids on Tuesday, April 28, 2026, at 1:00 p.m. for the new Fire Station Two
construction.
WHEREAS, Exhibit A attached hereto lists the lowest responsible bidder for each portion of
the construction of the new fire station building; and
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lakeville,
Minnesota does hereby acknowledge acceptance of the bids as shown on Exhibit A attached
hereto.
ADOPTED by the Lakeville City Council on this 18th day of May 2026.
______________________________
Luke M. Hellier, Mayor
_________________________________
Ann Orlofsky, City Clerk
Page 139 of 230
Allyn Kuennen
Assistant City Administrator
City of Lakeville
Re:City of Lakeville Fire Station 2
Dear Allyn Kuennen,
Total Project Estimate:$29,770,377
ALTERNATES:
No. 1A: Add Snow Melt System Labor from manifold through the snowmelt
systems where indictated on drawings.
Included $48,063
No. 1B:Add snow melt system material from manifold through the snowmelt
systems where indicated on drawings
Included $66,288
No. 2A:Add infloor heat system Labor Included $144,543
No. 2B:Add infloor heat system material Included $113,458
CLARIFICATIONS:
No. 1:
No. 2:
No. 3:
No. 4:
No. 5:
Sincerely,
Isaac Lindberg
Estimator III
Our estimate does not include any SAC and WAC fees.
Thank you for the opportunity to provide this estimate. Our team is experienced and competent in your market;
this applied knowledge will assist the team in obtaining the best possible project value. Please feel free to contact
RJM if you have any questions or need additional information.
May 15, 2026
RJM Construction is pleased to present an estimate for the City of Lakeville Fire Station project located in Lakeville,
MN. Together with the City of Lakeville and CNH Architect, we can work as a team to deliver the project goals of
cost, schedule and quality. Our estimate is based upon drawings dated March 31, 2026 & three addendums.
This estimate assumes that all work will be done during regular business hours.
We do not include removing, storing or re-installing any systems furniture.
Phone, data and security are all excluded.
Architectural and engineering fees are not included.
Page 140 of 230
ESTIMATE SUMMARY
ESTIMATE DATE:
PROJECT:
ARCHITECT:
DRAWING DATE:
Final $/sf
DESCRIPTION Sub Contractors Estimate 49,475
Construction Costs
1A - Survey EVS $34,572 $0.00
1B - Final Cleaning Global Construction $26,500 $0.54
Construction Dumpsters & Daily Cleaning RJM $166,942 $3.37
3A Concrete, 4A Masonry, 32B Site - Combined Northland $5,127,290 $103.63
3C - Precast Plank Molin $121,880 $2.46
3B - Polished, Stained, Sealed Concrete QC $179,340 $3.62
5A & 5B - Structural Steel & Erection Combined River City $1,738,000 $35.13
6A - Building Works Tekton $534,000 $10.79
6B - Casework Materials Willmar $387,600 $7.83
7A - Waterproofing & Weather Barrier Henkemeyer $149,954 $3.03
7B - Metal Panels Atomic $773,000 $15.62
7C - Roofing Peterson $998,500 $20.18
7D - Joint Sealants Carfiofini $81,560 $1.65
8A - Doors, Frames, & Hardware Wheeler $374,574 $7.57
8B - Folding & Sectional Doors Yale $792,654 $16.02
8C - Aluminum Framing & Glazing Envision $461,200 $9.32
9A - Metal Stud Framing & Gyp Assemblies RTL $934,964 $18.90
9B - Tile WTG $299,000 $6.04
9C - ACT Twin City Acoustics $168,000 $3.40
9D - Carpet & Resilient Flooring Sonus $221,000 $4.47
9E - Painting Prindle $316,150 $6.39
10A - Lockers H2I $25,500 $0.52
10B - Specialty Materials Bartley $73,701 $1.49
10C Overhead Crane AERO $28,291 $0.57
10D - Flagpoles Morgan-Francis $2,820 $0.06
10E - Signage Albrecht $168,450 $3.40
10F - Fire Pole McINTIRE BRASS $20,850 $0.42
11A - Stainless Steel Countertops Cosney $75,398 $1.52
12A - Window Treatments Sonus $57,500 $1.16
14A - Elevator Otis $178,780 $3.61
21A - Fire Suppression System Frontier $242,600 $4.90
22A - Plumbing Gr Mech $1,812,000 $36.62
23A - HVAC system & Building Automation Davis $2,764,000 $55.87
26A - Electrical NEI $2,836,179 $57.33
27A - Audio/Visual Audio Video Electronics $471,425 $9.53
Temporary Barriers & Enclosures RJM $356,838 $7.21
31A - Earthwork Quad E $740,000 $14.96
32A - Asphalt Paving Pine Bend $204,545 $4.13
32C - Landscaping Great Northern $290,416 $5.87
33A - Utilities T.Scherber $641,680 $12.97
May 15, 2026
City of Lakeville Fire Station 2
CNH Architects
March 31, 2026
2 Page 141 of 230
ESTIMATE SUMMARY
General Conditions RJM $941,883 $19.04
General Requirements RJM $159,538 $3.22
Preconstruction Fee RJM $40,000 $0.81
General Liability Insurance RJM $251,423 $5.08
Builders Risk Insurance LMC $46,810 $0.95
RJM Gap Builders Risk Coverage RJM $15,000 $0.30
Building Permit City of Lakeville $20,000 $0.40
Bond RJM $21,267 $0.43
$26,373,574 $0.00
Escalation $0 $0.00
Design Contingency $0 $0.00
Construction Contingency $1,217,443 $24.61
Contractor's Fee $344,888 $6.97
Total Construction Estimate $27,935,905 $564.65
Owner Costs
SAC/WAC $175,000 $3.54
Braun $23,272 $0.47
Storm Shelter Comissioning Braun $10,400 $0.21
HVAC Commissioning $30,000 $0.61
Special Inspections Braun $81,701 $1.65
Low Voltage Cabling CIC $83,100 $1.68
Fiber Utility LOGIS $25,000 $0.51
Cell Signal Booster CIC $52,000 $1.05
Security Systems ECSI $276,259 $5.58
Station Alerting System $350,167 $7.08
Plymovent $100,000 $2.02
Owner FF&E $325,000 $6.57
GearGrid $72,000 $1.46
Owner Furniture Innovative $220,573 $4.46
Owner Artwork & Signage $10,000 $0.20
Subtotal Owner Costs $1,834,472 $37.08
Design Fees
Design Fees $0 $0.00
$0 $0.00
Subtotal Design Fees $0 $0.00
Contingency
Design Contingency $0 $0.00
Owner Contingency $0 $0.00
Subtotal Contingency $0 $0.00
Total Project Estimate $29,770,377 $601.73
Subtotal Construction Costs
Building Envelope Commissioning
Commissioning Fees
3 Page 142 of 230
April 22, 2026
Mr. Trevor Stewert
RE: Lakeville Fire Station – Security
For your consideration, ECSI is pleased to provide you with this proposal for the work associated
with the above-mentioned project. This proposal is inclusive of all material and labor to ensure
complete installation in accordance with the scope listed below.
Genetec Access Control:
ECSI will include all the following equipment and labor associated:
(3) 16 Reader Life Safety Power Enclosures
(3) Genetec 1502 Boards
(14) Genetec 52 Boards
(33) HID Signo Card Readers
(15) Overhead Door Contacts
(15) Door Contacts
(9) REX Motions
(1) Stentofon IP Video Intercom
(1) Stentofon IP Video Intercom Master Station
(33) Genetec Card Reader Licenses
(1) Genetec Intercom Licenses
Cabling, Installation and Programming Setup
Total System Amount: $186,580.00
CCTV Project (Base Building)
ECSI will include all the following equipment and labor associated:
(2) Hanwha Dual Head Cameras
(12) Hanwha Multi-Sensor 360 Cameras
(1) Hanwha Fisheye 360 Cameras
(3) Hanwha Interior Dome Cameras
Camera Mounts
(18) Genetec Licenses
Surge Protectors for All Exterior Cameras
Installation and Programming Setup
Total System Amount: $89,679.00
1000 Blue Gentian Rd. Suite 300
Eagan, MN 55121
651-735-7470
Page 143 of 230
Clarifications & Exclusions
Work to be performed during normal business hours.
AC power (if needed) to be provided by others.
All Cat6 Cabling to be provided and installed by others.
No patch cords included.
Building Penetrations to be provided by others.
Rough In provided by others.
Electrified lock hardware provided and installed by others. (ECSI can provide this service
if asked)
All conduit to be installed by others.
Warranty: All equipment provided by ECSI is warranted (Parts and Labor) for 1 year.
Terms:Our proposal is valid for 60 days.
Thank you for the opportunity to provide you with this quotation. If you should have any
questions or require further information, please contact me at your convenience.
Sincerely,
Matt Heise, ECSI
Sr. Business Development
Cell – 612-209-6362
Approved By:
___________________________________________________________ ____________________
Luke M. Hellier, Mayor, City of Lakeville Date
___________________________________________________________ ____________________
Ann Orlofsky, City Clerk, City of Lakeville Date
Page 144 of 230
Commercial Infrastructure Cabling, Inc.
3151 131ST AVENUE NW
COON RAPIDS, MN 55448
763.242.4721
Estimate
ADDRESS
Trevor Stewart
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
SHIP TO
Lakeville Fire Department
ESTIMATE #DATE
10751 05/11/2026
DESCRIPTION QTY RATE AMOUNT
Lakeville Fire Department Network Cabling System Installation.
(2) 2 post data racks
(150) Category 6
(50) Category 6A
6 Strand Single-mode Fiber from MDF to both IDFs.
.
Installation Labor 1 43,200.00 43,200.00
LIFT RENTAL 1 2,000.00 2,000.00
Superior Essex Category 6A Plenum 10,000 0.95 9,500.00
Superior Essex Category 6 Plenum 30,000 0.39 11,700.00
Leviton 48 Port Snap-in Patch Panel 5 69.60 348.00
Leviton Category 6 Jacks 300 9.79 2,937.00
Leviton Category 6A Jack 100 15.95 1,595.00
Leviton QuickPort Wallplate Single Gang 2 Port Stainless Steel 100 9.96 996.00
Corning 6F OS2 Indoor Armored OFCP 550 1.89 1,039.50
Leviton Rack Mount Fiber Enclosure.3 374.59 1,123.77
Leviton SM 12F LC Adapter Panel 4 125.85 503.40
Corning Unicam LC SM OS2 Connector 24 27.40 657.60
Miscellaneous parts/Pathway 1 7,500.00 7,500.00
Thank you and have a great day!TOTAL $83,100.27
Approved By:
____________________________________________ _______________________
Luke M. Hellier, Mayor
City of Lakeville Date
_____________________________________________ ______________________
Ann Orlofsky, City Clerk
City of Lakeville Date Page 145 of 230
Commercial Infrastructure Cabling, Inc.
3151 131ST AVENUE NW
COON RAPIDS, MN 55448
763.242.4721
Estimate
ADDRESS
Trevor Stewart
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
SHIP TO
Lakeville Fire Department
ESTIMATE #DATE
10752 05/12/2026
DESCRIPTION QTY RATE AMOUNT
Install Wilson Enterprise 4300 DAS System. 16 internal antennas, and 3
external antennas.
.
Installation Labor 1 12,600.00 12,600.00
Installation Materials 1 40,000.00 40,000.00
Prices are good for 60 days.
Thank you and have a great day!TOTAL $52,600.00
Approved By:
___________________________________________________ ____________________
Luke M. Hellier, Mayor
City of Lakeville Date
___________________________________________________ ____________________
Ann Orlofsky, City Clerk
City of Lakeville Date
Page 146 of 230
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Contract Information:Hon Omnia R240117 C023Ghent TIPS Contract #250802Teknion Omnia SQ433690.016ESI/Fellowes Omnia R221001
Page 155 of 230
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Signature:_________________________ Name:_______________________ Title:____________________ Date____________
Ann Orlofsky City Clerk
Luke M. Hellier Mayor
Page 157 of 230
May 14, 2026 Revised Proposal 10004770_001
City of Lakeville
c/o Isaac Lindberg
RJM Construction
830 Boone Avenue North
Golden Valley, MN 55427
Re: Revised Proposal for Special Inspection and Testing Services
Lakeville Fire Station
Intersection of Dodd Boulevard and Granby Lane
Lakeville, Minnesota
Dear Mr. Lindberg:
Braun Intertec Corporation (Braun Intertec) submits this revised proposal to provide special inspections and
testing services for the new Lakeville Fire Station project that will be located in Lakeville, Minnesota.
We have completed the geotechnical evaluation for this project site, so we have a unique understanding of the
site and construction challenges. We can aid the construction team by applying this experience and
transferring our knowledge developed during the design phase which will provide professional continuity to the
construction. Our work on the project to date gives us familiarity with the project team and design development
which allows us to understand some of the considerations used when developing the projects design.
Our Understanding of the Project
We understand this project will include the construction of a new fire station that will be located southeast of
the intersection of Dodd Boulevard and Granby Lane in Lakeville, Minnesota. We understand that the fire station
structure will have one to two above grade levels and no basement level. Following soil corrections to remove
existing fill soils and other unsuitable soils from below the proposed structure and its oversize areas, the
structure will be supported on cast in place concrete footings and foundation stem walls bearing on the
corrected subgrade. The above grade portions of the structure will generally consist of CMU walls. The structure
will also include a grade supported, reinforced, cast in place concrete slab with a steel framed slab on metal
deck roof. In addition to the structure, the project will also include both bituminous and concrete paving for
at-grade parking/driving lanes, associated below-grade utilities, and a stormwater management pond.
Available Information
This proposal was prepared using the following documents and information.
▪ Plan set and specifications, furnished by CNH Architects and dated March 31, 2026.
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City of Lakeville
Lakeville Fire Station
Revised Proposal 10004770_001
May 14, 2026
Braun Intertec Page 2
▪ Geotechnical Evaluation Report titled Lakeville Fire Station, furnished by Braun Intertec and dated
March 24, 2026.
Project Approach and Staff Qualifications
Special Inspections
Braun Intertec has adopted the International Code Council (ICC) Model Program for Special Inspection to
develop the guiding principles for our special inspection program. This model was selected because it was
designed by the ICC to assist owners, contractors and building officials in the understanding, administration
and enforcement of the special inspection requirements of the International Building Code (IBC). Currently,
there are ICC certifications for soils, reinforced concrete, structural masonry, pre-tension/post-tension
(pre-stressed) concrete, spray-applied fireproofing, structural steel and bolting, and structural welding.
Qualifications and Experience
ICC certified special inspectors will provide special inspections. An ICC certified special inspector is one
who has successfully demonstrated their ability to understand the IBC, construction practices and how to
read and understand construction documents. Through experience and examination, our ICC certified
special inspectors have demonstrated their ability to provide special inspection services.
Inspections and Reporting
Our special inspectors summarize the nature, extent and results of special inspection activities at the time
they are performed on Special Inspection Daily Report forms submitted electronically to the general
contractor’s on-site personnel for review and records. These records can also be transmitted electronically
to others who may want to review these documents on an agreed upon schedule. When unresolved
discrepancies are noted, we will document the issues and work with the design and construction team to
bring them to resolution. Special inspection final reports will be prepared and submitted upon completion as
required by the requirements of the IBC.
Communications
Braun Intertec special inspectors will communicate the results of their inspections to the contractor and our
supervising engineer each day special inspections are performed. We strive to have our special inspectors
develop a working relationship with the project’s structural engineer-of-record. We may attempt contact with
the structural engineering consultant periodically to review the work being performed and to request
clarifications and direction on any item that may require it.
Construction Materials Testing
Qualified technicians working under the direction of a professional engineer will provide the services.
Experience and certification information is available upon request once we are provided with schedule
information. Concrete technicians assigned to the project are ACI Concrete Field Testing Technician – Grade I
certified to conduct the required concrete testing. Soil technicians are certified to use a nuclear gauge for
soil density testing, so test results can be determined on site and evaluated once the required laboratory
Page 159 of 230
City of Lakeville
Lakeville Fire Station
Revised Proposal 10004770_001
May 14, 2026
Braun Intertec Page 3
testing is completed. Field test results will be verbally reported daily to the general contractor on site, with
written field and laboratory reports distributed shortly after.
Firestopping Observation Services
This project requires 3rd party firestop special inspection of through-penetration firestopping and fire-
resistive joint systems under the State Building Code and adopted 2020 Minnesota State Building Code,
Section 1705.17 and Table 1604.5. Under 2020 Minnesota State Building Code, Chapter 16, Table 1604.5 –
this project falls into a High-Rise Hazard, Risk Category III Hazard, or Risk Category IV Hazard, or the project
specifications require the inspection service. Chapter 1705.17 requires inspection of installed firestop
systems by a qualified independent testing agency.
Our inspectors meet the requirements outlined in ASTM E2174, ASTM E2393, and ASTM E3038 for on-site
inspection of installed firestops and have a minimum of 2 years of construction inspection experience. Our
firestop inspectors are certificate holders issued by the International Firestopping Council (IFC) based on
their testing requirements, and/or Factory Mutual (FM Global) according to their FM 4991 Designated
Responsible Individual (DRI) testing requirement, and/or Underwriters Laboratory’s (UL) Designated
Responsible Individual (DRI) testing requirement and having completed coursework and training on proper
procedures for inspection of firestop systems by our internal firestop Inspection training program.
Our special inspectors summarize the nature, extent and results of their special inspection activities at the
time they are performed on Daily Inspection Forms that are submitted to the Authority Having Jurisdiction (AHJ
or Building Official), Authorizing Authority (Architect of Record), general contractor’s on-site personnel for their
review and records, the installer(s), and the main project manager managing the project for Braun Intertec.
Inspection forms will be sequentially numbered and will contain information about one type (per approved
submitted system/Engineering Judgment, by installer) of firestop system. If multiple firestop systems are
inspected in 1 day, then separate inspection forms will be prepared for each firestop system. The daily special
inspection reports will become the basis for our final written report.
Scope of Services
Services are performed under the direction of a licensed professional engineer, on a periodic basis,
depending on the construction schedule and when they are requested by the general contractor. After
reviewing available information, we understand our scope of services for the project will be limited to the
tasks defined below.
Soil Related Services
▪ Observe and evaluate the soils exposed in excavations to determine if the soils are similar to those
encountered with the geotechnical evaluation and suitable for support of fill, foundations, or
pavements. Our engineer can provide consultation for conditions that appear to differ from the
geotechnical evaluation.
▪ Perform laboratory mechanical analyses (gradations) of prospective fill materials.
Page 160 of 230
City of Lakeville
Lakeville Fire Station
Revised Proposal 10004770_001
May 14, 2026
Braun Intertec Page 4
▪ Perform laboratory Proctor tests to determine the maximum Proctor dry densities and optimum
moisture contents of prospective fill materials.
▪ Observe the placement and compaction of fill.
▪ Test compacted fill placed below building footprints and oversizing areas, below slabs and/or
pavements, adjacent to walls, and in utility trenches, to determine if the relative compaction was
achieved.
▪ Engineering oversight and review of the services provided.
Concrete Related Services
▪ Observe concrete reinforcement placement.
▪ Observe the general placement of bolts and other embeds in the plastic concrete.
▪ Sample and test the plastic concrete for slump, air content, temperature and prepare test cylinders
for laboratory compressive strength testing with ACI level 1 field technicians. We will perform concrete
testing on structural items as required by the IBC. Though not required by the IBC we have included
testing for the interior slab on grade, exterior sidewalks, curb and gutter, and pavement, as requested.
▪ Observe the concrete placement and test sample preparation.
▪ Perform laboratory compressive strength testing of the concrete samples.
Structural Masonry Related Services
▪ Observe the structural masonry construction and grouting operation on a periodic basis.
▪ Observe the preparation of grout and masonry block prism samples.
▪ Perform structural masonry grout and structural masonry prism testing.
Structural Steel Related Services
▪ Observe and test the structural steel welded and bolted connections in the field.
▪ Observe and test the metal decking connections for orientation, sidelap fasteners, the hold down
connections and the placement of shear studs.
▪ Observe and document the installation of the base plate anchor bolts.
▪ Observe the installation of post-installed anchors.
Paving Related Services
▪ Observe test rolls of the pavement subgrade soils and aggregate base layer to determine if the
materials tested are capable of supporting bituminous and concrete pavement.
▪ Core the compacted bituminous pavement to obtain samples for thickness and density
measurements.
▪ Perform extraction and extracted aggregate gradation tests on bituminous samples.
Page 161 of 230
City of Lakeville
Lakeville Fire Station
Revised Proposal 10004770_001
May 14, 2026
Braun Intertec Page 5
Firestop Submittal Review, Project Communication, and Reporting Services
▪ Provide review of the approved construction documents. This is at minimum,
o The most current drawing package.
o The firestop specifications section – CSI – 078400.
o The approved firestop submittal, including all UL Listed assemblies and any engineering
judgments to be used, and the product information.
▪ Management, including scheduling of our field personnel and communication with the contractor,
owner, building official, fabricator and design team through our report distribution process.
▪ Transmit the daily field inspection reports within 24 to 48-hour basis to the project team; the installer,
general contractor, owner, building official, and design team.
Engineering Consulting and Project Communication and Reporting Services
▪ Provide engineering consulting services, review test results and observations reports, and prepare
required final reports.
▪ Management, including scheduling of our field personnel and communication with the contractor,
owner, building official, and design team.
▪ Transmit results to the project team on weekly basis to the contractor, owner, building official,
fabricators and design team.
Basis of Scope of Work
The costs associated with the proposed scope of services were estimated using the following assumptions. If
the construction schedule is modified or the contractor completes the various phases of the project at
different frequencies or durations than shown in this proposal, we may need to adjust the overall cost
accordingly. The scope of work and number of trips required to perform these services are as shown in the
attached table. Notable assumptions in developing our estimate include:
▪ This project will begin in spring of 2026 and will be substantially complete by about summer of 2027.
▪ Assumptions regarding the number of trips for special inspections and testing are outlined in the
attached cost estimate table. As the contractor’s schedule becomes available and designs are
finalized, please review this proposed scope of work to determine if the project’s needs and budget
will be met.
▪ The earthwork phase of the project will be substantially complete in 3 weeks. We have assumed that
periodic earthwork observation and testing will be required.
▪ Concrete placements for the structure will be observed throughout the duration by our technician as
required by the IBC and project documents.
Page 162 of 230
City of Lakeville
Lakeville Fire Station
Revised Proposal 10004770_001
May 14, 2026
Braun Intertec Page 6
▪ The inspection of the reinforcement associated with structural concrete will be performed
immediately prior to testing of the concrete with no additional trips or time incurred.
▪ The masonry construction will require inspections to be completed every time grout is placed. Grout
will be placed with high lift grout techniques.
▪ We assume the structural steel fabricator will be AISC certified and review of quality control manual
or inspections of the fabrication shop are not required. If this assumption is not correct, please call
us and we will provide a cost estimate for the fabrication shop inspections.
▪ No special site specific training or gear is required to complete our scope of services.
▪ Mandatory Pre-construction meeting with General Contractor and Sub-Contractor(s) to discuss
firestopping scope.
▪ Review of contract documents, including drawings, specifications, submittals, and materials prior to
installation of firestopping.
▪ Coordination with the firestop installer(s) and general contractor with respect to scheduling.
▪ Safe access to all locations where firestop installations are required. No special site-specific training
or gear is required to complete our scope of services.
▪ We have assumed five trips to inspect installed firestop systems as noted in the construction
documents for the project. Firestop inspection trips include coordination time, travel, construction
meetings (as requested), mandatory pre-installation meetings, preparation of daily written reports for
each inspected firestop system by each installer. Actual installation phasing and sequencing may
modify the number of visits.
▪ Inspection guidelines will be based on IBC code required ASTM E2174 and ASTM E2393 inspection
standards.
▪ Re-inspection or follow-up inspections will be charged on an hourly and/or unit pricing basis at the
billing rates included.
▪ Final report will be provided when firestopping is completed.
▪ You, or others you may designate, will provide us with current and approved plans and specifications
for the project. Modification to these plans must also be sent to us so we can review their
incorporation into the work.
▪ We will require a minimum of 24 hours’ notice for scheduling inspections for a specific time. Shorter
than 24 hours’ notice may impact our ability to perform the requested services, and the associated
impacts will be the responsibility of others.
Cost
We will furnish the services described in this proposal for an estimated fee of $81,701. A tabulation showing
hourly and unit rates associated with our proposed scope of services is attached. The actual cost of our
Page 163 of 230
City of Lakeville
Lakeville Fire Station
Revised Proposal 10004770_001
May 14, 2026
Braun Intertec Page 7
services will be based on the actual units or hours expended to meet the requirements of the project
documents.
This cost estimate was developed with the understanding that the scope of services defined herein will be
required and requested during our normal work hours of 6:00 a.m. to 4:00 p.m., Monday through Friday.
Services that we are asked to provide to meet the project requirements or the contractor’s construction
schedule outside our normal business hours will be invoiced using an overtime rate factor. The factor for
services provided outside our normal work hours or on Saturday will be 1.25 times the listed hourly rate for
the service provided. The factor for services provided on Sunday or legal holidays will be 1.5 times the listed
hourly rate for the service provided. We have not included premiums for overtime in our cost estimate;
however, we recommend that allowances and contingencies be made for overtime charges based on
conversations with the contractor. You will be billed only for services provided on a time and materials basis.
Because our services are directly controlled by the schedule and performance of others, the actual cost may
vary from our estimate. It is difficult to project all of the services and the quantity of services that may be
required for any project. If services are required that are not discussed above, we will provide them at the
rates shown in the attached table or, if not shown, at our current Schedule of Charges. We will invoice you on
a monthly basis.
Page 164 of 230
City of Lakeville
Lakeville Fire Station
Revised Proposal 10004770_001
May 14, 2026
Braun Intertec Page 8
General Remarks
We based the proposed fee on the scope of services described and the assumption that you will authorize
our services within 30 days and that others will not delay us beyond our proposed schedule. If anything in this
proposal is not consistent with your requirements, please let us know immediately.
We include the Braun Intertec General Conditions, which provide additional terms and are a part of our
agreement. To accept this proposal and authorize us to proceed, please sign and return it to us in its entirety.
We appreciate the opportunity to present this proposal to you. We will be happy to meet with you to discuss
our proposed scope of services further and clarify the various scope components. Braun Intertec will not
release any written reports until we have received a signed agreement. Ordering services from Braun Intertec
constitutes acceptance of the terms of this proposal.
To have questions answered or schedule a time to meet and discuss our approach to this project further,
please contact Richard Jett at 952.995.2241 (rjett@braunintertec.com) or Joe Westphal at 952.995.2238
(jwestphal@braunintertec.com).
Sincerely,
Braun Intertec Corporation
Richard S. Jett, PE
Senior Engineer
Joe Westphal, PE
Director, Senior Engineer
Attachments:
Fee Estimate – 10004770_001
General Conditions (11/04/2024)
The proposal is accepted, and Braun Intertec is
authorized to proceed.
_____________________________________________
Authorizer’s Firm
_____________________________________________
Authorizer’s Signature
_____________________________________________
Authorizer’s Name (please print or type)
_____________________________________________
Authorizer’s Title
_____________________________________________
Date
Page 165 of 230
1
Fee Estimate
10004770_001
Lakeville Fire Station - DD
Client: Work Site Address:
RJM Construction LLC
Isaac Lindberg
830 Boone Ave N
Golden Valley, MN 55427-4568
17622 Dodd Boulevard
Lakeville, Minnesota 55044
Qty/Hours Rate Amount
Task 1: Special Inspections & Construction Materials Testing
Subtask 1.1: Special Inspections $74,564.00
Subtask 1.1.1: Soil Observations and Testing $16,813.00
Soil Observations - Excavation Observations 20.00 125.00 $2,500.00
Building Pad 6 Trips @ 2.5 Hr 15.00
Parking / Driving Lanes 2 Trips @ 2.5 Hr 5.00
Soil Compaction Testing - Nuclear - Compaction Testing 75.00 102.00 $7,650.00
Building Pad 8 Trips @ 2.5 Hr 20.00
Parking / Driving Lanes 6 Trips @ 2.5 Hr 15.00
Utility Backfill 10 Trips @ 2.5 Hr 25.00
Interior Slab Subgrade 2 Trips @ 2.5 Hr 5.00
Wall Backfill 4 Trips @ 2.5 Hr 10.00
Soil Sample pick-up - Sample Pickup 3.00 102.00 $306.00
Senior Engineer I 6.00 224.00 $1,344.00
Trip Charge 20.00 50.00 $1,000.00
Nuclear moisture-density meter charge, per hour 75.00 36.00 $2,700.00
Soil Proctor MD Relationship (Standard) ASTM D698 each 3.00 216.00 $648.00
Soil Atterberg Limits LL and PL, Single-Pt, ASTM D4318 each 1.00 155.00 $155.00
Sieve Analysis with No. 200 wash (ASTM C136 and C117) 3.00 170.00 $510.00
Subtask 1.1.2: Concrete Observations and Testing $23,473.00
Concrete Observations - Concrete Observations 22.00 125.00 $2,750.00
Footings / Pads 8 Trips @ 1 Hr 8.00
Foundation Walls 5 Trips @ 1 Hr 5.00
Piers 2 Trips @ 1 Hr 2.00
Interior Slab 6 Trips @ 1 Hr 6.00
Trash Enclosure 1 Trips @ 1 Hr 1.00
Concrete Testing - Concrete Testing 79.00 102.00 $8,058.00
Footings / Pads 8 Trips @ 2.5 Hr 20.00
Foundation Walls 5 @ 2.5 Hr 12.50
Piers 2 @ 2.5 Hr 5.00
Interior Slab 6 @ 2.5 Hr 15.00
Trash Enclosure 1 @ 2.5 Hr 2.50
Concrete Paving 2 Trips @ 3 Hr 6.00
Exterior Flatwork / Curb and Gutter 6 Trips @ 3 Hr 18.00
Concrete Cylinder Pick Up - Cylinder Pickup 20.00 102.00 $2,040.00
Trip Charge 55.00 50.00 $2,750.00
Concrete Compressive Strength Cylinders ASTM C39 each 175.00 45.00 $7,875.00
Footings / Pads 8 Sets @ 5 Qty 40.00
Foundation Walls 5 Sets @ 5 Qty 25.00
Piers 2 Sets @ 5 Qty 10.00
Interior Slab 8 Sets @ 5 Qty 40.00
Trash Enclosure 2 Sets @ 5 Qty 10.00
Concrete Paving 4 Sets @ 5 Qty 20.00
Page 166 of 230
2
Qty/Hours Rate Amount
Exterior Flatwork / Curb and Gutter 6 Sets @ 5 Qty 30.00
Subtask 1.1.3: Masonry Observations and Testing $16,718.00
Masonry Testing - Masonry Testing 92.00 125.00 $11,500.00
Masonry Sample Pick up - Masonry Sample Pickup 2.00 102.00 $204.00
Trip Charge 23.00 50.00 $1,150.00
Masonry Grout Compressive strength ASTM C 1019 each 12.00 84.00 $1,008.00
Masonry Hollow Prism Compressive strength ASTM C 1314
each
12.00 208.00 $2,496.00
Masonry Net area determination ASTM C140 each 12.00 30.00 $360.00
Subtask 1.1.4: Structural Steel Observations $2,850.00
Special Inspector Steel - Structural Steel Observations 20.00 130.00 $2,600.00
Trip Charge 5.00 50.00 $250.00
Subtask 1.1.5: Project Management, Oversight, and Review $7,074.00
Project Assistant 10.00 102.00 $1,020.00
Project Control Specialist II 5.00 150.00 $750.00
Project Engineer 20.00 198.00 $3,960.00
Senior Engineer I 6.00 224.00 $1,344.00
Subtask 1.1.6: Pavement Observations and Testing $4,886.00
Proofroll Observations - proof roll 12.00 130.00 $1,560.00
Concrete/Bituminous/Masonry Coring - Pavement coring 4.00 260.00 $1,040.00
Senior Engineer I 1.50 224.00 $336.00
Trip Charge 4.00 50.00 $200.00
Asphalt Content ASTM D6307 each 2.00 208.00 $416.00
Asphalt Extracted Aggregate Gradation ASTM D5444 each 2.00 145.00 $290.00
Asphalt Rice Specific Gravity ASTM D2041 each 2.00 106.00 $212.00
Coring Equipment and Core Barrel Wear (per 1/2 day) 8.00 30.00 $240.00
Asphalt Thickness and Density of Core ASTM D3549 each 8.00 74.00 $592.00
Subtask 1.1.7: DRI Testing $2,750.00
Double-ring Infiltrometer Cohesive ASTM D3385 Labor & Equip 2.00 1,300.00 $2,600.00
Mobilization - DRI Mobilization 1.00 150.00 $150.00
Task 1 Total: $74,564.00
Task 2: Firestopping Special Inspections
Subtask 2.1: Firestopping Special Inspections $4,330.00
Firestopping Observations 30.00 136.00 $4,080.00
Firestopping Observations 5 Trips @ 6 Hr 30.00
Trip Charge 5.00 50.00 $250.00
Subtask 2.2: Firestopping Project Management and Reporting $2,807.00
Project Assistant 3.00 102.00 $306.00
Project Control Specialist II 0.50 150.00 $75.00
Project Manager - Firestopping Manager 12.00 198.00 $2,376.00
Trip Charge 1.00 50.00 $50.00
Task 2 Total: $7,137.00
Project Total $81,701.00
Page 167 of 230
Rev. 2024-11-04 Page 1 of 2
BRAUN INTERTEC GENERAL CONDITIONS
SECTION 1: AGREEMENT
1.1 Agreement. This agreement consists of these General Conditions and the
accompanying written proposal or authorization (“Agreement”). This Agreement is the
entire agreement between Consultant and Client and supersedes all prior negotiations,
representations or agreements, either written or oral.
1.2 Parties to the Agreement. The parties to this Agreement are the Braun Intertec
entity (“Consultant”) and the client (“Client”) as described in the accompanying written
proposal or authorization. Consultant and Client may be individually referred to as a
Party or collectively as the Parties.
SECTION 2: SCOPE OF SERVICES
2.1 Services. Consultant will provide services (“Services”) in connection with the
project (“Project”) which are specifically described in this Agreement. Client
understands and agrees that Consultant’s Services are limited to those which are
expressly set forth in this Agreement.
2.2 Additional Services. Any Services not specifically set forth in the Agreement
constitute “Additional Services.” Additional Services must be agreed upon in writing by
the Parties prior to performance of the Additional Services and may entitle Consultant
to additional compensation and schedule adjustments. Additional compensation will
be based upon Consultant’s then current rates and fees.
SECTION 3: PERFORMANCE OF SERVICES
3.1 Standard of Care. Consultant will perform its professional Services consistent with
the degree of care and skill exercised by members of Consultant’s profession
performing under similar circumstances at the same time and in the same locality in
which the professional Services are performed. CONSULTANT DISCLAIMS ALL
STATUTORY, ORAL, WRITTEN, EXPRESS, AND IMPLIED WARRANTIES, INCLUDING
WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR
PERFORMANCE OF SERVICES IN A GOOD AND WORKMANLIKE MANNER.
3.2 Written Reports and Findings. Unless otherwise agreed in writing, Consultant’s
findings, opinions, and recommendations will be provided to Client in writing and may
be delivered via electronic format. Client agrees not to rely on oral findings, opinions, or
recommendations.
3.3 Observation or Sampling Locations. Locations of field observations or sampling
described in Consultant’s report or shown on Consultant’s sketches reference Project
plans or information provided by others or estimates made by Consultant’s personnel.
Consultant will not survey, set, or check the accuracy of those points unless Consultant
accepts that duty in writing. Client agrees that such dimensions, depths, or elevations
are approximations unless specifically stated otherwise in the report. Client accepts the
inherent risk that samples or observations may not be representative of items not
sampled or seen and further that site conditions may vary over distance or change over
time.
3.4 Project Site Information. Client will provide Consultant with prior environmental,
geotechnical and other reports, specifications, plans, and information to which Client
has access about the Project site and which are necessary for Consultant to carry out
Consultant’s Services. Client agrees to provide Consultant with all plans, changes in
plans, and new information as to Project site conditions until Consultant has completed
its Services.
3.5 Subsurface Objects. To the extent required to carry out Consultant’s Services,
Client agrees to provide Consultant, in a timely manner, with information that Client has
regarding buried objects at the Project site. Consultant will not be responsible for
locating buried objects or utilities at the Project site unless expressly set forth in this
Agreement, or expressly required by applicable law. Client agrees to hold Consultant
harmless, defend, and indemnify Consultant from claims, damages, losses, penalties
and expenses (including attorney fees) involving buried objects or utilities that were not
properly marked or identified or of which Client had or should have had knowledge but
did not timely notify Consultant or correctly identify on the plans Client or others
furnished to Consultant. Consultant, from time to time, may hire a third party to locate
underground objects or utilities and, unless otherwise expressly stated in this
Agreement, such action shall be for the sole benefit of Consultant and in no way will
alleviate Client of its responsibilities hereunder.
3.6 Hazardous Materials. Client will notify Consultant of any knowledge or suspicion of
the presence of hazardous or dangerous materials present on any Project site or in any
sample or material provided to Consultant. Client agrees to provide Consultant with
information in Client’s possession or control relating to such samples or materials. If
Consultant observes or suspects the presence of contaminants not anticipated in this
Agreement, Consultant may terminate Services without liability to Client or to others,
and Client will compensate Consultant for fees earned and expenses incurred up to the
time of termination.
3.7 Supervision of Others. Consultant shall have no obligation to supervise or direct
Client’s representatives, contractors, or other third parties retained by Client.
Consultant has no authority over or responsibility for the means, methods, techniques,
sequences, or procedures of construction selected or used by Client, Client’s
representatives, contractors, or other third parties retained by Client.
3.8 Safety. Consultant will provide a health and safety program for its employees as well
as reasonable personal protective equipment (“PPE”) typical for the performance of the
Services provided by this Agreement and as required by law. Consultant shall be entitled
to compensation for all extraordinary PPE required by Client. Client will provide, at no
cost to Consultant, appropriate Project site safety measures which are necessary for
Consultant to perform its Services at the Project location or work areas in connection
with the Project. Consultant’s employees are expressly authorized by Client to refuse to
work under conditions that may, in an employee’s sole discretion, be unsafe.
Consultant shall have no authority over or be responsible for the safety precautions and
programs, or for security, at the Project site (except with respect to Consultant’s own
Services and those of its subconsultants).
3.9 Project Site Access and Damage. Client will provide or ensure access to the site.
In the performance of Services some Project site damage is normal even when due care
is exercised. Consultant will use reasonable care to minimize damage to the Project
site. Unless otherwise expressly stated in this Agreement, the cost of restoration for
such damage has not been included in the estimated fees and will be the responsibility
of the Client.
3.10 Monitoring Wells. To the extent applicable to the Services, monitoring wells are
Client’s property, and Client is responsible for monitoring well permitting, maintenance,
and abandonment unless otherwise expressly set forth in this Agreement.
3.11 Contaminant Disclosures Required by Law. Client agrees to make all disclosures
related to the discovery or release of contaminants that are required by law. In the event
Client does not own the Project site, Client acknowledges that it is Client’s duty to
inform the owner of the Project site of the discovery or release of contaminants at the
site. Client agrees to hold Consultant harmless, defend, and indemnify Consultant from
claims, damages, penalties, or losses and expenses, including attorney fees, related to
Client’s failure to make any disclosure required by law or for failing to make the
necessary disclosure to the owner of the Project site.
SECTION 4: SCHEDULE
4.1 Schedule. Consultant shall complete its obligations within a reasonable time and
shall make decisions and carry out its responsibilities in a manner consistent with the
Standard of Care. Specific periods of time for rendering Services or specific dates by
which Services are to be completed are provided in this Agreement. If Consultant is
delayed in the performance of the Services by actions, inactions, or neglect of Client or
others for whom Client is responsible, by changes ordered in the Services, or by other
causes beyond the control of Consultant, including force majeure events, then the time
for Consultant’s performance of Services shall be extended and Consultant shall
receive payment for all expenses attributable to the delay in accordance with
Consultant’s then current rates and fees.
4.2 Scheduling On-Site Observations or Services. To the extent Consultant’s Services
require observations, inspections, or testing be performed at the Project site, Client
understands and agrees that Client, directly or indirectly through its authorized
representative, has the sole right and responsibility to determine and communicate to
Consultant the scheduling of observations, inspections, and testing performed by
Consultant. Accordingly, Client also acknowledges that Consultant bears no
responsibility for damages that may result because Consultant did not perform such
observations, inspections, or testing that Client failed to request and schedule. Client
understands that the scheduling of observations, inspections, or testing will dictate the
time Consultant’s field personnel spend on the job site and agrees to pay for all services
provided by Consultant due to Client’s scheduling demands in accordance with
Consultant’s then current rates and fees.
SECTION 5: COST AND PAYMENT OF SERVICES
5.1 Cost Estimates. Consultant’s price or fees provided for in this Agreement are an
estimate and are not a fixed amount unless otherwise expressly stated in this
Agreement. Consultant’s estimated fees are based upon Consultant’s experience,
knowledge, and professional judgment as well as information available to Consultant at
the time of this Agreement. Actual costs may vary and are not guaranteed or warrantied.
5.2 Payment. Consultant will invoice Client on a monthly basis for Services performed.
Client will pay for Services as stated in this Agreement together with costs for Additional
Services or costs otherwise agreed to in writing within thirty (30) days of the invoice date.
Unless otherwise stated in this Agreement or agreed to in writing, Consultant’s costs for
all services performed will be based upon Consultant’s then current rates, fees, and
charges. No retainage shall be withheld by Client. All unpaid invoices will incur an
interest charge of 1.5% per month or the maximum allowed by law.
5.3 Other Payment Conditions. Consultant will require Client credit approval and
Consultant may require payment of a retainer fee. Client agrees to pay all applicable
taxes. Client’s obligation to pay for Services under this Agreement is not contingent on
Client’s ability to obtain financing, governmental or regulatory agency approval,
permits, final adjudication of any lawsuit, Client’s successful completion of any project,
receipt of payment from a third party, or any other event.
5.4 Third Party Payment. Provided Consultant has agreed in writing, Client may request
Consultant to invoice and receive payment from a third party for Consultant’s Services.
Consultant, in its sole discretion, may also require the third party to provide written
acceptance of all terms of this Agreement. Neither payment to Consultant by a third
party nor a third party’s written acceptance of all terms of this Agreement will alter
Client’s rights and responsibilities under this Agreement. Client expressly agrees that
Page 168 of 230
Rev. 2024-11-04 Braun Intertec General Conditions Page 2 of 2
the Agreement contains sufficient consideration notwithstanding Consultant being paid
by a third party.
5.5 Non-Payment. If Client does not pay for Services in full as agreed, Consultant may
retain work not yet delivered to Client and Client agrees to return all Project Data (as
defined in this Agreement) that may be in Client’s possession or under Client’s control.
If Client fails to pay Consultant in accordance with this Agreement, such nonpayment
shall be considered a default and breach of this Agreement for which Consultant may
terminate for cause consistent with the terms of this Agreement and without liability to
Client or to others. Client will compensate Consultant for fees earned and expenses
incurred up to the time of termination. Client agrees to be liable to Consultant for all
costs and expenses Consultant incurs in the collection of amounts invoiced but not
paid, including but not limited to attorney fees and costs.
SECTION 6: OWNERSHIP AND USE OF DATA
6.1 Ownership. All reports, notes, calculations, documents, and all other data prepared
by Consultant in the performance of the Services (“Project Data”) are instruments of
Consultant’s Services and are the property of Consultant. Consultant shall retain all
common law, statutory and other reserved rights, including the copyright thereto, of
Project Data.
6.2 Use of Project Data. The Project Data of this Agreement is for the exclusive purpose
disclosed by Client and, unless agreed to in writing, for the exclusive use of Client.
Client may not use Project Data for a purpose for which the Project Data was not
prepared without the express written consent of Consultant. Consultant will not be
responsible for any claims, damages, or costs arising from the unauthorized use of any
Project Data provided by Consultant under this Agreement. Client agrees to hold
harmless, defend and indemnify Consultant from any and all claims, damages, losses,
and expenses, including attorney fees, arising out of such unauthorized use.
6.3 Samples, Field Data, and Contaminated Equipment. Samples and field data
remaining after tests are conducted, as well as field and laboratory equipment that
cannot be adequately cleansed of contaminants, are and continue to be the property of
Client. Samples may be discarded or returned to Client, at Consultant’s discretion,
unless within fifteen (15) days of the report date Client gives Consultant written direction
to store or transfer the samples and materials. Samples and materials will be stored at
Client’s expense.
6.4 Data Provided by Client. Electronic data, reports, photographs, samples, and other
materials provided by Client or others may be discarded or returned to Client, at
Consultant’s discretion, unless within 15 days of the report date Client gives Consultant
written direction to store or transfer the materials at Client’s expense.
SECTION 7: INSURANCE
7.1 Insurance. Consultant shall keep and maintain the following insurance coverages:
a. Workers’ Compensation: Statutory
b. Employer’s Liability: $1,000,000 bodily injury, each accident | $1,000,000 bodily
injury by disease, each employee | $1,000,000 bodily injury/disease, aggregate
c. General Liability: $1,000,000 per occurrence | $2,000,000 aggregate
d. Automobile Liability: $1,000,000 combined single limit (bodily injury and property
damage)
e. Excess Umbrella Liability: $5,000,000 per occurrence | $5,000,000 aggregate
f. Professional Liability: $2,000,000 per claim | $2,000,000 aggregate
7.2 Waiver of Subrogation. Client and Consultant waive all claims and rights of
subrogation for losses arising out of causes of loss covered by the respective insurance
policies.
7.3 Certificate of Insurance. Consultant shall furnish Client with a certificate of
insurance upon request.
SECTION 8: INDEMNIFICATION , CONSEQUENTIAL DAMAGES, LIABILITY LIMITS
8.1 Indemnification. Consultant’s only indemnification obligation shall be to indemnify
and hold harmless the Client, its officers, directors, and employees from and against
those damages and costs incurred by Client or that Client is legally obligated to pay as
a result of third party tort claims, including for the death or bodily injury to any person or
for the destruction or damage to any property, but only to the extent proven to be directly
caused by the negligent act, error, or omission of the Consultant or anyone for whom
the Consultant is legally responsible. This indemnification provision is subject to the
Limitation of Liability set forth in this Section 8.
8.2 Intellectual Property. Client agrees to indemnify Consultant against losses and
costs arising out of claims of patent or copyright infringement as to any process or
system that is specified or selected by Client or others on behalf of Client.
8.3 Mutual Waiver of Consequential Damages. NOTWITHSTANDING ANYTHING TO
THE CONTRARY HEREUNDER, NEITHER CONSULTANT NOR CLIENT SHALL BE LIABLE TO
THE OTHER FOR ANY CONSEQUENTIAL, PUNITIVE, INDIRECT, INCIDENTAL OR SPECIAL
DAMAGES, OR LOSS OF USE OR RENTAL, LOSS OF PROFIT, LOSS OF BUSINESS
OPPORTUNITY, LOSS OF PROFIT OR REVENUE OR COST OF FINANCING, OR OTHER SUCH
SIMILAR AND RELATED DAMAGE ASSERTED IN THIRD PARTY CLAIMS, OR CLAIMS BY
EITHER PARTY AGAINST THE OTHER.
8.4 Limitation of Liability. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL
LIABILITY IN THE AGGREGATE OF CONSULTANT, CONSULTANT’S OFFICERS, DIRECTORS,
PARTNERS, EMPLOYEES, AGENTS, AND SUBCONSULTANTS, TO CLIENT AND ANYONE
CLAIMING BY, THROUGH OR UNDER CLIENT FOR ANY CLAIMS, LOSSES, COSTS, OR
DAMAGES WHATSOEVER ARISING OUT OF, RESULTING FROM OR IN ANY WAY RELATED
CONSULTANT’S PERFORMANCE OF THE SERVICES OR THIS AGREEMENT, FROM ANY
CAUSE OR CAUSES, INCLUDING BUT NOT LIMITED TO NEGLIGENCE, PROFESSIONAL
ERRORS AND OMISSIONS, STRICT LIABILITY, BREACH OF CONTRACT, INDEMNIFICATION
OBLIGATIONS OR BREACH OF WARRANTY, SHALL NOT EXCEED THE TOTAL
COMPENSATION RECEIVED BY CONSULTANT OR $50,000, WHICHEVER IS GREATER.
SECTION 9: MISCELLANEOUS PROVISIONS
9.1 Services Prior to Agreement. Directing Consultant to commence Services prior to
execution of this Agreement constitutes Client’s acceptance of this unaltered
Agreement in its entirety.
9.2 Confidentiality. To the extent Consultant receives Client information identified as
confidential, Consultant will not disclose that information to third parties without Client
consent. Additionally, any Project Data prepared in performance of the Services will
remain confidential and Consultant will not release the reports to any third parties not
involved in the Project. Neither of the aforesaid confidentiality obligations shall apply to
any information in the public domain, information lawfully acquired from others on a
nonconfidential basis, or information that Consultant is required by law to disclose.
9.3 Relationship of the Parties. Consultant will perform Services under this Agreement
as an independent contractor, and its employees will at all times be under its sole
discretion and control. No provision in this Agreement shall be deemed or construed to
create a joint venture, partnership, agency or other such association between the
Parties.
9.4 Resource Conservation and Recovery Act. To the extent applicable to the
Services, neither this Agreement nor the providing of Services will operate to make
Consultant an owner, operator, generator, transporter, treater, storer, or a disposal
facility within the meaning of the Resource Conservation and Recovery Act, as
amended, or within the meaning of any other law governing the handling, treatment,
storage, or disposal of hazardous substances. Client agrees to hold Consultant
harmless, defend, and indemnify Consultant from any claims, damages, penalties or
losses resulting from the storage, removal, hauling or disposal of such substances.
9.5 Services in Connection with Legal Proceedings. Client agrees to compensate
Consultant in accordance with its then current fees, rates, or charges if Consultant is
asked or required to respond to legal process arising out of a proceeding related to the
Project and as to which Consultant is not a party.
9.6 Assignment. This Agreement may not be assigned by Consultant or Client without
the prior written consent of the other Party, which consent shall not be unreasonably
withheld.
9.7 Third Party Beneficiaries. Nothing in this Agreement, express or implied, is
intended, or will be construed, to confer upon or give any person or entity other than
Consultant and Client, and their respective permitted successors and assigns, any
rights, remedies, or obligations under or by reason of this Agreement.
9.8 Termination. This Agreement may be terminated by either Party for cause upon
seven (7) days written notice to the other Party. Should the other Party fail to cure and
perform in accordance with the terms of this Agreement within such seven-day period,
the Agreement may terminate at the sole discretion of the Party that provided the written
notice. The Client may terminate this Agreement for its convenience. If Client terminates
for its convenience, then Consultant shall be compensated in accordance with the
terms hereof for Services performed, reimbursable costs and expenses incurred prior to
the termination, and reasonable costs incurred as a result of the termination.
9.9 Force Majeure. Neither Party shall be liable for damages or deemed in default of this
Agreement to the extent that any delay or failure in the performance of its obligations
(other than the payment of money) results, without its fault or negligence, from any
cause beyond its reasonable control, including but not limited to acts of God, acts of
civil or military authority, embargoes, pandemics, epidemics, war, riots, insurrections,
fires, explosions, earthquakes, floods, adverse weather conditions, strikes or lock-outs,
declared states of emergency, and changes in laws, statutes, regulations, or
ordinances.
9.10 Disputes, Choice of Law, Venue. In the event of a dispute and prior to exercising
rights at law or under this Agreement, Consultant and Client agree to negotiate all
disputes in good faith for a period of 30 days from the date of notice of such dispute. This
Agreement will be governed by the laws and regulations of the state in which the Project
is located and all disputes and claims shall be heard in the state or federal courts for
that state. Client and Consultant each waive trial by jury.
9.11 Individual Liability. No officer or employee of Consultant, acting within the scope
of employment, shall have individual liability for any acts or omissions, and Client
agrees not to make a claim against any individual officers or employees of Consultant.
9.12 Severability. Should a court of law determine that any clause or section of this
Agreement is invalid, all other clauses or sections shall remain in effect.
9.13 Waiver. The failure of either Party hereto to exercise or enforce any right under this
Agreement shall not constitute a release or waiver of the subsequent exercise or
enforcement of such right.
9.14 Entire Agreement. The terms and conditions set forth herein constitute the entire
understanding of the Parties relating to the provision of Services by Consultant to Client.
This Agreement may be amended only by a written instrument signed by both Parties. In
the event Client issues a purchase order or other documentation to authorize
Consultant’s Services, any conflicting or additional terms of such documentation are
expressly excluded from this Agreement.
Page 169 of 230
Date: 5/18/2026
Interstate South Logistics Park Fourth Addition preliminary plat and conditional use
permit
Proposed Action
Staff recommends adoption of the following motion: 1) a resolution approving the Interstate
South Logistics Park Fourth Addition preliminary plat, and 2) a conditional use permit to exceed
125% of the minimum parking requirement for Lot 2, Block 1 and adopt findings of fact.
Overview
Scannell Properties #496, LLC has submitted a preliminary plat application for two lots on 37.9
acres of land located south of 215th Street (CSAH 70), east of Jacquard Avenue, and north of
217th Street. The property is zoned I-1, Light Industrial District. A conditional use permit is
required for Lot 2, Block 1 to construct parking spaces in excess of 125% of the minimum
number required.
The Planning Commission held a public hearing at their May 7, 2026 meeting. There were no
public comments and the Planning Commission unanimously recommended approval of the
preliminary plat and conditional use permit.
Supporting Information
1. Preliminary Plat Resolution
2. Conditional Use Permit form + findings of fact
3. May 7, 2026 Planning Commission draft meeting minutes
4. April 28, 2026 Planning Report
5. Exhibits
6. April 30, 2026 Engineering report
Financial Impact: $0 Budgeted: No Source:
Envision Lakeville Community Values: Diversified Economic Development
Report Completed by: Kris Jenson, Planning Manager
Page 170 of 230
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
RESOLUTION NO. 26-____
RESOLUTION APPROVING THE PRELIMINARY PLAT OF INTERSTATE SOUTH
LOGISTICS PARK FOURTH ADDITION
WHEREAS, Scannell Properties #496, LLC has requested preliminary plat approval of
two industrial lots to be known as Interstate South Logistics Park Fourth Addition, legally
described as shown on Exhibit A, and;
WHEREAS, the Planning Commission held a public hearing at its May 7, 2026 meeting,
preceded by notice as required by the Subdivision Ordinance; and
WHEREAS, the Planning Commission recommended approval of the preliminary plat;
and
WHEREAS, the preliminary plat meets Subdivision Ordinance requirements and is
acceptable to the City;
NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council:
The Interstate South Logistics Park Fourth Addition preliminary plat is hereby approved subject
to the following conditions:
1. The recommendations listed in the Engineering Division memorandum dated April 30,
2026.
2. The site and building shall be developed and constructed consistent with the site
development plans approved by the City Council.
3. Snow storage shall not take place in required parking spaces. If there is not adequate
space to store snow on site, snow must be removed from the site.
4. A lockbox issued by the Fire Department for emergency access is required for each gate
on site.
ADOPTED by the Lakeville City Council this 18th day of May 2026.
CITY OF LAKEVILLE
BY: _______________________
Luke M. Hellier, Mayor
ATTEST:
BY: ________________________
Taylor Snider, Deputy City Clerk
Page 171 of 230
STATE OF MINNESOTA )
(
DAKOTA COUNTY )
I hereby certify that the foregoing Resolution No. 26-___ is a true and correct copy of the
resolution presented to and adopted by the City Council of the City of Lakeville at a duly
authorized meeting thereof held on the 18th day of May 2026 as shown by the minutes of said
meeting in my possession.
________________________
Ann Orlofsky, City Clerk
(SEAL)
PREPARED BY:
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Page 172 of 230
EXHIBIT A
Outlot A, Interstate South Logistics Park Third Addition
And
Outlot A, Interstate South Logistics Park
And
Outlot B, Interstate South Logistics Park
Page 173 of 230
1
(Reserved for Dakota County Recording Information)
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
CONDITIONAL USE PERMIT NO. 26-____
1. Permit. Subject to the terms and conditions set forth herein, the City of Lakeville hereby
approves a Conditional Use Permit for Scannell Properties #496, LLC to allow parking stalls
in excess of 125% of the minimum number required in the I-1, Light Industrial District.
2. Property. The permit is for the following described property in the City of Lakeville, Dakota
County, Minnesota:
Lot 2, Block 1, Interstate South Logistics Park Fourth Addition
(as shown on the preliminary plat)
3. Conditions. This conditional use permit is issued subject to the following conditions:
a. The parking lot shall be constructed according to the approved plans.
4. Revocation. The City may revoke the conditional use permit for cause upon determination
that the conditional use permit is not in conformance with the conditions of the permit or is
in continued violation of the city code or other applicable regulations.
5. Expiration. This conditional use permit shall expire within one year of the date of approval
by the City Council for the Interstate South Logistics Park Fourth Addition final plat, unless
an extension is approved by the Zoning Administrator.
DATED: May 18, 2026
Page 174 of 230
2
CITY OF LAKEVILLE
BY: ____________________________
Luke M. Hellier, Mayor
SEAL
BY: ____________________________
Taylor Snider, Deputy City Clerk
STATE OF MINNESOTA )
(
COUNTY OF DAKOTA )
The foregoing instrument was acknowledged before me this 18th day of May 2026 by Luke M.
Hellier, Mayor and by Taylor Snider, Deputy City Clerk of the City of Lakeville, a Minnesota
municipal corporation, on behalf of the corporation.
____________________________
Notary Public
DRAFTED BY:
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Page 175 of 230
1
CITY OF LAKEVILLE
DAKOTA COUNTY, MINNESOTA
CONDITIONAL USE PERMIT
FINDINGS OF FACT AND DECISION
On May 7, 2026, the Lakeville Planning Commission met at its regularly scheduled meeting to
consider a conditional use permit to exceed 125% of the minimum parking stalls required by
the Zoning Ordinance as shown on Lot 2, Block 1, Interstate South Logistics Park Fourth
Addition. The Planning Commission conducted a public hearing on the proposed conditional
use permit preceded by published and mailed notice. The applicant was present and the
Planning Commission heard testimony from all interested persons wishing to speak. The City
Council hereby adopts the following:
FINDINGS OF FACT
1. The property is located in Planning District No. 6 of the 2040 Comprehensive Land Use Plan,
which guides the property for warehouse/light industrial uses.
2. The property is currently zoned I-1, Light Industrial District.
3. The legal description as shown on the preliminary plat is:
Lot 2, Block 1, Interstate South Logistics Park Fourth Addition, Dakota County,
Minnesota
4. Section 11-4-3E of the City of Lakeville Zoning Ordinance provides that a conditional use
permit may not be issued unless certain criteria are satisfied. The criteria and our findings
regarding them are:
a. The proposed action has been considered in relation to the specific policies and
provisions of and has been found to be consistent with the official City Comprehensive
Plan.
Finding: The proposed additional parking spaces are to accommodate overlapping work
shifts and on-site training that occurs as well as to accommodate a future building addition.
The proposed use is consistent with the 2040 Comprehensive Land Use Plan and the District
6 recommendations of the Comprehensive Plan.
b. The proposed use is or will be compatible with present and future land uses of the area.
Finding: Provided compliance with the conditional use permit, the number of proposed
parking spaces will be consistent with Zoning Ordinance requirements for the full buildout
of the building.
Page 176 of 230
2
c. The proposed use conforms with all performance standards contained in the Zoning
Ordinance.
Finding: The proposed use is a permitted use in the I-1, Light Industrial District and the site
is proposed to be developed in accordance with requirements contained in the Zoning
Ordinance and the City Code.
d. The proposed use can be accommodated with existing public services and will not
overburden the City’s service capacity.
Finding: The subject property lies within the current MUSA and the property can be
served with public sanitary sewer and water services. The use of the property as an
industrial warehouse will have no impact on the City’s service capacity.
e. Traffic generation by the proposed use is within capabilities of streets serving the
property.
Finding: Anticipated traffic generated by the industrial office/manufacturing/warehouse
building is within the capabilities of all public streets serving the property. Dakota County
Plat Commission has reviewed and approved the plat.
5. The planning report dated April 28, 2026 prepared by Kris Jenson, Planning Manager is
incorporated herein.
DECISION
The City Council approves the requested conditional use permit in the form attached
hereto.
DATED: May 18, 2026
CITY OF LAKEVILLE
BY: _________________________
Luke M. Hellier, Mayor
BY: _________________________
Taylor Snider, Deputy City Clerk
Page 177 of 230
CITY OF LAKEVILLE
PLANNING COMMISSION MEETING MINUTES
May 7, 2026
Chair Zimmer called the meeting to order at 6:00 p.m. in the Council Chambers at City Hall. The
Pledge of Allegiance to the flag was given.
Members Present: Chair Christine Zimmer, Vice Chair Scott Einck, Pat Kaluza, John Swaney,
Jason Swenson, Mark Traffas, Ex-Officio Kelli Coughlin
Members Absent: Amanda Tinsley
Staff Present: Kris Jenson, Planning Manager; Heather Botten, Senior Planner; Jon Nelson,
Assistant City Engineer; Dawn Erickson, Community Development Recorder
3. Approval of the Meeting Minutes
The April 16, 2026 Planning Commission meeting minutes were approved as presented.
4. Announcements
Planning Manager Kris Jenson stated there were no announcements.
5a. Interstate South Logistics Park Fourth Addition
Chair Zimmer opened the public hearing to consider the application of Scannell Properties #496,
LLC for a preliminary plat and conditional use permit for a two lot, one outlot subdivision to be
known as Interstate South Logistics Park Fourth Addition.
Jake Kurth with Scannell Properties #496, LLC introduced the project.
Ms. Jenson stated the site is 37.9 acres in area, is located south of 215th Street (CSAH 70), east of
Jacquard Avenue, and north of 217th Street, and is zoned I-1, Light Industrial District. The
applicant is proposing an approximately 75,000 square foot building with a proposed future
expansion area of 25,000 square feet for a single tenant on Lot 2, Block 1. The building will house
the Domino’s Pizza Distribution Supply Chain Center and be 10% office, 18% manufacturing and
72% warehouse with the future expansion anticipated to be 100% warehouse space. The
conditional use permit is to allow the site to exceed 125% of the parking requirements based upon
the uses proposed for the site.
The development of Lot 1, Block 1, will be reviewed under a separate application.
Community Development Department staff has determined that Interstate South Logistics Park
Fourth Addition preliminary plat and conditional use permit comply with Subdivision and Zoning
Ordinance requirements for the I-1 district. Staff recommends approval.
Chair Zimmer opened the hearing to the public for comment.
Page 178 of 230
Planning Commission Meeting Minutes, May 7, 2026 Page 2
There was no public comment.
Motion was made by Einck, seconded by Swaney to close the public hearing at 6:09 p.m.
Voice vote was taken on the motion.
Ayes – unanimous
Chair Zimmer asked for comments from the Planning Commission.
• Commissioner Kaluza asked if the loading doors will be labeled in some way to aid first
responders to locate the appropriate entrance if there is an incident; Mr. Kurth indicated that
the doors will be labeled.
• Commissioner Traffas asked if the purpose of the fencing is for security or privacy. Mr. Kurth
stated the fencing is primarily for security purposes.
• Commissioner Swenson expressed appreciation for the potential for future expansion on the
site, and noted that the explanation regarding the additional parking spaces requested to be
built on site at this time is a reasonable and logical request.
• Commissioner Swaney asked if the expansion on the north end would be the same business or
a different business. Mr. Kurth confirmed that it is future expansion space for the Dominoes
facility, as freezer/cooler buildings are very expensive compared to a warehouse buildings, and
due to that investment, an area for expansion on the site is built into the layout.
Motion was made by Swenson, seconded by Swaney to recommend to City Council approval of
the preliminary plat to be known as Interstate South Logistics Park Fourth Addition, and the
conditional use permit to exceed 125% of the minimum parking stalls required by the Zoning
Ordinance for Lot 2, Block 1, and the findings of fact, subject to the following stipulations:
1. The recommendations listed in the Engineering Division memorandum dated April 30, 2026.
2. The site and building shall be developed and constructed consistent with the site development
plans approved by the City Council.
3. Snow storage shall not take place in required parking spaces. If there is not adequate space to
store snow onsite, snow must be removed from the site.
4. A lockbox issued by the Fire Department for emergency access is required for each gate on site.
5. Prior to City Council consideration of the preliminary plat and CUP, the landscape plan must
be revised to include overstory and/or evergreen trees along the north property line.
Ayes: Kaluza, Zimmer, Einck, Swaney, Swenson, Traffas
Nays: 0
5b. Kueber Coffee Minnesota, LLC
Chair Zimmer opened the public hearing to consider the application of Kueber Coffee Minnesota,
LLC for a conditional use permit for a convenience restaurant with a drive-through service window
Page 179 of 230
1
City of Lakeville
Community Development
Memorandum
To: Planning Commission
From: Kris Jenson, Planning Manager
Date: April 28, 2026
Subject: Packet Material for the May 7, 2026 Planning Commission Meeting
Agenda Item: Interstate South Logistics Park Fourth Addition Preliminary plat
and CUP
Application Action Deadline: July 8, 2026
BACKGROUND
Representatives of Scannell Properties #496, LLC have submitted applications
for a preliminary plat and conditional use permit for a two lot, one outlot
subdivision to be known as Interstate South Logistics Park Fourth Addition.
The site is 37.9 acres in area and located south of 215th Street (CSAH 70), east of
Jacquard Avenue, and north of 217th Street.
The applicant is proposing an approximately 75,000 square foot building with
office, production, and warehouse space for a single tenant on Lot 2, Block 1.
The conditional use permit is to allow the site to exceed 125% of the parking
requirements based upon the uses proposed for the site.
The development of Lot 1, Block 1, will be reviewed under a separate
application. The property is zoned I-1, Light Industrial District, where the
proposed use is permitted.
The preliminary plat plans have been reviewed by Engineering, Environmental
Resources, Forestry, and Parks and Recreation Department staff.
EXHIBITS:
A. Aerial Location Map
B. Zoning Map
Page 180 of 230
2
C. Preliminary Plat
D. Existing Conditions
E. Site Plan (3 pages)
F. Grading Plan (2 pages)
G. Utility Plan (2 pages)
H. Storm Sewer Plan (2 pages)
I. Landscape Plan (4 pages)
J. Exterior Elevation and Floor Plans (2 pages)
K. Parking Narrative (4 pages)
L. Dakota County Plat Commission letter dated April 9, 2026
PLANNING ANALYSIS
PRELIMINARY PLAT
Existing Conditions. The property is undeveloped land that was graded as part
of a previous phase of the Interstate South Logistics Park development.
Surrounding Land Uses. The site is surrounded by the following existing or
planned land uses:
Direction Existing Use Land Use Plan Zoning
North 215th Street (CSAH 70),
medical office, self storage,
SF home
Office Park,
Warehouse/Light
Industrial
OP, Office Park
I-1, Light
Industrial
South 217th Street, Amazon XL
facility
Warehouse/Light
Industrial
I-1, Light
Industrial
East Industrial office/warehouse
buildings
Warehouse/Light
Industrial
I-1, Light
Industrial
West Jacquard Avenue, City-
owned stormwater pond
Office Park OP, Office Park
Lots/Blocks. Two lots on one block are proposed with the preliminary plat
along with one outlot for future development. Lot 1, Block 1 is 4.28 acres in area
with over 300 feet of lot width while Lot 1, Block 2 is 12.72 acres in area and
nearly 600 feet of lot width. Both lots exceed the minimum lot area (30,000
square feet) and lot width (100 feet) requirements of the I-1 District.
Streets. There are no public streets proposed to be constructed with the
Interstate South Logistics Park Fourth Addition preliminary plat, but the site is
adjacent to the following existing public streets:
215th Street (CSAH 70) abuts the proposed preliminary plat to the north and is
identified as a principal arterial (four-lane divided) roadway in the City’s
Page 181 of 230
3
Transportation Plan. All required right-of-way for 215th Street was dedicated
with previous plats. Access to and from the property will be from 217th Street
via Jacquard Avenue or Dodd Boulevard (CSAH 9), both of which are currently
provide for full access to 215th Street (CSAH 70).
217th Street is a 40 foot wide paved rural-section roadway that runs along the
south side of the plat and will provide access for both lots and the outlot in the
future.
Jacquard Avenue is identified as a major collector street in the City’s
Transportation Plan. It is constructed as a 40-foot-wide rural roadway within a
100-foot right-of-way and provides a full access to 215th Street (CSAH 70).
The Dakota County Plat Commission recommended approval of the
preliminary plat at their April 8, 2026 meeting. The Plat Commission letter is
attached to this memo.
Tree Preservation. There are no significant trees on the site.
Wetlands. There are no wetlands on the site. An earlier phase of the Interstate
South Logistics Park development mitigated delineated wetlands on the site;
no additional delineation is required.
Grading, Drainage, Erosion Control, Utilities. Grading, drainage, erosion
control, and utility plans have been submitted with the preliminary plat and
are discussed in more detail in the April 30, 2026 engineering report. A copy of
the report is attached for your review. The Engineering Division recommends
approval of Interstate South Logistics Park Fourth Addition preliminary plat
and development plans subject to the comments outlined in the engineering
report.
Park Dedication, Trails and Sidewalks. The City’s Comprehensive Parks, Trails,
and Open Space Plan does not identify any future park land needs in the area
of the plat. Bituminous trails will be constructed on the south side of 215th Street
with a future City and County project. Park dedication will be satisfied with a
cash fee in effect at the time of final plat approval.
CUP/SITE PLAN ANALYSIS
Construction of more than 125% of the number of spaces required by section
11-19-13.A of the Zoning Ordinance requires a conditional use permit per Section
11-19-13.J of the Zoning Ordinance.
The site development and construction plans propose one approximately
75,000 square foot building with a proposed future expansion area of 25,000
square feet. The building is being constructed for a Domino’s Pizza Distribution
Supply Chain Center. Information provided by the applicant indicates that the
building will be 10% office, 18% manufacturing, and 72% warehouse. The future
Page 182 of 230
4
building expansion of approximately 25,000 square feet would be 100%
warehouse space.
Parking. The applicant has provided a narrative that outlines the activities in
the building relative to the parking needs on site. As noted above, about 10%
of the building is office space, which will have the typical daytime weekday use.
The manufacturing portion of the building runs 24 hours a day over three
shifts, and the balance of the building is warehouse space. The building will
also host regular training sessions that see an additional 25 vehicles on site. The
table below shows the parking requirements for the various uses based on
their portion of the building. It also shows what would be required for the
future warehouse addition.
Building Use Bldg area
(SF)
90% Bldg
area (SF) Code Req. # of parking
stalls
Office 7,533 6,779.70 1:250 SF 27.12
Manufacturing 13,225 11,902.50 1:600 SF 19.84
Warehouse 53,673 48,305.7 1:1,000 SF 48.31
Total 74,431 66,987.90 - 95.27
Future
warehouse
24,726 22,253.40 1:1,000 SF 22.25
Total 99,157 89,241.30 - 117.52=118
The table shows that based on the proposed building, 95 parking spaces are
required. The applicant is proposing to construct 142 parking stalls at this time,
which exceeds the 125% maximum allowed by the Zoning Ordinance, thus the
request for a conditional use permit. If the future warehouse was being built at
this time, 118 parking spaces would be required. The proposed 142 parking
spaces would not exceed 125% of that total, meaning a CUP would not be
required. The applicant has indicated their preference to construct all of the
parking spaces with the initial construction, so as to not disrupt the parking
area in the future to add spaces.
Building Setbacks. The I-1, Light Industrial District requires the following
setback requirements:
Front Yard
(217th St)
Side Yard Rear Yard
(215th St /CSAH 70)
Minimum 40 feet 10 feet 30 feet
Proposed 350+ feet 250+ feet to the east,
100+ feet to the west
200 feet
Page 183 of 230
5
Building Height/Exterior Materials. The proposed building will be one-story
and 44 feet in height, in compliance with I-1 District requirements. The building
will be constructed precast concrete panels with reveals (grade B), utilizing
four colors to break up the large walls as well as glass windows and doors
(grade A). The exterior building materials and design comply with Zoning
Ordinance requirements for the I-1 District. The proposed building is
compatible with the area in which it is proposed and consistent in design to
other warehouse/office buildings in the I-1 District, as allowed by the Zoning
Ordinance.
Site Access. The property will have two access points to 217th Street, on the
south side of the site. Direct access to 215th Street (CSAH 70) is not permitted.
Circulation. All drive aisles and parking stalls comply with the required aisle
width and parking stall dimensions for 90-degree vehicle parking. The site has
been designed to allow vehicle circulation around the entire building. Parking
for employee and visitor vehicles is on the south side of the building with semi-
trucks and trailer parking available on the east side of the building, opposite
the loading docks.
Landscaping/Screening. The landscape plan proposes 63 evergreen trees and
31 overstory trees as well as a variety of shrubs and perennials. Zoning
Ordinance 11-21-9.B requires industrial and commercial properties to include
perimeter plantings, including along the right-of-way of the proposed
preliminary plat. Prior to City Council consideration of the preliminary plat and
CUP, the landscape plan must be revised to add overstory and/or evergreen
trees along the north property line to meet this screening requirement, as well
as to screen mechanical equipment on the west side of the building. Due to
the stormwater pond on the south side of the site adjacent to 217th Street,
landscaping is proposed between the pond and the parking area for screening.
All of the landscaped areas within and adjacent to the parking lot, including
landscaped islands, shall be irrigated in compliance with the Zoning
Ordinance. The City Forester has reviewed the landscape plan and has
approved the proposed mix of species for the site. A financial security will be
required with the final plat to guarantee installation of the approved
landscaping.
Fencing. The site plan indicates that an integral-color vinyl coated eight-foot
tall (8’) chain link fence will be installed around the sides and rear of the
building to enclose the loading and truck parking areas of the site. The height
and style of the proposed fence comply with Zoning Ordinance requirements.
The entrance gate to the truck loading area is set sufficiently back from 217th
Street so as to not cause congestion on the public street. A lockbox issued by
the Fire Department for emergency access is required.
Page 184 of 230
6
Trailer Parking. There are 60 proposed trailer parking spaces along the east
side of the building, all of which are located within the fenced area of the site.
The parking narrative provided as part of the CUP request includes information
about trailers on site. The narrative notes that there are several different types
of trailers used for the business and that the total number of various trailers on
site in a typical day is 43-46 trailers. The site plan indicates a 15-foot-wide rock
mulch strip along the east property line. Trailers parked in these spaces
typically overhang the parking spaces and the rock mulch helps to maintain
groundcover in that area.
Signage. Signage is not shown on the plans at this time. The Zoning Ordinance
for the I-1 District allows one freestanding sign to a maximum area of 100
square feet and 10 feet in height. The sign shall be located at least 15 from the
property line abutting right-of-way and five feet from a side property line. All
wall signs shall comply with Chapter 11-23 of the City Code. A sign permit shall
be issued by the Community Development Department prior to the
installation of any signs.
Site Lighting. The submitted lighting plan shows that the proposed lighting
on site meets the Zoning Ordinance requirement of light levels not exceeding
one foot candle at the property line along right-of-way. The light pole height
may not exceed 35 feet and the fixture style shall be downcast to meet the
ordinance requirements. Wall mounted lights shall be downcast fixtures only.
The light fixtures shall meet Zoning Ordinance requirements and shall be
reviewed by staff prior to issuance of an electrical permit.
Waste Enclosure. There is no exterior trash enclosure on the plans. If trash is
kept outdoors in an enclosure, the structure must meet the requirements of
Section 11-18-11, including exterior materials, location, and screening. All
outdoor trash enclosures must be screened with a structure that is a minimum
of six feet in height or one foot taller than the containers and must be
constructed of materials that match the architecture of the principal building.
Mechanical Equipment. Mechanical equipment proposed along the front
(south) side of the building is proposed to be screened with ornamental
grasses. As previously noted in this report, prior to City Council consideration
of the preliminary plat and CUP, the landscape plan must be revised to add
overstory and/or evergreen trees along the north property line to screen two
exterior silos on the west side of the building. Screening may be required on
the roof if mechanical equipment will be visible from public right of way. All
rooftop and ground mounted mechanical equipment shall comply with
Section 11-21-13 of city code. Screening materials must be aesthetically
harmonious and compatible with the building.
Snow Storage. Snow storage may not take place in required parking spaces.
Page 185 of 230
7
RECOMMENDATION
Community Development Department staff has determined that Interstate
South Logistics Park Fourth Addition preliminary plat, development plans, and
conditional use permit comply with Subdivision and Zoning Ordinance
requirements for the I-1 district. Staff recommends approval of the preliminary
plat and conditional use permit subject to the following stipulations:
1. The recommendations listed in the Engineering Division memorandum
dated April 30, 2026.
2. The site and building shall be developed and constructed consistent
with the site development plans approved by the City Council.
3. Snow storage shall not take place in required parking spaces. If there is
not adequate space to store snow on site, snow must be removed from
the site.
4. A lockbox issued by the Fire Department for emergency access is
required for each gate on site.
5. Prior to City Council consideration of the preliminary plat and CUP, the
landscape plan must be revised to include overstory and/or evergreen
trees along the north property line.
Findings of fact for the conditional use permit are attached to this report for
consideration.
Page 186 of 230
±
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Location Map
Interstate South
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Fourth Addition
Subject Property
EXHIBIT A
Page 187 of 230
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City of Lakeville
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Interstate South
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Fourth Addition
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EXHIBIT B
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Page 188 of 230
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8
5
8
.
5
2
BLOCK 1
LOT 1
BLOCK 1
L=115.81 R=2080.53
Δ=3°11'22"
CHB=S87°48'58"E
CH=115.80
L=426.87 R=2040.14
Δ=11°59'18"
CHB=S80°11'36"E
CH=426.09
S89°26'28"E 188.41
N74°11'
5
7
"
W
9
2
2
.
7
0
L=21.79 R=625.00
Δ=1°59'51"
CHB=S75°11'53"E
CH=21.79
L=150.46 R=625.00
Δ=13°47'37"
CHB=S83°05'37"E
CH=150.10
S0
°
0
0
'
0
0
"
E
1
0
0
8
.
2
5
N89°59'25"W 5.66
L=163.34 R=11374.26
Δ=0°49'22"
CHB=S86°40'39"E
CH=163.34
L=318.64 R=11374.26
Δ=1°36'18"
CHB=N87°53'30"W
CH=318.63
N86°15'59"W 17.60
L=769.00 R=11544.26
Δ=3°49'00"
CHB=S88°10'29"E
CH=768.86 N89°55'01"E 356.15 S89°55'01"W 585.53
S0
°
0
0
'
0
0
"
E
5
7
9
.
2
9
LEGEND
PRELIMINARY PLAT OF
THE SUBJECT PROPERTY ADDRESS:
9875 217TH ST W, LAKEVILLE, MN
PROPERTY ID - 223751200010
PRESENT ADDRESS
OUTLOT A, INTERSTATE SOUTH LOGISTICS PARK THIRD ADDITION,
according to the recorded plat thereof, Dakota County, Minnesota.
OUTLOT B, INTERSTATE SOUTH LOGISTICS PARK, according to the
recorded plat thereof, Dakota County, Minnesota.
OUTLOT A, INTERSTATE SOUTH LOGISTICS PARK, according to the
recorded plat thereof, Dakota County, Minnesota.
LEGAL DESCRIPTION OF PROPERTY TO BE PLATTED
PLATTED AREAS
GROSS LAND AREA TO BE PLATTED = 1,651,126.60 S.F. OR 37.90 ACRES ±
OUTLOT A = 910,240.56 S.F. OR 20.90 ACRES ±
LOT 1, BLOCK 1 = 186,609.56 S.F. OR 4.28 ACRES ±
LOT 2, BLOCK 1 = 554,276.49 S.F. OR 12.72 ACRES ±
STANTEC
2080 WOODALE DRIVE, SUITE 100
WOODBURY, MN 55125
KYLE A. DOMEK
MN LICENSE NUMBER 62734
LAND SURVEYOR
FEBRUARY 17, 2026
DATE OF PRELIMINARY PLAT
TAXPAYER / PROPERTY OWNER
SCANNELL PROPERTIES, LLC
INTERSTATE SOUTH LOGISTICS PARK
FOURTH ADDITION
SURVEYORS CERTIFICATION
I hereby certify that this survey, plan or report was prepared by me or under my
direct supervision and that I am a duly licensed land surveyor under the laws of
the State of Minnesota
2/17/2026
Kyle A. Domek Date
MN License No. 62734
EXHIBIT C
Page 189 of 230
LOT 1
N66°
2
8
'
0
5
"
W
6
4
8
.
6
6
L=50.00 R=11374.26
Δ=0°15'07"
CHB=N88°49'12"W
CH=50.00
L=481.42 R=11364.26
Δ=2°25'38"L=769.67 R=11554.26
Δ=3°49'00"S89°55'01"W 906.67
N0°33'32"E
87.25
S0
°
3
3
'
3
2
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W
7
1
1
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8
2
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5
°
0
9
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E
1
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OUTLOT A
BLOCK 1
LOT 1
217TH S
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W
4
6
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JA
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UP
UP
MAST
69
'
217TH STR
E
E
T
W
217TH ST
R
E
E
T
W
217TH STREET W
WV
8" SAN SEWER STUBINV= 984.59 (PER PLANS)40LF SDR PVC @ 0.40%
1
0
0
5
1
0
1
0
10
1
5
1
0
2
0
1
0
2
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1030
1
0
3
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9
9
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9
9
9
1
0
0
0
1
0
0
1
1
0
0
2
1
0
0
2
9
9
5
9
9
6
997998
9
9
99999991000100010001001100110011002
100
0
1001
100210031004
99
4994
99
4
99
4
995
995
99
5
996
9
9
6
99
6
99
7
9
9
7
99
7
99
8
9
9
8
998
9
9
9
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9
9
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100
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995995
9
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8
99
9
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0
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7
998999100010011002
998998
999
999
1000
1000100
0
100010
0
0
1001
1002
1003
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994
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1000
9
9
6
9
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9
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3
99
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994
9
9
5
9
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6
997998999100010011002100310041005100610071008
99799799899910001001
10041004
1005 1005
1006 1006
1007 100710081008
1009
1009
1010
1
0
1
0
1010
1010
1011
1011
1011
1012
1012 1012
10
1
2
EX SAN MH 03RIM=1001.24 (PER SURVEY)INV IN=984.43 (PER PLANS)INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)INV IN=983.69 (PER PLANS)INV OUT=983.59 (PER PLANS)
EX SAN MH 01RIM=997.33 (PER SURVEY)INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
8" SAN SEWER STUBINV= 984.59 (PER PLANS)40LF SDR PVC @ 0.40%
1
0
0
4
10
0
5
10
0
6
1
0
0
7
1
0
0
8
1
0
0
9
10
1
0
1
0
0
5
10
0
6
1
0
0
7
10
0
8
10
0
9
10
1
0
1000
1
0
0
0
1000
1000
10
0
5
10
0
5
1005
1005
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING WATERMAIN
G G EXISTING UNDERGROUND GAS LINE
COM EXISTING UNDERGROUND COMMUNICATION LINE
UE UE EXISTING UNDERGROUND ELECTRIC LINE
OU EXISTING OVERHEAD UTILITY LINE
EXISTING EDGE OF PAVEMENT
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING EASEMENT LINE
EXISTING PROPERTY LINE
EXISTING CURB AND GUTTER
EXISTING SANITARY MANHOLE
EXISTING STORM SEWER MANHOLE
EXISTING STORM SEWER INLET
EXISTING STORM SEWER INLET
EXISTING FLARED END SECTION
EXISTING HYDRANT
EXISTING WATER WELL
EXISTING WATER VALVEWV
W
DYH
EXISTING SIGN
EXISTING BOLLARD/POST
EXISTING LIGHT POLE
EXISTING HANDICAP PARKING SPACE
EXISTING WETLAND
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
SECTION LINE
QUARTER LINE
PROPERTY BOUNDARY
WET WET EXISTING WETLAND BOUNDARY
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
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SHEET NO.:
SHEET TITLE:
4/
3
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1
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PR
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CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
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2
0
2
6
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WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
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2
0
2
6
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3
CG-004
EXISTING CONDITIONS
( IN FEET )
GRAPHIC SCALE0
1 inch = 100 ft.
100 200100
LEGEND
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. EXISTING UTILITY SERVICE LINES MAY NOT BE SHOWN IN THEIR
ENTIRETY ON PLANS. CONTRACTOR TO VERIFY LOCATIONS OF
EXISTING UTILITY SERVICE LINES WITHIN THE LIMITS OF
DISTURBANCE AND REMOVE EXISTING INFRASTRUCTURE AS
NECESSARY PER CITY REQUIREMENTS TO INSTALL PROPOSED
IMPROVEMENTS.
NOTES
EXHIBIT D
Page 190 of 230
X X
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
CURB AND GUTTER
CONCRETE SIDEWALK
CONCRETE PAVEMENT
FENCE
RETAINING WALL [BY OTHERS]
#PROPOSED PARKING COUNT
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
NOTED.
3. DESIGN BY OTHER ITEMS SHOWN FOR REFERENCE ONLY.
EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.
COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATED
CONSTRUCTION DOCUMENTS/DRAWINGS.
NOTES
#
1. ITEMS BY STANTEC
1.1. MATCH EXISTING
1.2. 4" CONCRETE SIDEWALK - SEE DETAIL 1/C-804
1.3. 6" FIBER REINFORCED CONCRETE PAVEMENT WITH 3.5 LBS/CY -
SEE DETAIL 2/C-804
1.4. HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 7/C-804
1.5. LIGHT DUTY BITUMINOUS PAVEMENT - MATCH EXISTING SECTION
1.6. B612 CURB AND GUTTER - SEE DETAIL 4/C-804
1.7. TRENCH DRAIN - SEE DETAIL 11/C-804
1.8. CURB TRANSITION
1.9. CONCRETE DRIVEWAY APRON - SEE DETAIL 10/C-804
1.10. PEDESTRIAN CURB RAMP - SEE STANDARD PLAN 5-297.250/C-801
1.11. HANDICAP ACCESSIBLE PARKING STALL - SEE DETAIL SHEET C-803
1.12. VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -
SEE DETAILS 3/C-803
1.13. 4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 6/C-803
1.14. NO PARKING STRIPING - SEE DETAIL 6/C-803
1.15. CONCRETE VALLEY GUTTER - SEE DETAIL 9/C-804
1.16. MATCH EXISTING PAVEMENT
1.17. STORMWATER BASIN - SEE DETAIL 4/C-805
1.18. STOP SIGN - SEE DETAIL 2,8/C-803
1.19. ROCK MULCH - SEE LANDSCAPE PLANS
1.20. BOLLARDS - SEE DETAIL 1/C-803
2. ITEMS BY OTHERS
2.1. DOOR LOCATION WITH STOOP
2.2. DOCK DOOR LOCATION
2.3. 8' CHAIN LINK FENCE COATED WITH INTEGRAL COLOR VINYL
2.4. SECURITY GATE
2.5. RETAINING WALL
2.6. EQUIPMENT
2.7. STAIRS
2.8. LIGHT POLE LOCATION/OUTDOOR LIGHTING
2.9. TRASH COMPACTOR DOOR
2.10. SNOW SCRAPER
2.11. SILO PAD FOOTING
KEYNOTES
CONSTRUCTION LIMITS
HEAVY DUTY BITUMINOUS PAVEMENT
LIGHT DUTY BITUMINOUS PAVEMENT
ROCK MULCH
MATCH EXISTING BITUMINOUS PAVEMENT
FUTURE BUILDING
EXPANSION
AREA: 25000 SF
XXX
X
X
PROPOSED BUILDING
FFE: 1003.83
AREA: 75000 SF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OFFICE
MECH'L
20 40
2.3
2.3
2.3 2.3
2.3
2.3
2.1
2.1
2.1
1.2
1.2
1.2
1.2
1.3
1.4
1.3
1.3
1.3
1.9
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.6
1.6
1.6
1.111.121.12 1.12
1.13 1.13
2.5
2.11
2.2
2.2
2.2
2.4
1.6
1.6
1.6
1.6
1.6 1.6
1.6
R
1
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20
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20
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)
215.2
34
6
10 SIDE YARD
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1.10
12
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480.8
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20
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2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
2.8
9
1.7
1.13
1.13
1.13
1.13
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2.1
1.19
1.19
2.3
2.9
1.20
1.20
1.3
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55
55
66
10 D&U
EASEMENT AND
SIDE SETBACK
10 D&U
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SIDE SETBACK
10
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1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.3
1.4
1.4
1.6
1.6
1.6
1.6
1.6
1.6
1.6
1.11 20
1.13
1.13
1.14
1.19
1.19
1.17
1.20
2.12.1
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2.7
2.2
2.1
2.8
2.8
1.3
2.10
1.10
2.8
2.82.82.8
40
7.7
2.8
2.8
2.8
C-102
ENLARGED SITE PLAN
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
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5
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PR
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CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/24/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
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WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/24/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
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Y
B
I
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S
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04
/
0
3
/
2
0
2
6
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I
T
Y
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A
L
3
04
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2
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/
2
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2
6
C
I
T
Y
R
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S
U
B
M
I
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L
4
( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
SEE SHEET C-103
EXHIBIT E
Page 191 of 230
217T
H
S
T
.
W
15" FES
INV= 993.24 (PER SURVEY)
XXX
X
X
X
X
X
XXXXXX
21
19
23
23
4
27
5
20 40
2.1
1.2
1.2
1.4
1.4
1.4
1.4
1.4
1.5 1.5
1.5
1.5 1.5
1.51.5
1.6
1.6
1.6
1.111.121.12 1.12
1.13
1.13
1.13
1.13 1.13
1.13
1.13
1.13
1.13
2.5
2.4
1.6
1.6
1.6
1.6
1.6
1.6
R
2
0
R3
R
1
5
R
8
R3 R3 R3
R15 R2
0
R20
R15
R
3
R8
R
1
3
0
R
1
0
0
R130R100
R50
R
1
2
R5
R30
R60
30
24
20
10
10
24
30
30
5 5
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(
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)
20 (TYP.)
9 (TYP.)
20
(
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.
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9 (TYP.)
9
1.10
1.17
1.17
12
255.7
2.6
24
24
24
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24
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20
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9 (TYP.)
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.
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9 (TYP.)
20
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.
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20
(
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9 (TYP.)
20
(
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.
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20
(
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9 (TYP.)
20
(
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.
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20
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9
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20 (TYP.)
9 (TYP.)
20
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R15
R3
33
9
24
R
3
0
R30
1.18
30
2.8
2.8
2.8
2.8
2.82.8
2.8
R130R100
R
3
0
R30
1.8
1.8
1.8
1.8
1.18
2.8
2.8
2.8
2.82.8
3
0
1.1
1.1
1.1
1.18
2.3
2.3
1.3
10 D&U
EASEMENT AND
SIDE SETBACK
1.14 1.14
40
F
R
O
N
T
Y
A
R
D
SE
T
B
A
C
K
10 SIDE YARD
SETBACKR1
5
24
.
5
R10
R
1
.
8
1.1
1.6
1.6
1.6
1.6
1.11 20
1.132.12.1
1.10
2.8
1.16
1.161.1
1.1
1.1
1.1
1.16
2.8
X X
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
CURB AND GUTTER
CONCRETE SIDEWALK
CONCRETE PAVEMENT
FENCE
RETAINING WALL [BY OTHERS]
#PROPOSED PARKING COUNT
1.SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE
NOTED.
3.DESIGN BY OTHER ITEMS SHOWN FOR REFERENCE ONLY.
EXACT LOCATION, DETAIL, AND DESIGN BY OTHERS.
COORDINATE WITH PROJECT PARTNERS TO OBTAIN RELATED
CONSTRUCTION DOCUMENTS/DRAWINGS.
NOTES
#
1.ITEMS BY STANTEC
1.1.MATCH EXISTING
1.2.4" CONCRETE SIDEWALK - SEE DETAIL 1/C-804
1.3.6" FIBER REINFORCED CONCRETE PAVEMENT WITH 3.5 LBS/CY -
SEE DETAIL 2/C-804
1.4.HEAVY DUTY BITUMINOUS PAVEMENT - SEE DETAIL 7/C-804
1.5.LIGHT DUTY BITUMINOUS PAVEMENT - MATCH EXISTING SECTION
1.6.B612 CURB AND GUTTER - SEE DETAIL 4/C-804
1.7.TRENCH DRAIN - SEE DETAIL 11/C-804
1.8.CURB TRANSITION
1.9.CONCRETE DRIVEWAY APRON - SEE DETAIL 10/C-804
1.10.PEDESTRIAN CURB RAMP - SEE STANDARD PLAN 5-297.250/C-801
1.11.HANDICAP ACCESSIBLE PARKING STALL - SEE DETAIL SHEET C-803
1.12.VAN ACCESSIBLE PARKING STALL WITH ACCESS AISLE AND SIGN -
SEE DETAILS 3/C-803
1.13.4" WHITE PAINT STRIPE (TYP.) - SEE DETAIL 6/C-803
1.14.NO PARKING STRIPING - SEE DETAIL 6/C-803
1.15.CONCRETE VALLEY GUTTER - SEE DETAIL 9/C-804
1.16.MATCH EXISTING PAVEMENT
1.17.STORMWATER BASIN - SEE DETAIL 4/C-805
1.18.STOP SIGN - SEE DETAIL 2,8/C-803
1.19.ROCK MULCH - SEE LANDSCAPE PLANS
1.20.BOLLARDS - SEE DETAIL 1/C-803
2.ITEMS BY OTHERS
2.1.DOOR LOCATION WITH STOOP
2.2.DOCK DOOR LOCATION
2.3.8' CHAIN LINK FENCE COATED WITH INTEGRAL COLOR VINYL
2.4.SECURITY GATE
2.5.RETAINING WALL
2.6.EQUIPMENT
2.7.STAIRS
2.8.LIGHT POLE LOCATION/OUTDOOR LIGHTING
2.9.TRASH COMPACTOR DOOR
2.10.SNOW SCRAPER
2.11.SILO PAD FOOTING
KEYNOTES
CONSTRUCTION LIMITS
HEAVY DUTY BITUMINOUS PAVEMENT
LIGHT DUTY BITUMINOUS PAVEMENT
ROCK MULCH
MATCH EXISTING BITUMINOUS PAVEMENT
C-103
ENLARGED SITE PLAN
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
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DA
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ISSUE NO.:
IS
S
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:
SHEET NO.:
SHEET TITLE:
4/
2
4
/
2
0
2
6
3
:
3
0
:
1
9
P
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CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY:APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/24/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
CI
T
Y
S
U
B
M
I
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L
1
PR
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C
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A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/24/2026
03
/
1
8
/
2
0
2
6
PR
E
L
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M
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A
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B
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2
04
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04
/
2
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/
2
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2
6
CI
T
Y
R
E
S
U
B
M
I
T
T
A
L
4
( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
SEE SHEET C-102
( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
Page 192 of 230
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FUTURE BUILDING
EXPANSION
AREA: 25000 SF
XXX
X
X
PROPOSED BUILDING
FFE: 1003.83
AREA: 75000 SF
X
X
X
X
X
X
X
X
X
X
X
X
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X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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OFFICE
MECH'L
I
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I
I
1.
7
%
3.4%
1.8%
1.8%
1.8%
3.0%
2.4%
1.7%
1.3%
1.3%
1.0%
1.6%
1.7
%
1
.
9
%
1.6%
1.5%
2.2
%
3.4
%
1.4
%
2
.
5
%
2.5%
2.0%
1.7%
1.8%
1.0%
1.3%
1.3%
1.3%
3:1
3:1
3:1
2.4%
2.5%
6.4%
1.
9
%
1.
8
%
1.
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1.
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%
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5.8%
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5.8%1.
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1.
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2.3%2.8%
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.
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%
3
.
0
%
1.7%
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%
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.
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8
%
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%
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1.
6
%
1.
5
%
FUTURE BUILDING
EXPANSION
AREA: 24,726 SF
PROPOSED BUILDING
FFE: 1003.83
DOCK EL.=999.83
AREA: 74,250 SF
3:
1
3:1
3:1
3:1
3:1
0.3
%
1.5%
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993993
994
9
9
4
99
4
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5
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5
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9
10
0
0
1
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10
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1
1
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0
1
10
0
2
1
0
0
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0
1
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1
0
0
1
10
0
1
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1
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2
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10
0
2
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1
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3
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8
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0
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3
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4
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6
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7
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1000
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10
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10
0
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10
0
3
998
99
8
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8
99
8
998
998
9
9
8
99
8
99
9
99
9
RIM:98.00
RIM:97.00
RIM:97.00
RIM:0.53
RIM:1.00
RIM:0.40
RIM:3.42
RIM:3.58
RIM:3.59
RIM:3.60
RIM:3.56
RIM:3.52
RIM:99.64
RIM:99.64
RIM:99.64
RIM:99.64
RIM:99.64
RIM:99.42
FG:3.83
FG:99.83FG:3.83
FG:3.83
FG:3.06
RIM:2.92
FG:1.77
BW:999.48
BW:999.48
BW:1001.61
TW:1003.83
RIM:97.60
RIM:97.60
FG:3.83 FG:3.83 FG:3.83
FG:3.83FG:3.83
FG:3.83
FG:3.83
999
999999
9
9
9
1000 1000 1000
10011001
FG:3.83
FG:3.83FG:3.83FG:3.83
2.5%
3.1%
3:1
3:1
3:1
99
6
99
6
9
9
7
99
7
99
7
9
9
7
998
9
9
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8
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9
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1
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8
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9
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5
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6
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7
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8
9
9
8
99
8
99
8
9
9
9
99
9
10
0
0
1
0
0
0
RIM:97.60 RIM:97.00
RIM:97.00
RIM:97.00
RIM:97.00
999.68
RIM:3.71
RIM:2.98
RIM:2.82
1.0%1.0%
1.0%
3.2%
3.2%
3.2%
3.2%
3.1%
1.0%1.0%2.7%
2.
3
%
1.5%
1.5%
1.6%
1.5%
1.5%1.5%
1.5%
2.7
%
1.7
%
1.7%
1.7%
1.7
%
1.7%
1.7%
1.7%
1.7%
1.9%
1.6%
1.5%
1.5%
1.6%
3:1
3:1
3:
1
3:1
3:1
3:
1
FG:3.83
FG:3.83
FG:3.83
RIM:99.42
FG:99.35
1.9%
2.8%
1.5%
1.5%
1.5%
1.5%
2.4%
2.7
%
3.
5
%
3
.
5
%
3
.
0
%
3:1
3:1
4.5%
2.1%
2.1%
2.5%
2.9%
1.8%
1.8%
1.8%
2.8%
2.5%
2.5%
3.0%
FL:2.70
FL:2.87
FL:3.10 FL:3.10
FL:3.10
FL:3.10
RIM:98.00
3:1
3:1
3:1
3:1
3
:
1
5.8%
FL:3.10
FL:3.10
RIM=9XX.XX
FL=9XX.XX
FG=9XX.XX
ME=9XX.XX
SW=9XX.XX
EP=9XX.XX
EOF=9XX.XX
HP=9XX.XX
LP=9XX.XX
3.0:1
1.00%
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
SECTION LINE
QUARTER LINE
EXISTING EASEMENT LINE
EXISTING PROPERTY LINE
PROPERTY BOUNDARY
LEGEND
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
GRADING LIMITS
CONSTRUCTION LIMITS
FLOW LINE ELEVATION
FINISHED GRADE ELEVATION
MATCH EXISTING ELEVATION
SIDEWALK ELEVATION
PAVEMENT ELEVATION
EMERGENCY OVERFLOW ELEVATION
SURFACE GRADE & FLOW DIRECTION
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
HIGH POINT SPOT ELEVATION
LOW POINT SPOT ELEVATION
STRUCTURE RIM SPOT ELEVATION
SURFACE SLOPE (H:V) & FLOW DIRECTION
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON
POINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLE
FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION
OF IMPROVEMENTS AND FOR MAKING NECESSARY
ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TO
ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.
CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY
FIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR
REWORK OF ANY UNCOMMUNICATED DISCREPANCIES.
3. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND
ENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS IN
THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO
FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT
PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO
NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT
BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER
AND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED
CHANGE ORDER
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
i
t
a
\
D
C
\
A
C
C
D
o
c
s
\
S
t
a
n
t
e
c
C
o
n
s
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l
t
i
n
g
\
1
9
0
3
0
0
6
7
3
_
P
r
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_
B
l
a
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k
_
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e
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\
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c
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e
s
\
a
_
C
A
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\
4
_
P
L
A
N
S
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E
E
T
S
\
C
-
3
0
1
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R
A
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G
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0
0
6
7
3
.
d
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4
/
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0
2
6
K
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Y
A
C
O
U
B
A
DE
S
C
R
I
P
T
I
O
N
:
DA
T
E
:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
6
:
0
0
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
E
A
R
CI
T
Y
O
F
L
A
K
E
V
I
L
L
E
,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
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A
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Y
B
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2
04
/
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2
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C
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3
C-302
ENLARGED GRADING PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-303
EXHIBIT F
Page 193 of 230
217TH S
T
.
W
217TH ST
R
E
E
T
W
217TH STREET W
EX SAN MH 03
RIM=1001.24 (PER SURVEY)
INV IN=984.43 (PER PLANS)
INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)
INV IN=983.69 (PER PLANS)
INV OUT=983.59 (PER PLANS)
EX SAN MH 01
RIM=997.33 (PER SURVEY)
INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
12" PVC WATER SERVICE STUB
10
6
L
F
O
F
4
8
"
R
C
P
@
0
.
4
7
%
8" SDR 3
5
P
V
C
12" PVC
12" PVC
8" SDR 35
P
V
C
12" PVC6" PVC
48" RCP STORM SEWER
INV= 991.8 (PER SURVEY)
WV
15" FES
INV= 993.24 (PER SURVEY)
►►►►►
►
►
►
►
►
►
►
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►►►►►►►►►►
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I
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I
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►►
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I I XXX
X
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I
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►►►►►►►►►►
I I I I I I
I
I
10:
1
4:1
4:1
4:1
2.2
%
1.
7
%
2
.
2
%
1.
7
%
1.
7
%
2
.
2
%
4:
1
2
.
2
%
2
.
2
%
2.2
%
2.2
%
2
.
2
%
3
.
2
%
2.2%
3.1%
3.1%
7.1%
3.5%
2
.
2
%
2.3%
2.3%
2
.
1
%
1.0%
3.9%
5:1
5:1
10:1
3:1
4:1
3:
1
6:1
7:
1
4:
1
8.8%
3:1
6:1
3:1
3:1
10:1
10
:
1
6:
1
3:
1
3:
1
10
:
1
3:1
3:1
3:1
3:1
3:1
6.4%
3.3%
2.
5
%
2.2
%
2
.
2
%
1.
7
%
1.
7
%
1.
7
%
1.
7
%
1.
7
%
1.
9
%
1.
8
%
1.
8
%
1.
8
%
1.
8
%
1.
8
%
1.
8
%
1.
9
%
1.
9
%
1.
8
%
1.
8
%
1.
9
%
5.6%
1.
5
%
5.8%
1.
5
%
5.8%1.
5
%
1.
5
%
1.
5
%
1.
5
%
1.
5
%
1.
5
%
2
.
2
%
2.1
%
1.
9
%
5.2
%
2.
0
%
2.8
%
2
.
7
%
4.4
%
5.
0
%
2.3%2.8%
6:
1
4:1
4:1
4.
4
%
3.3%
1.
5
%
4:1
10:1
9
8
9
98
9
989
989
990
990
991 991
99
1
991
992
992
99
2
992
993
993
99
3
993
994
99
4
99
4
99
4
994
994
99
4
9
9
4
99
4
995
99
5
995
995
9
9
5
9
9
5
9
9
5
99
5
9
9
5
995995
99
5
996
99
6
996
99
6
9
9
6
996
99
6
99
7
997
997
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7
997
99
8
998
998
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999
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9
996
996
997
992992 993993 994994995
995
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997
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9
9
8
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999
999999
999
9
9
9
999
1000
1
0
0
0
1000
1000
1001
10
0
1
1002
1002
985
985
986
986
987
987
988
988
989
989
990
990
991
991
1
0
0
0
10
0
0
10
0
1
1
0
0
1
100
1
999
1000
1001
1002
1
0
0
2
10
0
2
1003
985
986
987
988
989
990
991
992
993
994
995
998
99
7
997
998
99
8
999
99
9
10
0
0
1001
RIM:97.31
RIM:0.53
RIM:1.66
RIM:97.77
RIM:0.04
RIM:98.87
FG:3.83 BW:999.48
BW:999.48
BW:1001.61
TW:1003.83
FG:3.83 FG:3.83 FG:3.83
FG:3.83FG:3.83
3:1
3:1
4:1
4:1
4:1
3:1
3:1
10
:
1
9
:
1
10:1
RIM:97.13 4:1
3:1
3:1
1.
0
%
4.0%
2.3%
5:1
10
:
1
3:1
2.2
%
2.
6
%
1.
7
%
1.
7
%
2.2
%
2.2
%
FG:3.83
3:1
99
7
998
9
9
8
99
8
998
9
9
9
99
9
1
0
0
0
10
0
0
10
0
1
5
:
1
985986987988989990991
986
98
6
98
7
98
8
98
9
99
0
99
1
992
993
994
995
996
997
998
999
1000
99
8
995
995
996
996
997
997
998
999
EOF:0.01
99
6
99
7
99
8
99
9
999
98
5
98
6
98
7
98
8
98
9
99
0
99
1
99
2
99
3
99
4
99
5
99
5
995995
99
5
99
6
99
6
996996
996996
99
6
99
7
99
8
99
9
1000
10
0
0
RIM:97.60 RIM:97.00999.68
RIM:3.71
RIM:2.98
RIM:2.82
2.7%
2.
3
%
1.5%
RIM:99.76RIM:99.26RIM:99.26
RIM:1.29
RIM:1.87
RIM:2.21
4.0%
3.1%3.1%
3.1%
3.1%
2
.
1
%
3.1%
3.6
%
3:1
ME:1.94
ME:1.48
ME:0.13
ME:99.08
16.2%
FL:1.05
FL:1.57
FL:1.42
FL:1.33FL:0.43
FL:0.52
FL:0.38
FL:0.74
FL:0.33 FL:1.66
FL:1.17
FL:1.75
FL:1.77
FL:1.83
FL:2.50
FL:2.70
FL:2.75
FL:2.87
FL:3.10 FL:3.10
FL:3.10
FL:3.10
FL:3.10
FG:96.00
►►
►►
►►
►►
►►
►►
►►
RIM:98.00
3
:
1
5.8%
FL:3.10
FL:3.10
FG:96.00
EOF:95.50 EOF:95.50
FG:96.00
FG:96.00
EOF:95.50EOF:95.49
RIM=9XX.XX
FL=9XX.XX
FG=9XX.XX
ME=9XX.XX
SW=9XX.XX
EP=9XX.XX
EOF=9XX.XX
HP=9XX.XX
LP=9XX.XX
3.0:1
1.00%
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
SECTION LINE
QUARTER LINE
EXISTING EASEMENT LINE
EXISTING PROPERTY LINE
PROPERTY BOUNDARY
LEGEND
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
GRADING LIMITS
CONSTRUCTION LIMITS
FLOW LINE ELEVATION
FINISHED GRADE ELEVATION
MATCH EXISTING ELEVATION
SIDEWALK ELEVATION
PAVEMENT ELEVATION
EMERGENCY OVERFLOW ELEVATION
SURFACE GRADE & FLOW DIRECTION
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
HIGH POINT SPOT ELEVATION
LOW POINT SPOT ELEVATION
STRUCTURE RIM SPOT ELEVATION
SURFACE SLOPE (H:V) & FLOW DIRECTION
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. EXISTING SPOT ELEVATIONS AT MATCH POINTS ARE BASED ON
POINT TO POINT SURVEY DATA. CONTRACTOR IS RESPONSIBLE
FOR VERIFYING CONNECTION POINTS PRIOR TO INSTALLATION
OF IMPROVEMENTS AND FOR MAKING NECESSARY
ADJUSTMENTS IN THE FIELD FOR CONSTRUCTABILITY AND TO
ENSURE SMOOTH TRANSITIONS TO FIELD CONDITIONS.
CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY
FIELD DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR
REWORK OF ANY UNCOMMUNICATED DISCREPANCIES.
3. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND
ENGINEER IN WRITING OF DISCREPANCIES OR CONFLICTS IN
THE CONTRACT DOCUMENTS BEFORE COMMENCING WORK. NO
FIELD CHANGES OR DEVIATIONS ARE TO BE MADE WITHOUT
PRIOR WRITTEN APPROVAL FROM THE ENGINEER. FAILURE TO
NOTIFY OWNER AND ENGINEER OF AN IDENTIFIABLE CONFLICT
BEFORE PROCEEDING WITH INSTALLATION RELIEVES OWNER
AND ENGINEER OF ANY OBLIGATION TO PAY FOR A RELATED
CHANGE ORDER
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
i
t
a
\
D
C
\
A
C
C
D
o
c
s
\
S
t
a
n
t
e
c
C
o
n
s
u
l
t
i
n
g
\
1
9
0
3
0
0
6
7
3
_
P
r
o
j
e
c
t
_
B
l
a
c
k
_
B
e
a
r
\
P
r
o
j
e
c
t
F
i
l
e
s
\
a
_
C
A
D
\
4
_
P
L
A
N
S
H
E
E
T
S
\
C
-
3
0
1
G
R
A
D
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N
G
P
L
A
N
0
0
6
7
3
.
d
w
g
4
/
3
/
2
0
2
6
K
O
I
T
A
,
Y
A
C
O
U
B
A
DE
S
C
R
I
P
T
I
O
N
:
DA
T
E
:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
5
:
3
5
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
E
A
R
CI
T
Y
O
F
L
A
K
E
V
I
L
L
E
,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
I
N
A
R
Y
B
I
D
S
E
T
2
04
/
0
3
/
2
0
2
6
C
I
T
Y
R
E
S
U
B
M
I
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T
A
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3
C-303
ENLARGED GRADING PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-302
Page 194 of 230
FUTURE BUILDING
EXPANSION
AREA: 25000 SF
XXX
X
X
PROPOSED BUILDING
FFE: 1003.83
AREA: 75000 SF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OFFICE
MECH'L
►
►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
►►
IIIIIIIIIIIIIIIII8" PVC
8" PVC
8" 45° BEND
8" 45° BEND
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8"
P
V
C
8" 45° BEND
8" PVC
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6" GV
6" HYDRANT
8"
P
V
C
8"X6" TEE
8" PVC
8"
P
V
C
8"
P
V
C
8"
P
V
C
8"
P
V
C
6" PVC
6" PVC
8" COMBINED DOMESTIC AND FIRE PROTECTION
WATER SERVICE. CONTRACTOR TO VERIFY
LOCATION, SIZE, INVERT, MATERIAL WITH
THE MEP PLANS
►►
►►
►►
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8" 45° BEND
8" 45° BEND
I
8" PVC
8" GV
►
►
9
9
1
99
1
9
9
2
9
9
2
9
9
3
9
9
3
9
9
4
994
9
9
4
9
9
4
99
4
SAN BLDG CONNECTION
6" INV OUT=996.50 (S)
CONTRACTOR TO VERIFY LOCATION, SIZE
INVERT, AND MATERIAL WITH MEP.
4000 GAL GREASE INTERCEPTOR
RIM=1002.98
6" INV IN=995.60 (N)
6" INV OUT=995.60 (S)
998
998
998
9
9
8
998
99
8
999
999
1000
1
0
0
0
1
0
0
1
1001
1
0
0
1
1001
100
2
1
0
0
2
1003
99
4
99
4
99
5
99
5
99
6
9
9
6
99
7
9
9
7
998
99
8
9
9
8998
998
998
998
999
6" PROCESS WASTE TO GREASE INTERCEPTOR
6" INV OUT=996.50 (S)
CONTRACTOR TO VERIFY LOCATION
SIZE, INVERT, AND MATERIAL WITH
MEP PLANS
1003
1003
1003
999
10
0
0
10
0
1
10
0
2
1003
38 LF OF 6" PVC @ 4.57%CO-02
RIM=1003.71
6" INV IN=996.26 (NW)
6" INV IN=996.26 (N)
6" INV OUT=996.26 (S)
►►
►►
DIRTY DOCK CHANNEL DRAIN
RIM=999.80
6" INV OUT=998.00 (S)
SAMPLING WELL
RIM=1002.82
6" INV IN=995.30 (N)
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I
I
6" HYDRANT
6" PVC
8"X6" TEE
6" PVC
6" GV
6" HYDRANT
6" PVC
3 LF OF 6" PVC @ 2.19%
15 LF OF 6" PVC @ 4.40%
►►►►
►►
I I
FM FM
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY MANHOLE
CLEANOUT
HYDRANT
GATE VALVE
CURB STOP
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
GRADING LIMITS
STORMWATER FORCEMAIN
FIRE DEPARTMENT CONNECTION
REDUCER
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT AND
MATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.
3. WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITH
THE MOST CURRENT EDITION OF THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
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t
a
\
D
C
\
A
C
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S
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I
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N
:
DA
T
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:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
5
:
0
0
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
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B
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A
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D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
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A
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Y
B
I
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E
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2
04
/
0
3
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2
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2
6
C
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3
C-402
ENLARGED UTILITY PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-403
EXHIBIT G
Page 195 of 230
217TH S
T
.
W
217TH ST
R
E
E
T
W
217TH STREET W
EX SAN MH 03
RIM=1001.24 (PER SURVEY)
INV IN=984.43 (PER PLANS)
INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)
INV IN=983.69 (PER PLANS)
INV OUT=983.59 (PER PLANS)
EX SAN MH 01
RIM=997.33 (PER SURVEY)
INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
12" PVC WATER SERVICE STUB
10
6
L
F
O
F
4
8
"
R
C
P
@
0
.
4
7
%
8" SDR 3
5
P
V
C
12" PVC
12" PVC
8" SDR 35
P
V
C
12" PVC6" PVC
48" RCP STORM SEWER
INV= 991.8 (PER SURVEY)
WV
15" FES
INV= 993.24 (PER SURVEY)
XXX
X
X
X
X
X
XXXXXX
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I
I
I
8" 45° BEND
►
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I
I
I
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I
I
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I
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I
I
I I I I I I I I I
►
►
►
8" PVC8"X8" TEE 8" 45° BEND
8" 45° BEND
8" PVC
I
I
I
►►
►►
I I
8" PVC
8"
P
V
C
8" PVC 8" PVC
8" PVC
12"X8" REDUCER
8" 45° BEND
8" 45° BEND
I
8" PVC
8" GV
8"X8" TEE
►
►
9
9
4
99
4
99
6
9
9
7
93 LF OF 6" PVC @ 2.63%
212 LF OF 6" PVC @ 1.61%
169 LF OF 6" PVC @ 1.66%
CO-01 W/ 90DEG BEND
RIM=1002.21
6" INV IN=994.75 (N)
6" INV OUT=994.75 (E)
SSMH 02
RIM=1001.66
6" INV OUT=990.10 (W)
SSMH 03
RIM=997.77
6" INV IN=986.60 (N)
6" INV OUT=986.50 (S)
INVERT, AND MATERIAL WITH MEP.
48" MH
EX. SSMH-2
RIM=999.77
EX. INV IN=983.69 (W)
PR. INV IN=983.69 (N)
EX. INV OUT=983.59 (E)
DEPTH=16.2
4000 GAL GREASE INTERCEPTOR
RIM=1002.98
6" INV IN=995.60 (N)
6" INV OUT=995.60 (S)
985986987988989990991
992993994
99
6
996
99
7
9
9
8
98
5
98
6
98
7
98
8
98
9
99
0
99
1
992
993
99
3
994
99
4
995
99
5
99
6
99
7
99
8
987
988
989
990
991
993993994994995995996996997997
997
998998
99
8
999
985
985
986
986
987
987
98
8
988
98
9
989
99
0
990
99
1
991
99
2
99
3
99
4
99
5
99
6
99
7
998
985986987988989990991
992
993
994
995
996
997
998
999
992
99
2
993
99
3
994
99
4
995
99
5
996
99
6
997
9
9
7
99
7
99
7
99899
8
99
8
999
999
99
9
10
0
0
10
0
1
1
0
0
2
10
0
2
99
7
99
8
99
9
10
0
0
1001
10
0
1
10
0
1
998
999
1000
1
0
0
0
10
0
0
1001
10
0
1
10001000
1000
1001
1002
1003
1000
1001
1002
998
15 LF OF 6" PVC @ 2.03%
99
6
99
7
99
8
99
9
10
0
0
10
0
1
67 LF OF 6" PVC @ 2.61%
CO-02
RIM=1003.71
6" INV IN=996.26 (NW)
6" INV IN=996.26 (N)
6" INV OUT=996.26 (S)
SSMH 01
RIM=1001.29
6" INV IN=992.30 (W)
6" INV IN=992.30 (NW)
6" INV OUT=990.30 (S)
►►
►►
►►
►►
SANITARY FLOW METER VAULT
RIM=1001.87
6" INV IN=990.00 (N)
6" INV IN=990.00 (E)
6" INV OUT=990.00 (S)
SAMPLING WELL
RIM=1002.82
6" INV IN=995.30 (N)
6" INV OUT=995.20 (SE)
►►►►►►►►►►
►►►►►►►►►►
I I I I I I
I
I
6" GV8"X6" TEE
6" HYDRANT
6" PVC
15 LF OF 6" PVC @ 4.40%
10 LF OF 6" PVC @ 1.00%
REMOVE CAP AND CONNECT TO EXISTING
12" SERVICE STUB. CONTRACTOR TO VERIFY
LOCATION, SIZE, INVERT, AND MATERIAL
IN THE FIELD
►►
►►
►►
►►
►►
►►
►►
66 LF OF 6" PVC @ 4.40%
12" PVC
12" 45° BEND
12" 45° BEND
►►►►
►►
I I
FM FM
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STORM SEWER
SANITARY SEWER
WATERMAIN
SANITARY MANHOLE
CLEANOUT
HYDRANT
GATE VALVE
CURB STOP
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
GRADING LIMITS
STORMWATER FORCEMAIN
FIRE DEPARTMENT CONNECTION
REDUCER
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. CONTRACTOR SHALL VERIFY LOCATION, SIZE, INVERT AND
MATERIAL OF ALL UTILITY CONNECTIONS TO UTILITY MAINS.
3. WATERMAIN WILL BE INSTALLED IN STRICT ACCORDANCE WITH
THE MOST CURRENT EDITION OF THE CITY ENGINEERS
ASSOCIATION OF MINNESOTA (CEAM) SPECIFICATIONS.
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
i
t
a
\
D
C
\
A
C
C
D
o
c
s
\
S
t
a
n
t
e
c
C
o
n
s
u
l
t
i
n
g
\
1
9
0
3
0
0
6
7
3
_
P
r
o
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e
c
t
_
B
l
a
c
k
_
B
e
a
r
\
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c
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F
i
l
e
s
\
a
_
C
A
D
\
4
_
P
L
A
N
S
H
E
E
T
S
\
C
-
4
0
1
U
T
I
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Y
P
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A
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0
0
6
7
3
.
d
w
g
4
/
3
/
2
0
2
6
K
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I
T
A
,
Y
A
C
O
U
B
A
DE
S
C
R
I
P
T
I
O
N
:
DA
T
E
:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
8
:
2
4
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
E
A
R
CI
T
Y
O
F
L
A
K
E
V
I
L
L
E
,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
I
N
A
R
Y
B
I
D
S
E
T
2
04
/
0
3
/
2
0
2
6
C
I
T
Y
R
E
S
U
B
M
I
T
T
A
L
3
C-403
ENLARGED UTILITY PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-402
Page 196 of 230
FUTURE BUILDING
EXPANSION
AREA: 25000 SF
XXX
X
X
PROPOSED BUILDING
FFE: 1003.83
AREA: 75000 SF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OFFICE
MECH'L
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993
993
994
994995995
995
99
6
99
6
996997
99
7
99
7
99
7
998
998
998
99
8
99
8
999
999
99
9999
9
9
9
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1000
1
0
0
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10001000
995
995
996
996997
997
998
99899
9
99
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27
4
L
F
O
F
2
4
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R
C
P
@
0
.
5
0
%
11
6
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F
O
F
2
4
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R
C
P
@
0
.
5
0
%
10
1
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F
O
F
1
8
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R
C
P
@
0
.
7
0
%
99
3
993
99
4
994
99
5
995
99
6
996
99
7
997
998
9
9
8
998998
99
8
998
9
9
8
99
8
998
99
8
999
999
1000
1000
1001
1001
999
1000
1001
10
0
2
1003
10
0
3
1003
50
L
F
O
F
8
"
P
V
C
@
1
.
0
0
%
33 LF OF 8" PVC @ 1.02%
15 LF OF 8" PVC @ 3.27%
15 LF OF 8" PVC @ 3.20%
50
L
F
O
F
8
"
P
V
C
@
1
.
0
0
%
15 LF OF 8" PVC @ 3.20%
50
L
F
O
F
8
"
P
V
C
@
1
.
0
0
%
15 LF OF 8" PVC @ 3.20%
68 LF OF 12" PVC @ 3.00%
1000
1
0
0
0
1
0
0
1
10
0
1
1
0
0
1
1001
10
0
2
10
0
2
100
3
1
0
0
3
99
6
99
7
99
8
99
9
10
0
0
10
0
1
10
0
1
1
0
0
1
9
9
8
9
9
8
99
9
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9
10
0
0
1
0
0
0
10
0
1
1
0
0
1
1
0
0
1
998
998
9
9
8
998
9
9
8
999
99
5
99
6
99
7
99
8
999
15 LF OF 8" PVC @ 3.13%
73 LF O
F
1
2
"
P
V
C
@
6
.
4
8
%
15 LF OF 8" PVC @ 1.00%
73
L
F
O
F
8
"
P
V
C
@
1
.
0
0
%
15 LF OF 8" PVC @ 1.00%
108 LF OF 12" PVC @ 2.98%53
L
F
O
F
8
"
P
V
C
@
1
.
3
9
%
15 LF OF 8" PVC @ 1.00%
15 LF OF 8" PVC @ 1.00%
58
L
F
O
F
8
"
P
V
C
@
1
.
0
1
%
41 LF OF 8" PVC @ 1.43%
131
L
F
O
F
1
2
"
P
V
C
@
2
.
3
6
%
15 LF OF 8" PVC @ 4.93%
15 LF OF 8" PVC @ 1.00%
999
10
0
2
10
0
3
1003
FUTURE BUILDING
EXPANSION
AREA: 25000 SF
15 LF OF 8" PVC @ 1.00%
82
L
F
O
F
8
"
P
V
C
@
1
.
0
1
%
99
8
996 996997
997
998
998
999
999
1000
1
0
0
0
1000
31 LF OF 15" RCP @ 0.95%
32 LF OF 18" RCP @ 0.32%
84
L
F
O
F
1
2
"
R
C
P
@
0
.
3
3
%
7
5
L
F
O
F
1
2
"
R
C
P
@
0
.
3
0
%
118 LF OF 24" RCP @ 0.20%
118 LF OF 24" RCP @ 0.19%
80
L
F
O
F
2
4
"
R
C
P
@
0
.
3
0
%
78
L
F
O
F
2
4
"
R
C
P
@
0
.
2
9
%
117 LF OF 12" RCP @ 1.11%
10
1
L
F
O
F
3
0
"
R
C
P
@
0
.
3
0
%
27 LF OF 12" RCP @ 0.55%
170 LF OF 12" PVC @ 1.00%
CBMH 109
RIM=1000.53
24" INV IN=993.93 (N)
12" INV IN=993.93 (E)
24" INV OUT=993.93 (S)
CBMH 108
RIM=1001.00
18" INV IN=995.30 (N)
12" INV IN=995.30 (E)
24" INV OUT=995.30 (S)
CBMH 107
RIM=1000.40
18" INV OUT=996.00 (S)
CBMH 103
RIM=997.60
12" INV IN=992.75 (W)
24" INV OUT=992.75 (E)
CBMH 104
RIM=997.60
12" INV IN=993.00 (NW)
24" INV OUT=993.00 (E)
STMH 130
RIM=1003.52
8" INV IN=1000.36 (E)
8" INV IN=1000.00 (N)
12" INV OUT=1000.00 (W)
RD-078" INV OUT=1000.83 (W)
STMH 129
RIM=1003.60
8" INV IN=1000.68 (E)
8" INV OUT=1000.68 (S)
RD-088" INV OUT=1000.83 (W)
STMH 128
RIM=1003.60
8" INV IN=1000.34 (E)
8" INV IN=1000.34 (N)
8" INV OUT=1000.34 (S)
RD-09
8" INV OUT=1000.83 (W)
RD-10
8" INV OUT=1000.83 (W)
STMH 127
RIM=1003.59
8" INV IN=1000.35 (E)
8" INV IN=999.84 (N)
8" INV OUT=999.84 (S)
STMH 126
RIM=1003.58
8" INV IN=1000.35 (E)
8" INV IN=999.34 (N)
8" INV OUT=999.34 (S)
RD-118" INV OUT=1000.83 (W)
STMH 125
RIM=1003.42
8" INV IN=1000.35 (E)
8" INV IN=998.84 (N)
12" INV OUT=995.97 (W)
RD-12
8" INV OUT=1000.83 (W)
RD-06
8" INV OUT=996.83 (E)STMH 121
RIM=999.68
8" INV IN=996.68 (W)
8" INV OUT=996.68 (N)
RD-05
8" INV OUT=996.83 (E)
STMH-119
RIM=999.64
8" INV IN=996.68 (W)
8" INV IN=995.95 (N)
8" INV IN=995.95 (S)
12" INV OUT=995.95 (E)
STMH-120
RIM=999.64
8" INV IN=996.68 (W)
8" INV OUT=996.68 (S)
RD-04
8" INV OUT=996.83 (E)
RD-03
8" INV OUT=996.83 (E)
STMH 123RIM=999.648" INV IN=996.68 (W)
8" INV OUT=996.68 (N)
STMH 122
RIM=999.64
8" INV IN=996.09 (W)
8" INV IN=996.09 (N)
8" INV IN=996.09 (S)
12" INV OUT=996.09 (SE)
RD-02
8" INV OUT=996.83 (E)
STMH 124
RIM=999.64
8" INV IN=996.68 (W)
8" INV OUT=996.68 (S)
RD-01
8" INV OUT=996.83 (E)
STORM STUB FOR FUTURE
ROOFDRAIN CONNECTION
8" INV OUT=1000.83 (S)
CBMH 114
RIM=997.00
12" INV IN=993.30 (W)
15" INV OUT=993.30 (E)
FES 10918" INV=993.00
CBMH 113
RIM=997.00
12" INV IN=993.10 (S)
18" INV OUT=993.10 (E)
CBMH 106RIM=997.0012" INV OUT=993.38 (N)
FES 11012" INV=993.00
CBMH 117
RIM=997.00
12" INV IN=992.77 (N)
24" INV IN=992.77 (W)
24" INV OUT=992.77 (S)
CBMH 116
RIM=997.00
24" INV IN=992.53 (N)
24" INV IN=992.53 (W)
24" INV OUT=992.53 (S)
CBMH 105RIM=997.6012" INV OUT=993.60 (E)
CBMH 118RIM=997.0024" INV IN=992.30 (N)
12" INV IN=992.30 (W)
30" INV OUT=992.30 (S)
CBMH 115
RIM=998.00
12" INV OUT=993.15 (E)
FES 10812" INV=993.00
FES 10715" INV=993.00
STORM STUB FOR FUTURE
ROOFDRAIN CONNECTION
12" INV=995.00
FES 131
12" INV=995.00
11 LF OF 12" RCP @ 0.00%
99
5
99
6
99
7
998
998
998
►►►►
►►
I I
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STORM SEWER
DRAINTILE
SANITARY SEWER
WATERMAIN
STORM MANHOLE
STORM CATCH BASIN
FLARED END SECTION
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
STORM CLEANOUT
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. FOR EACH ROOF DRAIN CONNECTION, CONTRACTOR TO
COORDINATE WITH MEP/ARCH PLANS FOR LOCATION, SIZE,
MATERIAL, AND INVERT. CONTRACTOR TO FIELD FIT ROOF
DRAIN RISER CONNECTION/FITTING TO VERTICAL SQUARE
DOWNSPOUT (TYP. ALL ROOF DRAINS)
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
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ISSUE NO.:
IS
S
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.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
8
:
1
8
P
M
CLIENT:
PR
O
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:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
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A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
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L
I
M
I
N
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Y
B
I
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S
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T
2
04
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0
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2
0
2
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C
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Y
R
E
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M
I
T
T
A
L
3
C-502
ENLARGED STORM
SEWER PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-503
1
2
3
4
EXHIBIT H
Page 197 of 230
217TH ST
R
E
E
T
W
EX SAN MH 03
RIM=1001.24 (PER SURVEY)
INV IN=984.43 (PER PLANS)
INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)
INV IN=983.69 (PER PLANS)
INV OUT=983.59 (PER PLANS)
EX SAN MH 01
RIM=997.33 (PER SURVEY)
INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
12" PVC WATER SERVICE STUB
10
6
L
F
O
F
4
8
"
R
C
P
@
0
.
4
7
%
8" SDR 3
5
P
V
C
12" PVC
12" PVC
8" SDR 35
P
V
C
12" PVC6" PVC
48" RCP STORM SEWER
INV= 991.8 (PER SURVEY)
WV
15" FES
INV= 993.24 (PER SURVEY)
XXX
X
X
X
X
X
XXXXXX
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I I I I I I I I I
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I I I I I I
I
I
►►
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990
990
991
991
991
992
992
992
993
993
993
994
994
994
995
99
5
995
996
99699
6
997
9
9
7
997
998
99
8
998
999
999
9
9
9
10001000
1000
1000
10
0
0
10
0
0
100
1
1002
1002
994
994
9
9
4
99
4
995
995
996
996
997
997
997
998
999
161 LF OF 12" RCP @ 2.00%
120 LF OF 12" RCP @ 2.00%
11
6
L
F
O
F
2
4
"
R
C
P
@
0
.
5
0
%
1
8
6
L
F
O
F
2
4
"
P
V
C
@
0
.
7
3
%
985
985986987988989990991
992 993 994 995 996 997
998
999 1000 1000
985
985
986
986
987
987
988
988
989
989
990
990
991
991992
992
99
3
99
3
993
993
99
4
994
994
994
99
5
99599
6
99
7
99
8
99
9
998
107 LF OF 36" RCP @ 0.00%
98
5
985
98
698
798
8
98
5
98
6
98
7
98
8
98
9
99
0
99
1
99
2
99
3
99
4
99
5
99
6
98
598598698
698798
7
98
8
988
98
9
989
99
0
990
991
991
992
99
2
993
99
3
994
994
995
995
996
996
997
998
999
1000
98
5
98
6
98
7
98
8
98
9
99
0
99
1
99
2
99
3
99
4
99
5
99
6
99
7
99
8
99
9
10
0
0
1
0
0
0
10
0
0
10
0
1
10
0
1
99
7
998
99
8
99
8
998
99
9
99
9
1000
1000
10
0
0
998
9
9
8
999
1000
1001
15 LF OF 8" PVC @ 1.00%
99
8
998
999
99
9
999
1000
1000
1001
1001
10021002
1002
1002
10
0
0
1
0
0
1
1001 1001
1001
100
1 10011001
1002
10
0
3
1003
1000 1000
52 LF OF 48" RCP @ -1.00%
995
99
5
995
9
9
5
99
6
99
6
9
9
6
99
6
9
9
7
117 LF OF 12" RCP @ 1.11%
10
1
L
F
O
F
3
0
"
R
C
P
@
0
.
3
0
%
120 LF OF 12" RCP @ 2.00%
36 LF OF 12" RCP @ 2.25%
37 LF OF 18" RCP @ 1.64%
CBMH 110
RIM=998.87
24" INV IN=993.35 (N)
24" INV OUT=993.35 (SE)
CBMH 100
RIM=999.26
12" INV IN=993.00 (E)
12" INV IN=993.00 (W)
18" INV OUT=992.60 (S)CBMH 101
RIM=999.26
12" INV OUT=995.40 (W)
CBMH 102
RIM=1000.53
12" INV OUT=996.53 (SW)
FES 112
18" INV=992.00
CBMH 111
RIM=997.31
12" INV IN=993.31 (NE)
12" INV OUT=992.80 (SE)FES 114
36" INV=992.00
FES 11312" INV=992.00
FES 115
36" INV=992.00
8" INV IN=998.84 (N)
12" INV OUT=995.97 (W)
8" INV IN=996.68 (W)
8" INV OUT=996.68 (N)
FES 116
48" INV=987.00
OCS 01 SEE DETAIL 5/C-805
RIM=997.13
TOP OF WEIR=994.50
48" INV IN=987.52 (NE)
48" INV OUT=991.50 (S)
FES 117
24" INV=992.00
CBMH 105RIM=997.6012" INV OUT=993.60 (E)
CBMH 118RIM=997.0024" INV IN=992.30 (N)
12" INV IN=992.30 (W)
30" INV OUT=992.30 (S)
FES 11130" INV=992.00
CBMH 112
RIM=999.26
12" INV OUT=995.40 (E)
FES 131
12" INV=995.00
OCS 02 SEE DETAIL 7/C-805
RIM=998.00
TOP OF WEIR=997.10
12" INV IN=995.00 (N)
12" INV OUT=995.00 (S)
11 LF OF 12" RCP @ 0.00%
15
3
L
F
O
F
1
2
"
R
C
P
@
0
.
6
6
%
FES 13212" INV=994.00
992
993 994 995 995996
98
5
98
6
98
7
98
8
98
9
99
0
99
1
992
99
2
993
99
3
994
99
4
995
99
5
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6
99
7
99
8
99
9
10
0
0
996
997
998
999
►►►►
►►
I I
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
STORM SEWER
DRAINTILE
SANITARY SEWER
WATERMAIN
STORM MANHOLE
STORM CATCH BASIN
FLARED END SECTION
PROPOSED MINOR CONTOUR901
PROPOSED MAJOR CONTOUR900
STORM CLEANOUT
1. SEE SHEET G-002 FOR ADDITIONAL PROJECT NOTES.
2. FOR EACH ROOF DRAIN CONNECTION, CONTRACTOR TO
COORDINATE WITH MEP/ARCH PLANS FOR LOCATION, SIZE,
MATERIAL, AND INVERT. CONTRACTOR TO FIELD FIT ROOF
DRAIN RISER CONNECTION/FITTING TO VERTICAL SQUARE
DOWNSPOUT (TYP. ALL ROOF DRAINS)
NOTES
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
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s
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ISSUE NO.:
IS
S
U
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N
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.
:
SHEET NO.:
SHEET TITLE:
4/
3
/
2
0
2
6
1
:
2
7
:
2
8
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
C
I
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
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A
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A
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V
I
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L
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,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/03/2026
03
/
1
8
/
2
0
2
6
P
R
E
L
I
M
I
N
A
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Y
B
I
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S
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T
2
04
/
0
3
/
2
0
2
6
C
I
T
Y
R
E
S
U
B
M
I
T
T
A
L
3
C-503
ENLARGED STORM
SEWER PLAN
( IN FEET )
GRAPHIC SCALE0
1 inch = 30 ft.
30 6030
SEE SHEET C-502
1
2
1
2
3
4
Page 198 of 230
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
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X
X
X
X
X
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X
X
X
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X
X
X
X
X
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X
X
998
999
1000
1001
10
0
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1003
1003
10
0
3
100310
0
3
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9
9
7
9
9
7
9
9
7
99
7
9
9
8
9
9
8
9
9
9
99
9
1
0
0
0
10
0
0
1
0
0
1
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0
1
10
0
2
1
0
0
2
10
0
3
10
0
3
1
0
0
4
1
0
0
4
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IIIIIIIIIIIIIIIII
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►►
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17
DL
4
PA
►►
►►
►►
►►►►►►►►►►►►►►►►
10
PD
5
AK
5
PD
4
CB
1
SS
3
PD
5
CB
1
BR
3
PD
4
CB
1
BR
2
PD
1
SS
5
CB
1
BR
2
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1
SS
5
QN
6
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6
QN
6
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6
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7
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6
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1
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1
AB
X X
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
CURB AND GUTTER
FENCE
RETAINING WALL [BY OTHERS]
CONSTRUCTION LIMITS
X X AGGREGATE MAINTENANCE STRIP,
SEE LANDSCAPE DETAILS
ROCK MULCH
SEED TYPE A
TURF SEED
EDGER
WOOD MULCH
SEED TYPE B
TURF SOD
SYMBOL CODE COMMON NAME
EVERGREEN TREES
PD BLACK HILLS SPRUCE
AK KOREAN FIR
PA NORWAY SPRUCE
OVERSTORY TREES
AB APOLLO® SUGAR MAPLE
CO2 COMMON HACKBERRY
QN KINDRED SPIRIT® OAK
BR RIVER BIRCH CLUMP
UNDERSTORY TREES
SS COPPER CURLS® PEKING LILAC
SHRUBS
HA ANNABELLE HYDRANGEA
CB BAYLEY'S RED TWIG DOGWOOD
DL DWARF BUSH HONEYSUCKLE
JH HETZI COLUMN JUNIPER
HL LITTLE QUICK FIRE® PANICLE HYDRANGEA
TA NORTH POLE® ARBORVITAE
JF SEA GREEN JUNIPER
ORNAMENTAL GRASSES
CO OVERDAM FEATHER REED GRASS
SH PRAIRIE DROPSEED
PERENNIALS
HO STELLA DE ORO DAYLILY
L-102
LANDSCAPE PLAN
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
i
t
a
\
D
C
\
A
C
C
D
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c
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\
S
t
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n
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1
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6
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A
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A
DE
S
C
R
I
P
T
I
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N
:
DA
T
E
:
ISSUE NO.:
IS
S
U
E
N
O
.
:
SHEET NO.:
SHEET TITLE:
4/
2
4
/
2
0
2
6
3
:
3
3
:
1
2
P
M
CLIENT:
PR
O
J
E
C
T
T
I
T
L
E
:
CHK'D BY:APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/24/2026
JRL YMK PWS
03
/
0
2
/
2
0
2
6
CI
T
Y
S
U
B
M
I
T
T
A
L
1
PR
O
J
E
C
T
B
L
A
C
K
B
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A
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CI
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F
L
A
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E
V
I
L
L
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,
D
A
K
O
T
A
C
O
U
N
T
Y
MI
N
N
E
S
O
T
A
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
54244
04/24/2026
03
/
1
8
/
2
0
2
6
PR
E
L
I
M
I
N
A
R
Y
B
I
D
S
E
T
2
04
/
0
3
/
2
0
2
6
CI
T
Y
R
E
S
U
B
M
I
T
T
A
L
3
04
/
2
4
/
2
0
2
6
CI
T
Y
R
E
S
U
B
M
I
T
T
A
L
4
( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
SEE SHEET L-103
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:
MARK FLICKER
56541
02/26/2026
ENLARGEMENT
SEE DETAIL 6 / L-802
EDGER, TYP.
WOOD MULCH
* SEE SHEET L-801 FOR PLANT SCHEDULE
ROCK MULCH
ROCK MULCH PLANT PALETTE
Page 199 of 230
XXX
X
X
X
X
X
XXXXXX
985986987988989990991
99299
3
99
4
99
599
6
9
9
7
9
9
8
9
9
9
1
0
0
0
1
0
0
1
1
0
0
2
1
0
0
2
98
5
98
6
98
7
98
8
98
9
99
0
991
99
7
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EX SAN MH 03
RIM=1001.24 (PER SURVEY)
INV IN=984.43 (PER PLANS)
INV OUT=984.33 (PER PLANS)
EX SAN MH 02
RIM=1000.05 (PER SURVEY)
INV IN=983.69 (PER PLANS)
INV OUT=983.59 (PER PLANS)
EX SAN MH 01
RIM=997.33 (PER SURVEY)
INV IN=982.91 (PER PLANS)
INV OUT=983.01 (PER PLANS)
12" PVC WATER SERVICE STUB
10
6
L
F
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4
8
"
R
C
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@
0
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7
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8" SD
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3
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12" PVC
12" PVC
8" SD
R
3
5
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12" PVC6" PVC
48" RCP STORM SEWER
INV= 991.8 (PER SURVEY)
WV
15" FES
INV= 993.24 (PER SURVEY)
8" SAN SEWER STUB
INV= 984.59 (PER PLANS)
40LF SDR PVC @ 0.40%
►
►
I
►►
►►
►►
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►►►►►►►►►►
►►►►►►►►►►
17
DL
11
JF
12
JF
3
PA
1
CO2
7
AK
11
JF
1
CO21
CO2
3
PA
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2
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3
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AK
5
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1
CO2
3
PD
1
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3
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3
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1
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6
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1
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►►
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►►
►►
►►
1
SS
I
I
I I
I
1
AB
X X
LOT LINE
EASEMENT LINE
SETBACK LINE
RIGHT OF WAY LINE
PROPERTY BOUNDARY
LEGEND
CURB AND GUTTER
FENCE
RETAINING WALL [BY OTHERS]
CONSTRUCTION LIMITS
X X AGGREGATE MAINTENANCE STRIP,
SEE LANDSCAPE DETAILS
ROCK MULCH
SEED TYPE A
TURF SEED
EDGER
WOOD MULCH
SEED TYPE B
TURF SOD
SYMBOL CODE COMMON NAME
EVERGREEN TREES
PD BLACK HILLS SPRUCE
AK KOREAN FIR
PA NORWAY SPRUCE
OVERSTORY TREES
AB APOLLO® SUGAR MAPLE
CO2 COMMON HACKBERRY
QN KINDRED SPIRIT® OAK
BR RIVER BIRCH CLUMP
UNDERSTORY TREES
SS COPPER CURLS® PEKING LILAC
SHRUBS
HA ANNABELLE HYDRANGEA
CB BAYLEY'S RED TWIG DOGWOOD
DL DWARF BUSH HONEYSUCKLE
JH HETZI COLUMN JUNIPER
HL LITTLE QUICK FIRE® PANICLE HYDRANGEA
TA NORTH POLE® ARBORVITAE
JF SEA GREEN JUNIPER
ORNAMENTAL GRASSES
CO OVERDAM FEATHER REED GRASS
SH PRAIRIE DROPSEED
PERENNIALS
HO STELLA DE ORO DAYLILY
L-103
LANDSCAPE PLAN
DWN BY:
ISSUE DATE:
PROJECT NO.:
C:
\
U
s
e
r
s
\
y
k
o
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t
a
\
D
C
\
A
C
C
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:
ISSUE NO.:
IS
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N
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.
:
SHEET NO.:
SHEET TITLE:
4/
2
4
/
2
0
2
6
3
:
3
2
:
3
9
P
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CLIENT:
PR
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CHK'D BY:APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
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WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL
COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE (NOT
EXCLUDING THE DAY OF THE REQUEST AND EXCLUDING HOLIDAYS AND WEEKENDS) FOR THE LOCATIONS OF ALL
UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE
DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT
NO COST TO THE OWNER.
GOPHER STATE ONE CALL
TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166
CALL BEFORE YOU DIG
190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
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( IN FEET )
GRAPHIC SCALE
0
1 inch = 30 ft.
30 6030
SEE SHEET L-102
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:
MARK FLICKER
56541
02/26/2026
ENLARGEMENT
SEE DETAIL 6 / L-802
EDGER, TYP.
WOOD MULCH
* SEE SHEET L-801 FOR PLANT SCHEDULE
PLANT PALETTE
Page 200 of 230
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL
EVERGREEN TREES
AK 19 ABIES KOREANA KOREAN FIR B&B 6` HT.
PA 13 PICEA ABIES NORWAY SPRUCE B&B 6` HT.
PD 31 PICEA GLAUCA 'DENSATA'BLACK HILLS SPRUCE B&B 6` HT.
OVERSTORY TREES
AR2 5 ACER RUBRUM 'RED ROCKET'RED ROCKET MAPLE B&B 2.5"
BR 3 BETULA NIGRA RIVER BIRCH CLUMP B&B 2.5"
CO2 6 CELTIS OCCIDENTALIS COMMON HACKBERRY B&B 2.5"
QN 17 QUERCUS ROBUR X BICOLOR 'NADLER'KINDRED SPIRIT® OAK 15 GAL 2.5"
UNDERSTORY TREES
SS 5 SYRINGA RETICULATA PEKINENSIS 'SUNDAK' COPPER CURLS® PEKING LILAC B&B 2"
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT
SHRUBS
CB 18 CORNUS SERICEA 'BAILEYI'BAYLEY'S RED TWIG DOGWOOD 3 GAL
DL 17 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE 3 GAL
HA 8 HYDRANGEA ARBORESCENS 'ANNABELLE' ANNABELLE HYDRANGEA 3 GAL
HL 6 HYDRANGEA PANICULATA 'SMHPLQF'LITTLE QUICK FIRE® PANICLE HYDRANGEA 3 GAL
JH 12 JUNIPERUS CHINENSIS 'HETZII COLUMNARIS' HETZI COLUMN JUNIPER 10 GAL
JF 34 JUNIPERUS CHINENSIS 'SEA GREEN'SEA GREEN JUNIPER 5 GAL
TA 13 THUJA OCCIDENTALIS 'ART BOE'NORTH POLE® ARBORVITAE 10 GAL
ORNAMENTAL GRASSES
CO 47 CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 1 GAL
SH 44 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 1 GAL
PERENNIALS
HO 42 HEMEROCALLIS X 'STELLA DE ORO'STELLA DE ORO DAYLILY 1 GAL
DWN BY:
ISSUE DATE:
PROJECT NO.:
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CHK'D BY: APP'D BY:
CERTIFICATION:
733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
04/03/2026
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190300673
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
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04/03/2026
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L-801
LANDSCAPE DETAILS
1. UPON APPROVAL OF STAKING LOCATIONS CONTRACTOR SHALL EXCAVATE PLANTING HOLES CENTERED
AT STAKED LOCATIONS.
2. DIG HOLES AS DETAILED AND TO A DIAMETER A MINIMUM OF TWO TIMES THE DIAMETER OF THE ROOT
BALL OR CONTAINER.
3. REMOVE STICKS, RUBBISH, FOREIGN MATERIALS AND UNDESIRABLE PLANTS AND THEIR ROOTS.
REMOVE STONES MEASURING OVER 1-1/2 INCHES IN ANY DIMENSIONS.
4. SET BALLED AND BURLAPPED (B&B) STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE, PLUMB
AND IN CENTER OF PIT OR TRENCH WITH TOP OF ALL AT SAME ELEVATION AS ADJACENT FINISHED
LANDSCAPE GRADES.
5. ROOT FLARE OF THE TREE MUST BE ABOVE FINISHED GRADE.
6. CUT ALL CORDS AND TWIN AND REMOVE WIRE BASKET AND BURLAP FROM TOP AND SIDES OF BALLS;
RETAIN BURLAP ON BOTTOMS.
7. WHEN SET, PLACE ADDITIONAL PLANTING SOIL BACKFILL AROUND BASE AND SIDES OF BALL, AND WORK
EACH LAYER TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS.
8. WHEN EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER
OF BACKFILL.
9. REPEAT WATERING UNTIL NO MORE IS ABSORBED. WATER AGAIN AFTER PLACING FINAL LAYER OF
BACKFILL.
10. FOR CONTAINER GROWN STOCK, SAME AS FOR BALLED AND BURLAPPED STOCK, EXCEPT CUT
CONTAINERS ON SIDES INTO QUARTERS WITH SHEAR. REMOVE CONTAINER BEFORE SETTING PLANT
SO AS NOT TO DAMAGE ROOT BALLS.
11. WATER EACH PLANT WITHIN 2 HOURS OF PLANTING.
12. ALL PLANTINGS TO BE MULCHED UNLESS OTHERWISE NOTED ON THE PLAN.
13. PLACE 3-INCH THICKNESS OF MULCH AROUND TREES AND SHRUBS WITHIN A PERIOD OF 48 HOURS
AFTER THE SECOND WATERING. DO NOT PLACE MULCH IN DIRECT CONTACT WITH TRUNKS OR STEMS.
14. PLACE 3-INCH THICKNESS LOCALLY AVAILABLE DOUBLE SHRED HARD WOOD MULCH AROUND ALL
TREES OUTSIDE OF PLANT BEDS.
15. WHERE NOTED / INDICATED, PLANT BEDS AND MAINTENANCE STRIPS SHALL RECEIVE LOCALLY
AVAILABLE 3" DEPTH OF 12"-1" DIA. RIVER ROCK MULCH OVER WEED BARRIER FABRIC. SUBMIT MULCH
SAMPLE FOR OWNER APPROVAL.
15. WHERE NOTED / INDICATED, PLANT BEDS SHALL RECEIVE LOCALLY AVAILABLE 3" DEPTH OF SHREDDED
HARDWOOD WOOD MULCH. SUBMIT MULCH SAMPLE FOR OWNER APPROVAL.
1. LANDSCAPE WORK WILL BE INSPECTED FOR ACCEPTANCE IN PARTS AGREEABLE TO THE OWNER,
PROVIDED WORK OFFERED FOR INSPECTION IS COMPLETE, INCLUDING MAINTENANCE, FOR THE
PORTION IN QUESTION.
2. AT THE CONCLUSION OF THE ESTABLISHMENT PERIOD, WHICH WILL BE ONE YEAR FOLLOWING INITIAL
INSTALLATION A FINAL INSPECTION OF PLANTING WILL BE MADE TO DETERMINE THE CONDITIONS OF
AREAS SPECIFIED FOR LANDSCAPING.
3. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED
WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE-INSPECTED BY OWNER AND FOUND TO BE
ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE.
1. WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED
WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE-INSPECTED BY OWNER AND FOUND TO BE
ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM SITE.
2. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING.
3. MAINTAIN TREES AND BUSHES INCLUDING WATERING FOR ONE YEAR AFTER ACCEPTANCE BY OWNER.
IT IS CONTRACTORS RESPONSIBILITY FOR COORDINATE WATERING.
4. TRIM, PRUNE, REMOVE CLIPPINGS AND DEAD OR BROKEN BRANCHES, AND TREAT PRUNED AREAS AND
OTHER WOUNDS.
5. IT IS THE CONTRACTOR'S OPTION WHETHER OR NOT TO STAKE TREES. THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING TREES IN AN UPRIGHT POSITION THROUGHOUT THE ONE-YEAR
GUARANTEE PERIOD.
1. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER OWNER ACCEPTANCE AND SHALL
BE ALIVE AND IN SATISFACTORY CONDITION AT THE END OF THE GUARANTEE PERIOD. SUCH
GUARANTEE EXCLUDES VANDALISM.
2. AT THE END OF THE ONE-YEAR GUARANTEE PERIOD, INSPECTION WILL BE MADE BY THE OWNER UPON
WRITTEN NOTICE BY THE CONTRACTOR AT LEAST FIVE DAYS BEFORE THE ANTICIPATED DATE. ANY
PLANT MATERIAL REQUIRED UNDER THE CONTRACT THAT IS DEAD OR NOT IN SATISFACTORY
CONDITION, AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE, AND SHALL BE
REPLACED AS SOON AS CONDITIONS PERMIT DURING THE NORMAL PLANTING SEASONS.
3. THE OPINION OF THE OWNER SHALL GOVERN IN ANY AND ALL DISPUTES BY THE CONTRACTOR
REGARDING THE CONDITION AND DISPOSITION OF UNSATISFACTORY MAINTENANCE PROCEDURES OR
REJECTED PLANTS.
4. ALL REPLACEMENTS SHALL BE PLANT MATERIAL OF THE SAME KIND AND SIZE AS SPECIFIED IN THE
PLANT LIST. REPLACEMENT COSTS SHALL BE BORNE BY THE CONTRACTOR.
5. REPLACEMENT PLANTINGS REQUIRED AT THE END OF THE GUARANTEE PERIOD ARE NOT TO BE
GUARANTEED. THE PLANT MATERIAL IS SUBJECT TO INSPECTION AND REJECTION BY THE OWNER
BEFORE AND AFTER PLANTING.
INSPECTION AND ACCEPTANCE
PLANTING NOTES
MAINTENANCE NOTES
GUARANTEE AND REPLACEMENTS
1. EDGE RESTRAINT BETWEEN PLANTING BEDS AND TURF SHALL BE SURE-LOC STEEL EDGING OR
APPROVED EQUAL, 3/16" X 4" X16'.
2. THE ESTABLISHMENT PERIOD FOR SEED SHALL BEGIN IMMEDIATELY AFTER INSTALLATION, WITH THE
APPROVAL OF THE OWNER, AND CONTINUE UNTIL THE DATE THAT THE OWNER PERFORMS A FINAL
INSPECTION.
3. TURF SEED SHALL BE OF A LOW MAINTENANCE VARIETY CONSISTING OF 60% FESCUE AND 40%
KENTUCKY BLUEGRASS OR EQUAL. SUBMIT SEED MIX TYPE FOR OWNER REVIEW AND APPROVAL PRIOR
TO INSTALLATION.
4. SEED TYPE A SHALL BE MNDOT SOUTHERN SHORTGRASS ROADSIDE (SSR) (35-221), APPLIED AT A RATE
OF 26 LBS/AC. CONTRACTOR SHALL ADDITIONALLY APPLY MNDOT 21-111 OATS COVER CROP AT A RATE
OF 20 LBS/AC.
5. SEED TYPE B SHALL BE MNDOT WET DITCH MIX (33-261), APPLIED AT A RATE OF 20 LBS/AC. CONTRACTOR
SHALL ADDITIONALLY APPLY MNDOT 21-11 OATS COVER CROP AT A RATE OF 20 LBS LBS/AC.
9. SEED SHALL BE MECHANICALLY DRILLED IN TWO OPPOSING DIRECTIONS.
10. TURF SEED SHALL BE COVERED WITH A WEED FREE HYDROMULCH CONTAINING TACKIFIER.
11. FERTILIZER SHALL HAVE A FORMULA (N-P-K) AS DETERMINED BY THE RESULTS OF A SOIL TEST.
CONTRACTOR TO CONDUCT SOIL TEST AND PROVIDE RESULTS ALONG WITH RECOMMENDED FERTILIZER
FORMULA TO OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLICATION.
12. TOPSOIL SHALL BE SALVAGED, IF ADDITIONAL TOP SOIL NEEDS TO BE IMPORTED, IT SHALL BE TOPSOIL
BORROW.
13. INSTALLATION OF SEED SHALL OCCUR WITHIN ONE (1) WEEK OF COMPLETING THE GRADING.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR WATER DURING THE PLANTING ESTABLISHMENT PERIOD.
10. 6" OF TOP SOIL SHALL BE PLACED IN ALL SEEDED AREAS (SIDE SLOPES AND BOTTOM OF STORM BASINS
PER CIVIL PLANS). SEE LANDSCAPE NOTES FOR PLANTING AREAS. LANDSCAPE CONTRACTOR TO
COORDINATE WITH THE GENERAL CONTRACTOR AND EARTHWORK SUB-CONTRACTOR TO VERIFY
TOPSOIL CONDITION. ENSURE TOPSOIL CONFORMS TO ASTM D 5268, WITH A PH RANGE OF 5.5 TO 7.2, A
MINIMUM OF 10 PERCENT ORGANIC MATERIAL CONTENT AND LESS THAN 30% CLAY; FREE OF STONE 1
INCH OR LARGER IN ANY DIMENSION AND OTHER EXTRANEOUS MATERIAL HARMFUL TO PLANT GROWTH.
CERTIFY THAT SOIL USED IS WITHIN ALLOWABLE TOLERANCES FOR SAFE PLANT GROWTH. TOPSOIL
SHALL BE SCREENED AND PULVERIZED BY A HARLEY RAKE OR EQUAL PRIOR TO PLANT INSTALLATION. IF
IMPORTED SOIL IS NEEDED, IT SHALL BE TOPSOIL BORROW. GRADING AND EROSION CONTROL PER CIVIL
PLANS AND SPECIFICATIONS.
TURF RESTORATION NOTES
THE IRRIGATION SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING:
1. COORDINATION WITH ALL OTHER TRADES.
2. DETAILED DESIGN OF AN IRRIGATION SYSTEM TO INCLUDE ALL TURF SOD AND PLANT BED AREAS..
DESIGN SHALL INCLUDE PIPE SIZING, HEAD SELECTION, LOCATIONS OF HEADS, ZONING, AND CONTROL
SYSTEMS. DESIGN SHALL PROVIDE NO OVERSPRAY ONTO WALKS. IRRIGATION PLAN, DESIGN DETAILS
AND PRODUCT SHEETS SHALL BE SUBMITTED TO THE ENGINEER AND OWNER FOR REVIEW AND
APPROVAL PRIOR TO PURCHASING ANY MATERIALS.
3. LABOR AND MATERIALS NECESSARY TO INSTALL A NEW IRRIGATION SYSTEM. THE IRRIGATION
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR FURNISHING AND INSTALLING THE IRRIGATION
CONTROL SYSTEM ALONG WITH ANY CONNECTIONS MADE TO THE WATER SERVICE.
4. TESTING OF THE COMPLETE IRRIGATION SYSTEM.
5. STARTUP AND ADJUSTMENT OF THE SYSTEM.
6. PROVIDE OWNER'S EMPLOYEES WITH OPERATIONAL TRAINING ONSITE AND SUBMIT OPERATION AND
MAINTENANCE MANUALS FOR ALL COMPONENTS.
7. AS-BUILT DRAWINGS SHOWING THE LOCATION AND FEATURES OF ALL IRRIGATION COMPONENTS.
1. ALL WORK AND MATERIALS TO BE IN FULL ACCORDANCE WITH LATEST RULES AND REGULATIONS OF THE
DIVISION OF INDUSTRIAL SAFETY, THE UNIFORM PLUMBING CODE, NATIONAL ELECTRIC CODE, AMERICANS
WITH DISABILITIES, AND OTHER APPLICABLE LAWS OR REGULATION.
2. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT WORK NOT
CONFORMING TO THESE CODES.
3. FURNISH, WITHOUT EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR AS REQUIRED TO COMPLY
WITH THESE RULES AND REGULATIONS, THOUGH THE WORK IS NOT MENTIONED IN THESE PARTICULAR
CONSTRUCTION DOCUMENTS.
1. BECOME ACQUAINTED WITH ALL SITE CONDITIONS. LOCATE EXISTING UTILITIES AND EQUIPMENT TO
REMAIN. SHOULD UTILITIES OR OTHER WORK NOT SHOWN ON THE DRAWINGS BE FOUND DURING
EXCAVATIONS, PROMPTLY NOTIFY ENGINEER. FAILURE TO DO SO WILL MAKE CONTRACTOR LIABLE FOR
ANY AND ALL DAMAGE ARISING FROM OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH UTILITIES NOT
SHOWN ON DRAWINGS.
2. TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE CONDITIONS. REPAIR ANY DAMAGED ITEM
TO ITS ORIGINAL CONDITION OR FURNISH AND INSTALL EQUIVALENT REPLACEMENT AT NO ADDITIONAL
COST TO OWNER.
1. THE ENTIRE INSTALLATION SHALL FULLY COMPLY WITH ALL LOCAL AND STATE LAWS AND ORDINANCES
AND WITH THE ESTABLISHED CODES ALLOCABLE THERETO.
2. THE CONTRACTOR SHALL TAKE OUT ALL REQUIRED PERMITS, ARRANGE FOR ALL NECESSARY
INSPECTION, AND PAY ANY FEES AND EXPENSES IN CONJUNCTION WITH THE SAME AS PART OF THE
WORK UNDER THIS CONTRACT.
1. SCHEDULE AND COORDINATE WORK WITH OTHER TRADES TO FACILITATE WORK AND AVOID CONFLICTS IN
CONSTRUCTION SEQUENCE AND EQUIPMENT INSTALLATION.
2. REVIEW ENTIRE PLAN SET AND COORDINATE WITH OTHER TRADES AS REQUIRED BY SEQUENCE OF
CONSTRUCTION TO ENSURE PROVISION OF MAINLINE AND ELECTRICAL CONDUIT STUB-OUTS AT ALL
REQUIRED LOCATIONS.
IRRIGATION
CODES AND INSPECTION
QUALITY ASSURANCE
PROTECTION OF EXISTING CONDITIONS
COORDINATION1. TREES AND SHRUBS SHALL BE PROVIDED IN THE QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY AS
CHOSEN BY THE OWNER/OWNER AS LISTED ON THE PLANT SCHEDULE.
2. TREES AND SHRUBS SHALL BE HEALTHY, VIGOROUS STOCK, GROWN IN RECOGNIZED NURSERY IN
ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE,
AND DEFECTS.
3. OWNER RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND
ROOT SYSTEMS, INSECTS, INJURIES, AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR
DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK.
4. NURSERY STOCK SHALL BE DELIVERED DIRECTLY FROM NURSERY. HEEL IN IMMEDIATELY UPON
DELIVERY IF NOT TO BE PLANTED WITHIN FOUR HOURS, COVERING WITH MOIST SOIL OR MULCH TO
PROTECT FROM DRYING. STORE PLANTS IN SHADE AND PROTECT FROM WEATHER.
5. PROTECTION FROM EXTREMES IN EXPOSURE AND ROUGH HANDLING SHALL BE PROVIDED FOR ALL
PLANT MATERIALS DURING TRANSPORT AND STORAGE.
6. THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS PRIOR TO PLANTING SO THAT A MUTUALLY
AGREEABLE TIME MAY BE ARRANGED FOR INSPECTION.
7. LAY OUT INDIVIDUAL TREE AND SHRUB LOCATIONS WITH STAKES CENTERED AT PROPOSED PLANTING
LOCATIONS FOR APPROVAL BY OWNER.
8. DO NOT START PLANTING WORK UNTIL LAYOUT IS APPROVED BY THE OWNER.
9. TO ENSURE PROPER INFILTRATION THE LANDSCAPE CONTRACTOR MUST PROVE THE OPEN SUB-GRADE
OF ALL PLANTING AREAS AFTER THEIR EXCAVATION IS COMPACTED LESS THAN 200 PSI. THE OWNER OR
OWNER'S REPRESENTATIVE MUST BE ONSITE DURING COMPACTION TESTING.
10. ALL GRADED AREAS OF THE SITE THAT ARE DESIGNATED FOR SHRUBS, TREES AND PERENNIALS SHALL
HAVE NO LESS THAN 12" OF SALVAGED TOPSOIL. IF ADDITIONAL TOPSOIL NEEDS TO BE IMPORTED IT
SHALL BE TOPSOIL BORROW.
7. TOPSOIL SHALL BE SALVAGED. LANDSCAPE CONTRACTOR TO COORDINATE WITH THE GENERAL
CONTRACTOR AND EARTHWORK SUB-CONTRACTOR TO VERIFY TOPSOIL CONDITION, SEE TURF
RESTORATION NOTES.
LANDSCAPE NOTES
ESTABLISHMENT (SPRING SEEDING):
1. PREPARE SITE - LATE APRIL - MAY.
2. SEED - MAY 1 - JUNE 1
MAINTENANCE:
1. MOW (TO 6-8 INCHES) - EVERY 30 DAYS AFTER PLANTING UNTIL SEPTEMBER 30.
2. WEED CONTROL - MOWING SHOULD HELP CONTROL ANNUAL WEEDS. SPOT SPRAY THISTLES ETC.
ESTABLISHMENT (FALL SEEDING):
1. PREPARE SITE - LATE AUGUST - EARLY SEPTEMBER.
2. SEED - LATE SEPTEMBER TO FREEZE-UP.
MAINTENANCE (FOLLOWING SEASON):
1. MOW (TO 6-8") - ONCE IN MAY, JUNE AND JULY.
2. WEED CONTROL - MOWING SHOULD KEEP ANNUAL WEEDS DOWN. SPOT SPRAY THISTLES ETC.
EVALUATION:
1. COVER CROP GROWING WITHIN 2 WEEKS OF PLANTING (EXCEPT DORMANT PLANTINGS).
2. SEEDLINGS SPACED 1-6 INCHES APART IN DRILL ROWS.
3. GENERAL GRASS AND FORB SEEDLINGS MAY ONLY BE 4-6 INCHES TALL.
4. IF THERE IS A FLUSH OF GROWTH FROM FOXTAIL ETC., MOW AS NECESSARY TO KEEP LIGHT TO
GROUND FOR GENERAL SEEDLINGS.
YEAR 2 - MAINTENANCE:
1. MOW (TO 6-8 INCHES) ONE TIME BETWEEN JUNE 1 - AUGUST 15 BEFORE WEEDS SET SEED.
2. WEED CONTROL - SPOT MOWING SHOULD KEEP ANNUAL WEEDS DOWN. SPOT SPRAY THISTLES ETC.
3. SOME SITES MAY NOT REQUIRE MUCH MAINTENANCE THE SECOND YEAR.
EVALUATION:
1. COVER CROP WILL BE GONE UNLESS WINTER WHEAT WAS USED IN A FALL PLANTING.
2. GRASSES FORMING CLUMPS 1-6 INCHES APART IN DRILL ROWS, BUT STILL SHORT. AT LEAST 1 SEEDED
GENERAL PLANT ESTABLISHED PER SQUARE FOOT.
3. SOME FLOWERS SHOULD BE BLOOMING (BLACK EYED SUSANS, BERGAMOT ETC.).
4. IF THERE IS A FLUSH OF GROWTH FROM FOXTAIL ETC., MOW SITE.
YEAR 3 - MAINTENANCE:
1. MOW ONLY IF NECESSARY FOR WEED CONTROL.
2. WEED CONTROL - SPOT SPRAY THISTLES, ETC.
3. SITES USUALLY DO NOT REQUIRE MUCH MAINTENANCE THE THIRD YEAR.
EVALUATION:
1. PLANTING SHOULD BEGIN LOOKING LIKE A PRAIRIE - TALL GRASSES, FLOWERS ETC.
LONG-TERM -MAINTENANCE:
1. WEED CONTROL - SPOT SPRAY THISTLES, WEED TREE SEEDLINGS, ETC.
2. DORMANT MOW (3-4 YEAR ROTATION) LATE SPRING.
SEED TYPE A & B - NATIVE SEED REQUIRED MAINTENANCE - 3 YEARS
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:
MARK FLICKER
56541
02/26/2026
PLANT SCHEDULE
* SHRUBS SHALL BE A MINIMUM OF 24" HEIGHT AT TIME OF INSTALLATION.
Page 201 of 230
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LANDSCAPE DETAILS
DWN BY:
ISSUE DATE:
PROJECT NO.:
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733 MARQUETTE AVE
SUITE 1000
MINNEAPOLIS, MN 55402
PHONE: 612-712-2000
WWW.STANTEC.COM
3
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DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:NOT
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04/03/2026
03
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PRUNE ANY DAMAGED OR BROKEN
BRANCHES. DO NOT CUT LEADER.
ROOT FLARE MUST BE ABOVE FINISHED GRADE.
DO NOT COVER ROOT FLARE WITH MULCH
DOUBLE SHRED, HARD WOOD MULCH (3") MIN.
ROUGH THE SIDES OF THE HOLE SO
THEY ARE NOT GLAZED FROM DIGGING.
LOOSEN SIDES OF ROOT BALL AND PRUNE
DAMAGED, DESICCATED, OR GIRDLING ROOTS.
SET ROOT BALL ON SOIL BACKFILL SO THAT
TOP OF ROOT BALL IS ABOVE FINISHED GRADE.
BACKFILL AROUND THE ROOT BALL WITH
LOOSE TOPSOIL. WORK SOIL TO SETTLE AND
ELIMINATE VOIDS AND AIR POCKETS. WATER
THOROUGHLY WHEN BACKFILLED 2/3 FULL AND
ALLOW TO SETTLE.
2X ROOT BALL DIA. MIN
DECIDUOUS TREE PLANTING
SPECIES AS SHOW ON PLAN
1
L-802 NOT TO SCALE
CONIFEROUS TREE PLANTING2
L-802 NOT TO SCALE
2X ROOT BALL DIA. MIN
PRUNE ANY DAMAGED OR BROKEN BRANCHES.
DO NOT CUT LEADER.
ROOT FLARE MUST BE ABOVE FINISHED GRADE.
DO NOT COVER ROOT FLARE WITH MULCH
DOUBLE SHRED, HARD WOOD MULCH (3") MIN.
ROUGH THE SIDES OF THE HOLE SO THEY ARE
NOT GLAZED FROM DIGGING.
LOOSEN SIDES OF ROOT BALL AND PRUNE DAMAGED,
DESICCATED, OR GIRDLING ROOTS.
SET ROOT BALL ON SOIL BACKFILL SO THAT
TOP OF ROOT BALL IS ABOVE FINISHED GRADE.
BACKFILL AROUND THE ROOT BALL WITH LOOSE
TOPSOIL. WORK SOIL TO SETTLE AND
ELIMINATE VOIDS AND AIR POCKETS. WATER
THOROUGHLY WHEN BACKFILLED 2/3 FULL AND
ALLOW TO SETTLE.
SPECIES AS SHOW ON PLAN
MULCH WITH EDGER3
L-802 NOT TO SCALE
MULCH, SEE
PLANTING NOTES
EDGING, SEE TURF
RESTORATION NOTES
TURF, SEE PLAN
WOVEN GEOTEXTIL
FABRIC
MULCH, SEE PLANTING NOTES
CONTAINER GROW MATERIALS SHALL HAVE ROOTS
HAND LOOSENED UPON PLANTING
EXCAVATE HOLE SO THAT ROOTS ARE
VERTICAL AND FULLY EXTENDED.
SCARIFY PIT BOTTOM (6") MIN.
BACKFILL AROUND THE ROOTS WITH LOOSE
TOPSOIL. WORK SOIL TO SETTLE AND ELIMINATE
VOIDS AND AIR POCKETS. WATER THOROUGHLY
WHEN BACKFILLED 2/3 FULL AND ALLOW TO SETTLE.
PRUNE ANY DAMAGED OR BROKEN BRANCHES.
DO NOT CUT LEADER.
ROUGH THE SIDES OF THE HOLE SO THEY ARE NOT
GLAZED FROM DIGGING.
PRUNE DAMAGED OR DESICCATED ROOTS.
ROOT FLARE MUST BE ABOVE FINISHED GRADE.
2X ROOT DIA. MIN
SHRUB PLANTING4
L-802 NOT TO SCALE
COMMERCIAL METAL EDGING,
EDGING INSTALLED AT ALL LOCATIONS TO
SEPARATE MULCH & TURF AREAS
3"
ROCK MULCH, SEE PLANTING NOTES
COMPACTED SUBGRADEBASE
ADJACENT LANDSCAPE ORTURF. SEE LANDSCAPEPLANS
3"
SUBGRADE
PROPOSED FENCING;SEE LAYOUT PLANS
LANDSCAPE EDGING, SEE TURFRESTORATION NOTES
WOVEN GEOTEXTILE FABRIC
12" O.C.
FENCE POST FOOTING PERFENCE DETAILS
STAKE
12" O.C.
AGGREGATE MAINTENANCE STRIP AT FENCELINE5
L-802 NOT TO SCALE
DATE:
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A
DULY LICENSED LANDSCAPE
ARCHITECT UNDER THE LAWS OF THE
STATE OF MINNESOTA.
LICENSE NO.:
MARK FLICKER
56541
02/26/2026
LANDSCAPE PLAN ENLARGEMENT6
L-802 1"=10'
Page 202 of 230
ELEVATION GENERAL NOTES
1. HEIGHT OF ALL WALLS, ROOFS, AND PARAPETS SHOWN ON ELEVATIONS ARE TAKEN FROM THE BUILDING
FINISH FLOOR (ELEVATION 100'-0").
2. ALL ELEVATION HEIGHTS ARE SHOWN TO TOP OF CONCRETE PANEL / BOTTOM OF WOOD BLOCKING.
3. VERIFY GRADES AND BUILDING LINE WITH CIVIL DRAWINGS.
4. PAINT ALL EXTERIOR ELECTRICAL EQUIPMENT, BOXES, AND CONDUIT TO MATCH ADJACENT WALL SURFACE.
5. PAINT ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES TO MATCH ADJACENT WALL SURFACE.
6. DO NOT PAINT ANY EXTERIOR PREFINISHED MATERIAL.
7. GENERAL CONTRACTOR TO VERIFY AND COORDINATE ALL DOCK EQUIPMENT AND SIGNAGE WITH OWNER.
FIRST FLOOR
100'-0"
11023568974
T/PANEL ELEV. 44'-0"
T/PANEL ELEV. 42'-4"
T/PANEL ELEV. 44'-0"
T/PANEL ELEV. 43'-0"
13
'
-
1
0
"
E10
E14E2E9
E1 E7E6E8
10
'
-
0
"
3
A6.1.1
___________________4
A6.1.1
___________________1
A6.1.2
___________________2
A6.1.2
___________________
T/ I.M.P.
120'-4"
FIRST FLOOR
100'-0"
1 1023568974
DOCK
96'-0"
13
'
-
0
"
E11
E1
E5
E7 E6
E2
E8
1
A6.1.3
___________________4
A6.1.2
___________________2
A6.1.3
___________________3
A6.1.3
___________________
T/ I.M.P.
120'-4"
FIRST FLOOR
100'-0"
B AFCDE
T/PANEL ELEV. 43'-0"
E1 E7 E6
E2 E12E2E12
3
A6.1.2
___________________
T/ I.M.P.
120'-4"
FIRST FLOOR
100'-0"
BA FCDE
1
A6.1.1
___________________
T/PANEL ELEV. 43'-0"T/PANEL ELEV. 44'-0"
13
'
-
1
0
"
E2
E1E7 E6
E13
E10 E11
T/PANEL ELEV. 42'-4"
E14
2
A6.1.1
___________________
ELEVATION COLOR LEGEND
EPT-1
ALL MANUFACTURERS LISTED BELOW ARE A BASIS OF DESIGN. ALTERNATE MANUFACTURER AND COLORS WILL
BE ACCEPTED IF APPROVED BY OWNER AND ARCHITECT.
PAINTED CONCRETE WALL PANEL
MEDIUM TEXTURED
SHERWIN WILLIAMS - SW9143 - CADET
EPT-2
EPT-3
PAINTED CONCRETE WALL PANEL
MEDIUM TEXTURED
SHERWIN WILLIAMS - SW7075 - WEB GRAY
PAINTED CONCRETE WALL PANEL
MEDIUM TEXTURED
SHERWIN WILLIAMS - SW7076 - CYBERSPACE
1" INSULATED TINTED, VISION GLASS
1" INSULATED, SPANDREL GLASS
EPT-4
PAINTED CONCRETE WALL PANEL
MEDIUM TEXTURED
BLUE ACCENT (RGB: 0,100,145)
EXACT COLOR TO BE PROVIDED BY OWNER
SHEET NUMBER
GMA JOB NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA
ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED
WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC.
PR
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.NOT FOR CONSTRUCTIONCIVIL
Stantec Consulting Services
733 Marquette Ave, Suite 1000
Minneapolis, MN 55402
ARCO JOB NO:
STRUCTURAL
Richard Adams Engineers
7930 Clayton Road, Suite 300
Richmond, Heights, MO 63117
A5.1.1
GA1972
AB
OVERALL EXTERIOR ELEVATIONS
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7930 CLAYTON ROAD, SUITE 300
RICHMOND HEIGHTS, MO 63117
P: (314) 822-5191
WWW.GMA-ARCHITECTS.COM
1/16" = 1'-0"A5.1.1
1 WEST ELEVATION
1/16" = 1'-0"A5.1.1
2 EAST ELEVATION
1/16" = 1'-0"A5.1.1
3 NORTH ELEVATION
1/16" = 1'-0"A5.1.1
4 SOUTH ELEVATION
7930 CLAYTON RD
SUITE 300
ST. LOUIS, MO 63117
P: (314) 963-0715
WWW.ARCONATIONAL.COM
KEYNOTE LEGEND
E1 INSULATED PRECAST CONCRETE PANELS WITH REVEALS (PAINTED)
E2 PERSONNEL DOOR AND FRAME
E5 DOCK STAIR WITH HANDRAILS AND GUARDRAILS, ALL EXPOSED STEEL TO BE GALVANIZED
E6 DASHED LINE REPRESENTS ROOF BEYOND - SHOWN FOR REFERENCE ONLY
E7 PREFINISHED METAL COPING CAP - COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD COLOR
OPTIONS
E8 PREFINISHED, GALVANIZED, METAL OVERFLOW SCUPPER
E9 PREMANUFACTURED METAL CANOPY
E10 ENTRANCE CANOPY - ALUMINUM COMPOSITE ACCENT PANEL "ALUCOBOND - DUSTY CHARCOAL II" AS BASIS OF
DESIGN
E11 PREMANUFACTURED DOCK CANOPY (DEPTH NOT TO EXCEED 3'-11")
E12 KNOCKOUT PANEL FOR FUTURE OPENING
E13 PREFINISHED METAL LOUVER, ROUGH OPENING TO BE 1" LARGER THAN OVERALL DIMENSION OF LOUVER
(TYP.)
E14 GLAZING IN PREFINISHED, THERMALLY-BROKEN STOREFRONT SYSTEM
# DESCRIPTION DATE
EXHIBIT J
Page 203 of 230
4.04
9.05
7.01
+1.550
+1.100
+700
10.02
10.03
9.10
1.01
1.02
1.03
9.02
1.05
1.06
1.07
1.04
2.01
2.02
2.03
2.04
9.04
9.03
3.02
3.03
3.04
3.05
4.01
4.02 4.03
9.06
3.01
10.01
9.01
+1.100
+1
.
1
8
0
+9
5
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FR-L4U1
FR-L4U1FL-L4U2
FL-L4U2
FR-L4U1
FR-L4U1FL-L4U2
FL-L4U2
FR-L4U1G ROTRA1...
FR-L4U1 GROTRA1...FL-L4U2 GROTRA1...
FL-L4U2G ROTRA1...
FR-L4U1G ROTRA1...
FR-L4U1 GROTRA1...FL-L4U2 GROTRA1...
FL-L4U2G ROTRA1...
TH
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60/42 UP60/42
60/42 UP60/42
C
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D
AF
C
C
D
C
C
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AF
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PK/60 MPIPK/60
PK/60 MPIPK/60
+500
+400+400
+700
+700
+700
000
+700+400
+400
+0
AW
A
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PM
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6
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24 13
134221
21
MOBILE CREDENZA
MOBILE CREDENZAMOBILE CREDENZA
MOBILE CREDENZA
A1 E1
E2E3
4
E4
A/
C
A-
F
+0
+400
+7
0
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+700
CONTROL PANEL
NUMAFA HMI
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24 13
134221
21
MOBILE CREDENZA
MOBILE CREDENZAMOBILE CREDENZA
MOBILE CREDENZA
FLOOR PLAN GENERAL NOTES:
1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE
AND NOTIFY ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS BEFORE PROCEEDING
WITH THE WORK.
2. ALL PLAN BACKGROUND FEATURES SUCH AS RACKING, EQUIPMENT, FURNITURE, ETC. ARE LIGHTENED ON
THE FLOOR PLANS AND ARE SHOWN FOR COORDINATION PURPOSES ONLY. THEY ARE NOT TO BE
CONSIDERED A PART OF THIS PERMIT NOR SHALL THEY BE USED FOR FIELD DIMENSIONING (SCALING).
3. NEW CONCRETE FLOORS SHALL BE CURED WITH (1) COAT OF A LIQUID MEMBRANE COMPOUND AND A
DENSIFIER.
4. CLEAN AND RECAULK ALL EXPOSED CONCRETE FLOOR JOINTS (NEW AND EXISTING) WITH TWO-COMPONENT,
SELF-LEVELING, POLYURETHANE ELASTOMERIC SEALANT, EQUAL TO SIKA 51, CHEMTRON 2010, OR MM-80.
FLOOR JOINTS LOCATED IN OFFICE AREAS WITH FLOOR COVERINGS SHALL NOT BE CAULKED.
5. GENERAL CONTRACTOR TO VERIFY WITH OWNER THE TYPE OF BATTERY IN MATERIAL HANDLING EQUIPMENT.
IF LEAD ACID, PROVIDE EPOXY RESINOUS FLOOR COATING, EYE WASH STATION, NEUTRALIZATION BASIN,
AND EXHAUST LOUVER.
6. SEE STRUCTURAL DRAWINGS FOR ALL CONTROL JOINT AND CONSTRUCTION JOINT LOCATIONS AND
ASSOCIATED DETAILS IN MASONRY WALLS, CONCRETE WALLS, AND FLOOR SLABS.
7. GENERAL CONTRACTOR TO COORDINATE FLOOR SLAB CONTROL JOINT AND CONSTRUCTION JOINT
LOCATIONS WITH FINAL RACKING LAYOUT.
8. ALL EXTERIOR AND EXPOSED INTERIOR CONCRETE AND MASONRY WALL JOINTS SHALL INCLUDE BACKER
ROD AND BE CAULKED USING A TWO-COMPONENT, NON-SAG, POLYURETHANE ELASTOMERIC SEALANT OR
EQUAL.
9. ALL CONCRETE WALL PANEL JOINT DIMENSIONS ARE TAKEN TO CENTERLINE OF PANEL JOINT UNLESS NOTED
OTHERWISE.
10. EXTERIOR PAINT SYSTEM FOR THE CONCRETE WALL PANELS SHALL CONSIST OF (1) COAT OF RESISTANT
PRIMER AND (1) COAT OF A MEDIUM TEXTURE PAINT.
11. ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED.
12. ALL BOLLARDS / GOAL POSTS, DOCK PIT CHANNEL / ANGLE, FIRE RISERS, CURB ANGLE, AND ROOF LADDERS
SHALL BE PAINTED.
13. ALL EXPOSED WAREHOUSE COLUMNS SHALL BE PAINTED (SEE FLOOR PLAN KEYNOTES FOR MORE
INFORMATION). PAINT 4'-0" HEIGHT RED BAND IMMEDIATELY BELOW BOTTOM CHORD OF BAR JOIST OF
INTERIOR COLUMNS EQUIPPED WITH FIRE EXTINGUISHERS.
14. ALL INTERIOR STEEL AND BRACING SHALL BE FACTORY PRIMED.
15. ALL INTERIOR STEEL HANDRAILS AND GUARDRAILS SHALL BE PAINTED WITH (2) COATS OF SAFETY YELLOW.
16. GLAZING AND FRAME SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
17. DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 2" FROM WALL TO OUTER FACE OF DOOR FRAME
UNLESS NOTED OTHERWISE.
18. ALL DIMENSIONS TO STUD FRAMED PARTITIONS ARE TO OUTSIDE FACE OF GYPSUM BOARD.
19. BLOCKING SHALL BE PROVIDED IN ALL WALLS AS REQUIRED / RECOMMENDED FOR THE SUPPORT OF
MILLWORK, HANDRAILS, TOILET PARTITIONS AND ACCESSORIES, ETC. COMBUSTIBLE MATERIALS IN TYPES I
AND II CONSTRUCTION SHALL COMPLY WITH IBC 2018, SECTION 603.1.
20. PROVIDE MOISTURE RESISTANT GYPSUM BOARD OR CEMENT BOARD AT ALL WET WALLS.
21. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AROUND EXTERIOR OPENINGS, IN ALL DIRECTIONS, FOR 2'-0"
INTO THE BUILDING.
22. PROVIDE FLOOR MATERIAL TRANSITIONAL STRIPS WHERE REQUIRED BY CHANGE IN MATERIAL.
23. PROVIDE ACCESS PANELS AS REQUIRED, COORDINATE WITH M.E.P. & F.P.
24. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE,
PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS TO REDUCE THE AMOUNT OR DUST, WATER AND
DEBRIS WHICH MAY COLLECT IN THE SYSTEM AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE
ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING
EQUIPMENT.
25. CONTROL JOINTS IN GYPSUM BOARD WALL ASSEMBLIES SHALL BE INSTALLED WHERE INDICATED ON THE
PLANS AND WHERE THE FOLLOWING CONDITIONS EXIST:
25.1. A CONTROL JOINT SHALL BE INSTALLED WHERE A PARTITION, WALL, OR CEILING TRAVERSES A
CONSTRUCTION JOINT (EXPANSION, SEISMIC OR BUILDING CONTROL ELEMENT) IN THE BASE
BUILDING STRUCTURE.
25.2. CONTROL JOINTS SHALL BE INSTALLED WHERE A WALL OR PARTITION RUNS IN AN UNINTERRUPTED
STRAIGHT PLANE EXCEEDING 25'-0".
25.3. WHERE A CONTROL JOINT OCCURS IN AN ACOUSTICAL OR FIRE RATED SYSTEM, BLOCKING SHALL BE
PROVIDED BEHIND THE CONTROL JOINT BY USING A BACKING MATERIAL SUCH AS 5/8" TYPE X
GYPSUM BOARD, MINERAL FIBER, OR OTHER TESTED EQUIVALENT. SEE DETAIL X/AX.X.X.
26. WHERE CONTROL JOINTS ARE INSTALLED IN NON-RATED ASSEMBLIES AND ARE PARALLEL TO THE FRAMING
MEMBERS, A FRAMING MEMBER IS REQUIRED ON EACH SIDE OF THE OPENING - SEE DETAIL X/AX.X.X.
EXISTING PARTITION TO REMAIN
FLOOR PLAN LEGEND
NEW PARTITION
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102 OFFICE
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OFFICE
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OFFICE
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CORRIDOR
116
D&S OFFICE
111
LARGE
CONFERENCE
113
OFFICE
114
ELEC. RM
140
SANITATION
127
TRAY
DRYING
139
PRODUCTION
OFFICE
126
INGREDIENTS
130
MAINTENANCE
133
BLOWER
131
DRY
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150
-10°
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136
35° COOLER
137
35° CROSS
STACK
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138
35° COLD
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144
DOUGH
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142
CLEAN
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128
WORK AREA
146
12
12
13
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149
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10
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141
PRINTER
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101
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109
PHONE
107
STOR.
108
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112
DRIVER'S
RM
111
VEST.
115
VEST.
119
TRAIN.
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120
PHONE
121
WELLNESS
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UNISEX
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JAN.
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STOR.
125
BREAK
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126
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129
EQUPMENT
134
SANITATION
143
WOMEN
118
MEN
117
HANDHELD/
WORK AREA
145
UNISEX
147
DRIVER
WAITING
148
JAN.
132
SHEET NUMBER
GMA JOB NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA
ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED
WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC.
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Stantec Consulting Services
733 Marquette Ave, Suite 1000
Minneapolis, MN 55402
ARCO JOB NO:
STRUCTURAL
Richard Adams Engineers
7930 Clayton Road, Suite 300
Richmond, Heights, MO 63117
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KEYNOTE LEGEND
7930 CLAYTON ROAD, SUITE 300
RICHMOND HEIGHTS, MO 63117
P: (314) 822-5191
WWW.GMA-ARCHITECTS.COM
7930 CLAYTON RD
SUITE 300
ST. LOUIS, MO 63117
P: (314) 963-0715
WWW.ARCONATIONAL.COM
1/16" = 1'-0"A2.1.1
1 OVERALL FLOOR PLAN
# DESCRIPTION DATE
Page 204 of 230
Memo
To: Kris Jenson
20195 Holyoke Avenue, Lakeville, MN,
55044
From: Patrick Sveum
Minneapolis
Project/File: 190300673 Date: April 3, 2026
Reference: Project Blackbear City Submittal Package Application (REV-1)
The proposed development supports a 24-hour operational facility with multiple overlapping shifts,
centralized Team Member parking, internal training functions, and high-volume logistics activity. Parking
demand is driven by peak shift overlap, daytime leadership presence, periodic training events, and future
staffing growth associated with planned building expansion, rather than a single-shift or traditional office
use. The following narrative and tables quantify and justify the required auto and trailer parking supply.
Operational Staffing and Peak Auto Parking Demand
The facility operates continuously with three primary work shifts and rotating site leadership. While total
staffing is distributed across the day, overlap between shifts results in peak parking demand during daytime
hours. In addition to shift-based staff, approximately 10 site leaders rotate among shifts but are
predominantly onsite during the 8:00 AM daytime window.
Shift Start Time Shift Duration Team Members per Shift
12:00 AM-10:00 AM 10 hours 20
8:00 AM-6:00 PM 8–10 hours 30
3:00 PM-1:00 AM 8–10 hours 18
Subtotal — 68
Peak Shift Overlap and Auto Parking Demand (No Training Event)
The highest parking demand occurs during daytime overlap periods, when incoming, outgoing, and
leadership staff are present concurrently. This condition represents a realistic worst-case daily scenario for
auto parking and is used as the baseline for determining required stall counts.
Category Estimated Vehicles
8:00 AM-6:00 PM Shift Staff 30
Site Leadership 10
Partial Overlap – Overnight Shift 5
Partial Overlap – Afternoon Shift 5
Estimated Peak Demand 50 vehicles
EXHIBIT K
Page 205 of 230
4/3/2026
Kris Jenson
Page 2 of 4
Reference: Project Blackbear City Submittal Package Application
Internal Training Events and Temporary Parking Surge
The site hosts quarterly internal training sessions that temporarily increase parking demand. These training
courses are operationally necessary and occur onsite for efficiency. They include up to 25 team members
for a duration of 1-5 business days and primarily occur during daytime operations. Although training-related
demand is temporary, parking must be available onsite to prevent overflow into truck circulation areas or
off-site locations.
Category Estimated Vehicles
Baseline Peak Demand 50
Training Participants 25
Total Peak Demand During Training 75 vehicles
Future Building Expansion and Long-Term Parking Needs
A future 25,000-square-foot building expansion is planned and is anticipated to consist of additional
warehousing space. This expansion will result in incremental hiring of Team Members, and therefor
increased parking demand beyond initial the needs. Providing these stalls now ensures long-term site
functionality and avoids future operational impacts. Although all the parking for the future expansion is not
required on Day 1, it is preferred to be constructed as part of the initial development due to:
• Centralized parking requirements for safety and security
• Avoidance of phased construction in active operational areas
• Minimizing disruption to Team Members and site circulation
Item Assumption
Expansion Area 25,000 SF
Use Type Warehouse / Operations
Estimated Additional Staff 15–25 Team Members
Additional Auto Parking Demand 15–25 stalls
Total Peak Demand During Training 100 vehicles
Trailer Parking Supply and Daily Utilization
Trailer parking is an essential component of daily operations and must be fully accommodated onsite to
maintain safe circulation and efficient loading activities. Dedicated trailer stalls prevent encroachment into
drive aisles and employee parking areas and are necessary to support ongoing logistics operations.
Industry-standard design practices include offsetting perimeter fencing from the back of curb to allow for
Page 206 of 230
4/3/2026
Kris Jenson
Page 3 of 4
Reference: Project Blackbear City Submittal Package Application
trailer overhang when drivers back wheels to the curb, avoiding fence conflicts. Given the industrial setting
and the long-term storage of trailers, a gravel surface is more appropriate and maintainable than turf. The
area behind the back of curb will not be used by vehicles or pedestrians and is not intended for storage.
As demonstrated above, the proposed number of auto and trailer parking is based on operational demand,
including:
• Peak shift overlap conditions
• Leadership staffing patterns
• Periodic internal training events
• Centralized parking for safety
• High-volume trailer activity
• Anticipated future staffing from planned expansion
The requested number of auto and trailer parking stalls is necessary and appropriate for the proposed use
and represents a proactive approach to operational safety, efficiency, and long-term site functionality.
Constructing the full parking buildout as part of the initial development minimizes future disruption and
ensures the site operates as intended from both a short-term and long-term perspective.
Trailer Type Quantity Rotation Frequency
Cart Trailers (Permanent) 8 Remain onsite
Pallet Trailers 2 Rotate ~2x/week
Box Trailers 2 Daily rotation
Domino’s Trailers 24 Daily rotation
Vendor Inbound Trailers 7–10 Daily rotation
Total Trailers Onsite (Typical Day) 43–46 —
Future growth/demand 14-17
Total Proposed 60
Page 207 of 230
4/3/2026
Kris Jenson
Page 4 of 4
Reference: Project Blackbear City Submittal Package Application
Parking Requirements based on building use
BUILDING USE
TOTAL BLDG
AREA (SF)
90% BLDG
AREA (SF) CODE REQ.
# OF PARKING
STALLS
OFFICE 7,533.00 6,779.70 4 SPACES/1,000 SF 27.12
MANUFACTURING 13,225.00 11,902.50 1 SPACE/600 SF 19.84
WAREHOUSE 53,673.00 48,305.70 1 SPACE/2,000 SF 24.15
FUTURE WAREHOUSE 24,726.00 22,253.40 1 SPACE/2,000 SF 11.13
TOTAL 99,157.00 89,241.30 - 82.24
The project design is proposing a total of 142 employee parking spaces, which consists of 137 standard
spaces and 5 ADA accessible spaces. This results in a 171.1% of the calculated code minimum
requirement and 39 parking spaces over the 125% code maximum which is triggering the CUP application.
PROPOSED CUP APPLICATION
DESIGN
PARKING CALCULATIONS REQUIRED SPACES PROPOSED PERCENT
STANDARD SPACES 79 137 -
ADA SPACES 4 5 -
TOTAL SPACES 83 142 171.1%
CODE MAX WITHOUT CUP (125%) 83 103 124.1%
DELTA OF SPACES OVER 125% - 39 47.0%
Best regards,
Stantec Consulting Services Inc.
Patrick Sveum P.E. (MN)
Senior Associate, Civil Engineer
Phone: 952-334-3933
patrick.sveum@stantec.com
stantec.com
Page 208 of 230
Dakota County Surveyor’s Office
Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124
952.891-7087 Fax 952.891-7127 www.co.dakota.mn.us
April 9, 2026
City of Lakeville
20195 Holyoke Ave.
Lakeville, MN 55044
Re: INTERSTATE SOUTH LOGISTICS PARK FOURTH ADDITION
The Dakota County Plat Commission met on April 8, 2026, to consider the preliminary plat of the above
referenced plat. The plat is adjacent to CSAH 70 (215th St.) and is therefore subject to the Dakota County
Contiguous Plat Ordinance.
The proposed plat is a replat for two lots and one outlot. The eastern lot is an industrial building, and
the western lot along Jacquard Avenue is planned for a Kwik Trip site. The right-of-way needs are 75 feet
of half right of way along CSAH 70 for a 4-lane divided roadway, which have been met. Access spacing
along CSAH 70 for a future principal arterial roadway are ½ mile full access and ¼-mile access for
restricted access locations. Access to site will be from Jacquard Avenue and 217th Street West.
Restricted access should be shown along all of Lots 1 and 2 along CSAH 70. A quit claim deed to Dakota
County for restricted access is required with the recording of the plat mylars. As noted, a city sidewalk is
recommended along Jacquard to the CSAH 70 intersection for the Kwik Trip site. As discussed, the
County Transportation/Traffic Department will evaluate and determine if a traffic study is necessary.
The Plat Commission has approved the preliminary plat provided that the described conditions are met.
The Ordinance requires submittal of a final plat for review by the Plat Commission before a
recommendation is made to the County Board of Commissioners.
Traffic volumes on CSAH 70 are 9,700 ADT and are anticipated to be 18,000 ADT by the year 2040.
No work shall commence in the County right of way until a permit is obtained from the County
Transportation Department and no permit will be issued until the plat has been filed with the County
Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of
proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to
restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat
Commission highly recommends early contact with the Transportation Department to discuss the
permitting process which reviews the design and may require construction of highway improvements,
including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths,
medians, etc. Please contact TJ Bentley regarding permitting questions at (952) 891-7115 or Todd
Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070.
Sincerely,
Todd B. Tollefson
Secretary, Plat Commission
c: Jake Kurth, Scannell EXHIBIT L
Page 209 of 230
City of Lakeville
Public Works – Engineering Division
Memorandum
To: Kris Jenson, Planning Manager
From: Chloe Anderson, Civil Engineer
McKenzie L. Cafferty, Environmental Resources Manager
Joe Masiarchin, Parks and Recreation Director
Zach Jorgensen, City Forester
Copy: Zach Johnson, City Engineer
Jon Nelson, Assistant City Engineer
Julie Stahl, Finance Director
Dave Mathews, Building Official
Date: April 30, 2026
Subject: Interstate South Logistics Park Fourth Addition
• Preliminary Plat Review
• Preliminary Erosion and Sediment Control Plan Review
• Preliminary Grading and Drainage Plan
• Preliminary Utility Plan Review
• Preliminary Tree Preservation Plan Review
BBAACCKKGGRROOUUNNDD
Scannell Properties #496, LLC has submitted a preliminary plat named ‘Interstate South
Logistics Park Fourth Addition’, also known as ‘Project Black Bear’, and plans to construct a
cold storage facility with loading docks and a parking lot. The proposed subdivision is located
south of 215th Street (CSAH 70) and east of Jacquard Avenue. The parent parcels consist of
Outlot A & B, Interstate South Logistics Park and Outlot A, Interstate South Logistics Park Third
Addition, zoned I-1, Light Industrial.
The preliminary plat consists of two (2) lots within one (1) blocks and one (1) outlot on 37.90
acres.
The outlot created with the preliminary plat shall have the following use:
Page 210 of 230
IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 3300,, 22002266
PPAAGGEE 22 OOFF 55
Outlot A (20.90 acres): Future development; to be retained by the Developer
The proposed development will be completed by:
Developer: Scannell Properties, Inc.
Engineer/Surveyor: Stantec Consulting Services, Inc.
SSIITTEE CCOONNDDIITTIIOONNSS
The Interstate South Logistics Park Fourth Addition site is undeveloped. A majority of the
property was mass graded with the development of Interstate South Logistics Park Third
Addition. Two wetlands were identified within the parent parcels and have been previously
delineated and mitigated. The land generally slopes from the west to the east.
The site is bounded by 215th Street (CSAH 70) to the north, Jacquard Avenue to the east, and
217th Street to the south. Existing public infrastructure is available adjacent to the site,
including watermain, sanitary sewer, and storm sewer facilities.
EEAASSEEMMEENNTTSS
Several easements for communication, gas pipeline, transmission line, highway, and utility
purposes exist across the parent parcels and will remain with the development
improvements.
The existing drainage and utility easement, recorded as Document No. 3419355, shall be
vacated with the preliminary plat and reestablished with the final plat. Perimeter drainage
and utility easements shall be provided with the preliminary and final plat in accordance with
City Ordinance requirements.
SSPPEECCIIAALL AA SSSSEE SSSSMMEENNTTSS
No special assessments have been identified related to the subject preliminary plat boundary.
SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT
215th Street (CSAH 70)
Interstate South Logistics Park Fourth Addition is located south of and adjacent to 215th
Street, a Principal Arterial roadway as identified in the City’s Comprehensive Transportation
Plan. 215th Street adjacent to the site is a four-lane divided rural roadway. The current Dakota
County Plat Review Needs Map indicates a half right-of-way requirement of 75-feet adjacent
to the plat. The preliminary plat was reviewed by the Dakota County Plat Commission at its
April 8, 2026 meeting.
Jacquard Avenue
Interstate South Logistics Park Fourth Addition is located east of and adjacent to Jacquard
Avenue, a major collector as identified in the City’s Comprehensive Transportation Plan.
Page 211 of 230
IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 3300,, 22002266
PPAAGGEE 33 OOFF 55
Jacquard Avenue is constructed adjacent to the plat as a 40-ft wide rural roadway with paved
shoulders within a 100-foot right-of-way. Jacquard Avenue provides a signalized access
intersection to 215th Street for the industrial development area.
217th Street
Interstate South Logistics Park Fourth Addition is located north of and adjacent to 217th Street
a minor collector roadway as identified in the City’s Transportation Plan. 217th Street has been
constructed as 40-ft wide rural section roadway to promote infiltration and stormwater
treatment within 80-ft of right-of-way. Two driveway access points are proposed from 217th
Street.
CCOONNSSTTRRUUCCTTIIOONN AACC CCEESSSS
Construction traffic access and egress for grading, utility and street construction shall be
determined with the final construction plans.
PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS
Development includes the grading and restoration of public trails. Bituminous trails will be
constructed along the south side of 215th Street (CSAH 70) (10-feet wide) with a future City
and County Capital Improvement project. The Developer will be responsible for 100% of the
grading and restoration for the trail segment along the plat’s frontage.
The park dedication requirement for the parent parcels has not been collected and shall be
satisfied through a cash contribution that shall be paid with the final plat.
UUTTIILLIITTIIEESS
SSAANNIITTAARRYY SSEEWWEERR
Interstate South Logistics Park Fourth Addition is located within sub-district SC-10180 and SC-
10410 of the South Creek sanitary sewer district as identified in the City’s Comprehensive
Sewer Plan. The wastewater from the proposed site will be conveyed by City-owned sanitary
sewer facilities to the Elko/New Market interceptor and then to the Empire Wastewater
Treatment Plant. The existing City-owned downstream facilities are adequate to convey the
wastewater generated by the proposed development.
A private sanitary sewer service will be extended from the sanitary sewer within 217th Street
for development within Lot 1, Block 1, Interstate South Logistics Park Fourth Addition.
The Sanitary Sewer Availability Charge has not been collected on the parent parcels and must
be paid with the final plat.
Final locations and sizes of all sanitary sewer facilities will be reviewed by City staff with the
final plat, building permit application and final construction plans.
Page 212 of 230
IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 3300,, 22002266
PPAAGGEE 44 OOFF 55
WWAATTEERRMMAAIINN
Development of Interstate South Logistics Park Fourth Addition includes the extension of
private watermain from an existing stub along 217th Street to provide domestic and fire
suppression service for the development. The Lateral Watermain Charge must be paid for the
12-inch watermain installed with City Project 20-05 with the final plat.
Final locations and sizes of all watermain facilities will be reviewed by City staff with the final
plat, building permit application and final construction plans.
OOVVEERRHHEEAADD LLIINNEESS
Great River Energy (GRE) has an existing electric transmission line along 215th Street. This
transmission line is not required to be buried as it has been identified as a high voltage line.
DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG
Interstate South Logistics Park Fourth Addition is located within subdistrict SC-199 of the
South Creek District of the City’s Comprehensive Water and Natural Resources Management
Plan.
Development includes the construction of one (1) dry detention basin and two (2) wet
detention basins. The private basins will be located on Lot 1, Block 1 and will treat runoff
generated from the proposed subdivision. A stormwater maintenance agreement (SMA) will
be required with the final plat.
The final grading plan shall identify all fill lots in which the building footings will be placed on
fill material. The grading specifications shall also indicate that all embankments meet
FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings
placed on fill material are appropriately constructed. Building permits will not be issued until
a soils report and an as-built certified grading plan have been submitted and approved by
City staff.
Interstate South Logistics Park Fourth Addition contains more than one acre of site
disturbance. A National Pollution Discharge Elimination System General Stormwater Permit
for construction activity is required by the Minnesota Pollution Control Agency for areas
exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit
Coverage must be submitted to the City upon receipt from the MPCA.
SSTTOORRMM SSEEWWEERR
Development of Interstate South Logistics Park Fourth Addition includes the construction of
private storm sewer systems. The privately-owned and maintained storm sewer will be
located within Lot 1, Block 1, Interstate South Logistics Park Fourth Addition and will collect
and convey stormwater runoff generated from within the development to the stormwater
management basin.
Page 213 of 230
IINNTTEERRSSTTAATTEE SSOOUUTTHH LLOOGGIISSTTIICCSS PPAARRKK FFOOUURRTTHH AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY PPLLAATT
AAPPRRIILL 3300,, 22002266
PPAAGGEE 55 OOFF 55
Drain tile construction is required in areas of non-granular soils within the development for
the street sub-cuts and lots. Any additional drain tile construction, including perimeter drain
tile required for building footings, which is deemed necessary during construction shall be
the Developer’s responsibility to install and finance.
The Storm Sewer Charge has not been collected on the parent parcel and must be paid with
the final plat.
Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the
building permit application and final construction plans.
FEMA FLOODPLAIN ANALYSIS
The development is shown on the Flood Insurance Rate Map (FIRM #27037C0194E effective
12/2/2011) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this
designation, there are no areas in the plat located within a Special Flood Hazard Area (SFHA),
as determined by FEMA.
WWEETTLLAANNDDSS
There are no wetlands within the project area. There were two farmed wetland areas to the
west of the site that were previously delineated and mitigated.
TTRREEEE PPRREESSEERRVVAATT II OONN
All trees identified for preservation shall be protected with appropriate tree protection
fencing and measures installed prior to, and maintained throughout, construction. Any trees
to be preserved that are damaged or removed during construction will require replacement
in accordance with the Tree Preservation Ordinance.
EERROOSSIIOONN CCOONNTTRROOLL
The Developer is responsible for obtaining an MPCA Construction Permit for the site prior to
construction. The SWPPP has been reviewed by the city and revisions are needed prior to any
grading on the site. The SWPPP will need to be submitted and approved by City staff prior to
start of any activity on the site. Changes made throughout construction should be
documented in the SWPPP.
Additional erosion control measures may be required during construction as deemed
necessary by City staff. Any additional measures require shall be installed and maintained by
the Developer.
RREECCOOMMMMEENNDDAATTIIOO NN
Engineering recommends approval of the Interstate South Logistics Park Fourth Addition
preliminary plat, grading and erosion control plan, utility plan and tree preservation plan,
subject to the requirements and stipulations within this report.
Page 214 of 230
Date: 5/18/2026
Review Q1 2026 Financial Reports
Proposed Action
No formal action required. For discussion only.
Overview
The attached financial report analysis offers readers a narrative overview of the financial
activities for the City's General, Communications, Debt Service (for FiRST Center), and
Enterprise Funds for the first quarter ending March 31, 2026. These are unaudited numbers, but
are a fair representation of the 2026 activity.
Supporting Information
1. 2026 1st Qtr Financial Report
Financial Impact: $ Budgeted: Yes Source: Taxes, Intergovernmental Revenues,
Charges for Services, Franchise Fees
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Julie Stahl, Finance Director
Page 215 of 230
i
FINANCIAL HIGHLIGHTS:
The following financial report and analysis offers readers a narrative overview of the financial activities
of the City for the three-month period ended March 31, 2026. This report covers the General Fund,
Communications Fund, Liquor Fund and Utility Operating Funds. The readers are encouraged to
consider the information presented here in conjunction with the unaudited financial statements attached
to this report, the adopted budget, and the five-year Capital Improvement Plan.
General Fund - Revenues
Property tax revenues.
• Tax payments from Dakota County are received in two installments in June and December.
The General Fund property tax revenues are anticipated to be $34.5 million for 2026.
Licenses and Permits.
• Licenses and permits were lower than the first quarter budget by $28,000. Overall permit
revenue increased $277,000 over the prior year. The following chart illustrates the 2026
actual number of building permits as well as a comparison to prior year actuals.
• Year-to-date permits issued through May 13, 2026 are as follows:
• Single Family – 83
• Townhome – 124
• Apartments – 4 (51 units)
• Commercial - 8
YTD 1st 2026 YTD 1st
Quarter Adopted Quarter
Permit Type 2025 Budget 2026
Single Family 58 250 63
Townhome 59 200 97
Apartments (Units)- 10 (127 units) 4 (51 units)
Commercial -3 3
Industrial -3 -
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ii
Historical Building Permits
• As shown in the chart below, building permits for single-family experienced record-breaking
activity in 2019, 2020 and 2021. Permit activity has since stabilized, reflecting steady
growth similar to pre-pandemic trends. The composition of permits continues to evolve, with
an increasing share of townhome and apartment complex developments.
Intergovernmental.
• Police and fire aid and grant revenues are typically received in the third and fourth quarters.
Grant revenues exceeded the prior year same-period amount by $400,000, primarily due to
the Fire Department's SAFER grant, a monthly reimbursement that funded the hiring of 15
full-time firefighters near the end of first quarter 2025 through 2028.
Charges for Services
• Charges for services are within budget and exceeded prior year same-period levels by
$158,000, with the majority of revenues anticipated in the summer months when the activity
levels peak.
Court Fines.
• Revenues from court fines total $53,000 representing 24% of the budget estimates and are
slightly lower than 2025. Court fine revenues and the membership fees paid to the Dakota
911 are both impacted by the number of CAD calls.
Investment Revenue and Miscellaneous.
• Investment income totaled approximately $70,000, reflecting market conditions throughout
first quarter of 2026. The City generally holds investments until maturity; therefore, any
temporary market value adjustments are expected to be recovered in future periods.
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iii
General Fund - Expenditures
Total expenditures are approximately $746,000 higher than the same period in 2025 and are 20 percent
of the 2026 budget.
Personnel. Expenditures for the first quarter on personnel are 20 percent of the 2026 budget.
Employee vacancies and transitions have resulted in lower costs than expected.
Motor Fuels. Motor fuels through March 31 are at 19 percent of the 2026 budget. Fuel expense
is $5,000 higher than the same period in 2025 as fuel costs continue to fluctuate. The City does
have a contract for fuel prices in place to mitigate some of the price increases.
Street Chemicals. 2026 salt purchases are $68,000 higher than the same period in 2025 and are
83 percent of the annual budget. Purchases at the end of the 2026 winter season will be stored
at the Central Maintenance Facility and will be utilized in the late fall if needed.
Utilities. Gas costs are $40,000 higher than for the same period in 2025. Rate increase passed
on by the electric and natural gas companies are contributing to the increase. Combined electric
and natural gas costs are at 30 percent of the 2026 budget.
Mayor and Council. Expenditures are consistent with the same period in 2025.
City Administration. Expenditures are higher than the prior year due to regular step increases
and conference attendance and remain below the approved budget.
City Clerk. Expenditures are consistent with the same period in 2025.
Legal. Legal fees are consistent with the same period in 2025.
Community and Economic Development. Expenditures are higher than the same period in 2025
related to the Comprehensive Plan 2050 update and remain below the approved budget.
Inspections. Salaries are higher than the same period in 2025 due to staffing transitions,
including the retirement of a building inspector and the filling of a vacancy in the Assistant
Building Official position.
General Government Facilities. Expenditures are consistent with the same period in 2025 and
lower than the approved budget.
Finance Department. Expenditures are consistent with the same period in 2025 and lower than
the approved budget.
Information Technology. The timing of annual maintenance agreements can impact the expense
comparison each year.
Human Resources. First quarter is within line with the prior year and lower than budget
estimates due to the timing of the software subscription payments but is expected to be within
the 2026 adopted budget.
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iv
Police. Personnel services are under budget and lower than the same period last year, due to
staffing transitions. Current savings are largely attributed to vacancies during staff turnover.
Expenditures are expected to remain within the adopted budget.
Fire. Personnel services are currently under budget but higher than the same period last year,
primarily due to the addition of 15 full-time firefighters at the end of the first quarter in 2025.
Firefighter pay is variable and depends on the volume of fire calls throughout the year, which is
expected to fluctuate as the department continues transitioning to a hybrid model that includes
both paid-on-call and full-time staff. To reduce costs, staff are renting turnout gear sets instead
of buying, recognizing the gear undergoes heavy wear during intensive training activities.
Engineering/GIS. Personnel services are within budget estimates and lower than the same period
last year, reflecting the department’s transition in staffing. Vacancies contributed to the
decrease, but the department is returning to full staffing in the second quarter.
Forestry. Personnel services are within budget estimates and prior year. The timing of tree
removals can impact the expense comparison each year.
Construction Services. Personnel services are within budget estimates and higher than the prior
year due to filling prior employee vacancies.
Streets. Personnel services are within budget and higher than the prior year due to increase in
overtime costs related to snow events. Commodities are higher than the prior year due to more
chemicals being purchased at the end of the winter season. All unused chemicals are stored for
use in the fall.
Parks. Expenditures within budget in the first quarter.
Recreation and Arts Center. Expenses are within budget for the first quarter and $45,000 higher
than the same period last year.
Franchise Fees
City collected $1.2 million franchise fee revenues in 2026; the majority is from the residential customer
base. The City paid $14,000 in franchise fees on its city-owned facilities. This debt service fund paid
$627,000 in interest for the related debt.
Communications Fund
Revenues from Franchise fees are received on a quarterly basis. They are typically received by
the end of the month following the quarter. Revenues continue to be lower than historical and
have trended down $13,000 from the prior year as there are other options for residents to utilize
for their entertainment.
Expenditures are within budget estimates and are down $47,000 over the same period in 2025.
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FiRST Facility
The City has received membership fees from the cities of Apple Valley, Elko New Market,
Farmington and Northfield for a total of $40,000. The 2026 budget authorized a transfer of
$71,000 from the General Fund to offset start-up costs. The FiRST Center Manager was hired at
the end of February. Staff anticipate the opening of the facility to happen in the third quarter of
2026.
Liquor Fund
Sales through the first quarter amounted to $4.6 million which is a 1.7 percent increase over the
same period in 2025. Decrease in customer count was offset with the increase in average sales
per customer account. Gross profit is at 29.3% in 2026 versus 29.1% in 2025. Trends are
consistent with the alcohol retail sector.
Total expenditures are at 19% of budget appropriations and are slightly lower ($26K) than the
same period in 2025.
Contributions/Transfers to other funds: The Liquor Fund budget will make the following
contributions to other funds in 2026, many of which result in a corresponding decrease in the tax
levy:
Water Fund
Water revenues are typically low in the first quarter, but this year they are $66,000 lower than the
same period in 2025. There was an increase in customer base and a decrease of 65,000 gallons
billed compared to the same period in 2025. A water rate increase of 6% went into effect
February 1, 2026.
Expenditures are slightly over budget at 27% of the annual benchmark.
Sewer Fund
Sewer revenues are typically low in the first quarter. Like water revenues, sewer revenues
increased because of growth int eh customer base. A sewer rate increase of 3% went into effect
February 1, 2026.
Disposal charges paid to Metropolitan Council of Environmental Services increased 8.3 percent
over the 2025 rates and are projected to be $6.1 million for 2026. The MCES fee is a significant
factor in the sewer rate increases and is not controllable by the City.
Expenditures are slightly under budget at 22% of the annual benchmark.
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vi
Street Lighting Fund
Revenues match the annual budget benchmark and are slightly above last year, driven by the
growing customer base and a rate increase of 5% that went into effect February 1, 2026.
Environmental Resources Fund
Revenues align with the annual budget benchmark and exceed last year’s, partly due to a larger
customer base and a 4% rate increase in Environmental Resources in 2026.
Page 221 of 230
2026 Variance from
Adopted 3/31/2026 Amended Actual 3/31/2025
Budget Actual Pos (Neg) Percent Actual
Revenues
General property taxes 34,485,685$ -$ (34,485,685)$ 0.0%-$ -$ 0.0%
Licenses and permits 3,693,025 894,892 (2,798,133) 24.2%618,128 276,764 144.8%
Intergovernmental 4,255,182 429,920 (3,825,262) 10.1%40,455 389,465 1062.7%
Charges for services 3,566,142 654,973 (2,911,169) 18.4%497,048 157,925 131.8%
Court fines 220,000 53,500 (166,500) 24.3%62,416 (8,916) 85.7%
Investment income 920,000 72,640 (427,360) 14.5%341,727 (269,087) 21.3%
Miscellaneous 229,400 32,399 (134,347) 19.4%21,089 11,310 153.6%
Total revenues 47,369,434 2,138,324 (44,748,456) 4.6%1,580,863 557,461 135.3%
Expenditures
General Government
Mayor and Council 133,185 81,961 51,224 61.5%90,697 8,736 90.4%
Committees and Commissi 115,962 4,285 111,677 3.7%792 (3,493) 541.0%
City Administration 642,763 142,134 500,629 22.1%127,628 (14,506) 111.4%
City Clerk 438,538 38,214 400,324 8.7%36,969 (1,245) 103.4%
Legal Counsel 92,000 28,327 63,673 30.8%29,393 1,066 96.4%
Community/Econ Developm 1,230,982 254,509 976,473 20.7%213,741 (40,768) 119.1%
Inspections 2,010,273 382,782 1,627,491 19.0%353,130 (29,652) 108.4%
Gen Gov't Facilities 828,574 155,158 673,416 18.7%154,905 (253) 100.2%
Finance 1,237,216 213,333 1,023,883 17.2%220,403 7,070 96.8%
Information Systems 1,175,197 274,609 900,588 23.4%169,894 (104,715) 161.6%
Human Resources 753,052 152,076 600,976 20.2%170,728 18,652 89.1%
Insurance 250,000 62,500 187,500 25.0%62,500 - 100.0%
Public Safety
Police 17,661,431 3,780,997 13,880,434 21.4%3,729,456 (51,541) 101.4%
Fire 6,436,846 1,077,954 5,358,892 16.7%797,769 (280,185) 135.1%
Public Works
Engineering 1,075,747 161,621 914,126 15.0%171,914 10,293 94.0%
Forestry 789,468 71,243 718,225 9.0%95,019 23,776 75.0%
Construction Services 739,472 122,633 616,839 16.6%93,950 (28,683) 130.5%
Streets 4,590,867 1,212,868 3,377,999 26.4%971,471 (241,397) 124.8%
Parks & Recreation
Parks 3,971,503 760,467 3,211,036 19.1%786,160 25,693 96.7%
Recreation 1,255,000 250,177 1,004,823 19.9%207,726 (42,451) 120.4%
Arts Center 1,099,686 279,569 820,117 25.4%276,920 (2,649) 101.0%
Total expenditures 46,527,762 9,507,417 37,020,345 20.4%8,761,165 (746,252) 111.3%
Excess (deficiency) of revenues
over expenditures 841,672 (7,369,093) 7,728,111 (7,180,302) 188,791
Other financing sources (uses)
Transfer from other funds 130,000 - (130,000) 0.0%- - 0.0%
Transfer to other funds (71,000) (71,000) - 100.0%- (71,000) 0.0%
Total Other Sources/(Uses) 59,000 (71,000) 130,000 -120.3%- (71,000) 111.3%
Net change in fund balance 900,672 (7,440,093) 7,858,111 (7,180,302) (259,791)
Beginning fund balance 24,415,066 32,430,349 (8,015,283) 22,372,997 10,057,352
Ending fund balance 25,315,738$ 24,990,256$ (157,172)$ 15,192,695$ 9,797,561$
Restrict fund balance (1,200,000) (1,200,000) (775,000)
Expenditure Summary
Personnel services 35,145,822 6,639,330 26,408,368 20.1% 6,285,235 (354,095) 105.6%
Commodities 2,501,018 770,175 1,668,916 31.6% 601,702 (168,473) 128.0%
Other charges and services 8,779,461 2,101,324 5,828,716 26.5% 1,828,147 (273,177) 114.9%
Capital outlay 101,461 19,993 56,602 26.1%46,081 26,088 43.4%
Total expenditures 46,527,762$ 9,530,822$ 33,962,602$ 48.1%8,761,165$ (769,657)$ 111.3%
Positive (Neg)
Variance from
2025 Actual
CITY OF LAKEVILLE, MINNESOTA
Summary Statement of Revenues, Expenditures and Changes in Fund Balances
For the Three-Month Period Ended March 31, 2026
Comparative
GENERAL FUND
Page 222 of 230
Unaudited
2026 Variance from
Adopted 3/31/26 Amended Budget Actual 3/31/25
Budget Actual Positive (Neg) Percent Actual
Revenues
General property taxes 300,000$ -$ (300,000)$ 0.0% -$ -$ 0.0%
Franchise taxes 396,000 - (396,000) 0.0% - - 0.0%
Charges for services 27,000 5,149 (21,851) 19.1% 2,928 2,221 175.9%
Investment income 6,000 2,955 (3,045) 49.3% 20,401 (17,446) 14.5%
Miscellaneous 2,000 2,025 25 101.3%- 2,025 0.0%
Total revenues 731,000 10,129 (720,871) 1.4%23,329 (13,200) 43.4%
Expenditures
Current
General government 754,661 167,713 586,948 22.2% 207,467 39,754 80.8%
Capital outlay
General government 45,000 - 45,000 0.0%7,207 7,207 0.0%
Total expenditures 799,661 167,713 631,948 21.0%214,674 46,961 111.3%
Excess (deficiency) of revenues
over expenditures (68,661) (157,584) 88,923 (191,345) (33,761) 82.4%
Other financing (uses)
Transfer to other funds (3,908) - (3,908) 0.0%- - 0.0%
Total other financing (uses) (3,908) - (3,908) 0.0%- - 111.3%
Net change in fund balance (72,569) (157,584) 85,015 (191,345) 33,761
Beginning fund balance 956,038 - 1,282,765 - -
Ending fund balance 883,469$ (157,584)$ 1,367,780$ (191,345)$ 33,761$
CITY OF LAKEVILLE, MINNESOTA
Special Revenue - Communications
Summary Statement of Revenues, Expenditures and Changes in Fund Balances
For the Three-Month Period Ended March 31, 2026
Comparative
Variance from
2025 Actual
Positive (Negative)
Page 223 of 230
Unaudited
2026 Variance from
Adopted 3/31/26 Amended Budget Actual 3/31/25
Budget Actual Positive (Neg) Percent Actual
Revenues
Franchise taxes - residential 4,420,835$ 977,109$ (3,443,726)$ 22.1% -$ 977,109$ 0.0%
Franchise taxes - commercial 709,406 275,118 (434,288) 38.8% - 275,118 0.0%
Investment income 101,724 8,059 (93,665) 7.9%- 8,059 0.0%
Total revenues 5,231,965 1,260,286 (3,971,679) 24.1%- 1,260,286 0.0%
Expenditures
Current - franchise fees paid
General government 2,316 529 1,787 22.8% 51 (478) 1037.3%
Public safety 10,208 1,889 8,319 18.5% 570 (1,319) 331.4%
Public works 33,128 7,079 26,049 21.4% 1,719 (5,360) 411.8%
Parks and recreation 21,664 4,813 16,851 22.2% 660 (4,153) 729.2%
Debt service
Interest on debt 1,023,285 626,975 396,310 61.3% - (626,975) 0.0%
Total expenditures 1,090,601 641,285 449,316 58.8%3,000 (11,310) 21376.2%
Excess (deficiency) of revenues
over expenditures 4,141,364 619,001 3,522,363 (3,000) (622,001) -20633.4%
Other financing (uses)
Transfer to other funds 2,000,000 - 2,000,000 0.0%- - 0.0%
Total other financing (uses) 2,000,000 - 2,000,000 0.0%- - 111.3%
Net change in fund balance 6,141,364 619,001 5,522,363 (3,000) 622,001
Beginning fund balance - 3,384,779 (3,384,779) - 3,384,779
Ending fund balance 6,141,364$ 4,003,780$ 2,137,584$ (3,000)$ 4,006,780$
Variance from
2025 Actual
Positive (Negative)
Comparative
CITY OF LAKEVILLE, MINNESOTA
Debt Service - Franchise Fees
Summary Statement of Revenues, Expenditures and Changes in Fund Balances
For the Three-Month Period Ended March 31, 2026
Page 224 of 230
Unaudited
2026 Percent
Adopted 3/31/26 of 3/31/25
Budget Actual Variance Budget Actual
Sales and cost of sales
Sales 23,850,000$ 4,600,060$ (19,249,940)$ 19.3% 4,521,210$ 78,850$ 101.7%
Cost of sales 17,250,117 3,253,290 13,996,827 18.9%3,205,892 (47,398) 101.5%
Gross profit 6,599,883 1,346,770 (5,253,113) 20.4%1,315,318 31,452 102.4%
Gross profit % 27.7% 29.3% 29.1%
Operating expenses
Personnel services 3,542,463 664,299 2,878,164 18.8% 645,703 (18,596) 102.9%
Commodities 82,544 14,097 68,447 17.1% 22,393 8,296 63.0%
Other charges and services 1,993,023 405,203 1,587,820 20.3%389,488 (15,715) 104.0%
Total operating expenses 5,618,030 1,083,599 4,534,431 19.3%1,057,584 (26,015) 102.5%
Operating income 981,853 263,171 (718,682) 26.8%257,734 5,437 102.1%
Non-operating revenue (expense)
Investment income 105,000 5,745 (99,255) 5.5% 62,197 (56,452) 9.2%
Lease payment (270,000) - 270,000 0.0% - - 0.0%
Transfers in (out)
General Fund - Fireworks (30,000) - 30,000 0.0% - - 0.0%
Debt Service:
Tax Abatement - Keokuk (347,757) (290,950) 56,807 83.7% (350,450) 59,500 83.0%
CIP Bonds-Police Station (400,000) (400,000) - 100.0% (400,000) - 100.0%
Capital Projects:
Equipment Fund (1,500,000) (1,500,000) - 100.0% (900,000) (600,000) 166.7%
Technology Fund (67,605) - 67,605 0.0%- - 0.0%
Total non-operating (net)(2,510,362) (2,185,205) 325,157 87.0%(1,588,253) (596,952) 137.6%
Net change in net position (1,528,509) (1,922,034) (393,525) (1,330,519) (591,515)
Beginning net position 12,522,802 12,984,719 461,917 12,869,554 115,165
Ending net position 10,994,293$ 11,062,685$ 68,392$ 11,539,035$ (476,350)$
Variance from
2025 Actual
Positive (Negative)
CITY OF LAKEVILLE, MINNESOTA
Enterprise - Liquor Fund
Statement of Revenues, Expenditures and Changes in Working Capital
For the Three-Month Period Ended March 31, 2026
Comparative
Page 225 of 230
Unaudited
2026 Percent
Adopted 3/31/26 of 3/31/25
Budget Actual Variance Budget Actual
Operating revenues
User charges for services 9,484,179$ 397,925$ (9,086,254)$ 4.2% 464,326$ (66,401)$ 85.7%
Other 165,000 244,594 79,594 148.2%165,270 79,324 148.0%
Total operating revenue 9,649,179 642,519 (9,006,660) 6.7%629,596 12,923 -1430.5%
Operating expenses
Personnel services 1,826,339 354,266 1,472,073 19.4% 400,462 46,196 88.5%
Commodities 979,843 215,988 763,855 22.0% 155,999 (59,989) 138.5%
Other charges and services 3,625,807 1,616,939 2,008,868 44.6% 707,989 (908,950) 228.4%
Major Maintenance 2,370,000 221,643 2,148,357 9.4%11,932 (209,711) 1857.6%
Total operating expenses 8,801,989 2,408,836 6,393,153 27.4%1,276,382 (1,132,454) 188.7%
Operating income (loss)847,190 (1,766,317) (2,613,507) (646,786) (1,119,531)
Non-operating revenue (expense)
Investment income 275,301 57,853 (217,448) 21.0% 286,402 (228,549) 20.2%
Debt Service (190,059) (114,306) 75,753 60.1% (23,415) (90,891) 488.2%
Transfers (out)(255,869) (211,309) 44,560 82.6%- (211,309) 0.0%
Total non-operating (net)(170,627) (267,762) (97,135) 262,987 (530,749)
Net change in net position 676,563 (2,034,079) (2,710,642) (383,799) (1,650,280) 530.0%
Beginning net position 136,887,067 137,973,673 1,086,606 133,251,320 4,722,353 103.5%
Ending net position 137,563,630$ 135,939,594$ (1,624,036)$ 132,867,521$ 3,072,073 102.3%
CITY OF LAKEVILLE, MINNESOTA
Enterprise - Utility Fund Water Operation
Statement of Revenues, Expenditures and Changes in Working Capital
For the Three-Month Period Ended March 31, 2026
Comparative
Variance from
2025 Actual
Positive (Negative)
Page 226 of 230
Unaudited
2026 Percent
Adopted 3/31/26 of 3/31/25
Budget Actual Variance Budget Actual
Operating revenue
User charges for services 10,101,052$ 937,966$ (9,163,086)$ 9.3%959,494$ (21,528)$ 97.8%
Operating expenses
Personnel services 1,425,856 158,658 1,267,198 11.1% 120,344 (38,314) 131.8%
Commodities 167,674 19,000 148,674 11.3% 13,434 (5,566) 141.4%
Other charges and services 432,208 77,005 355,203 17.8% 40,839 (36,166) 188.6%
Disposal charges 6,087,539 1,545,393 4,542,146 25.4% 1,405,617 (139,776) 109.9%
Major maintenance projects 980,000 207,493 772,507 21.2%207,874 381 99.8%
Total operating expenses 9,093,277 2,007,549 7,085,728 22.1%1,788,108 (219,441) 112.3%
Operating income (loss)1,007,775 (1,069,583) (2,077,358) (828,614) (240,969) 129.1%
Non-operating revenue (expense)
Investment income 211,275 32,842 (178,433) 15.5% 132,458 (99,616) 24.8%
Debt service - - - 0.0% (295) 295 0.0%
Transfers in 28,166 - (28,166) 0.0% - - 0.0%
Transfers (out)(7,500) - 7,500 0.0%- - 0.0%
Total non-operating (net)231,941 32,842 (199,099) 14.2%132,163 (99,321) 24.8%
Net change in net position 1,239,716 (1,036,741) (2,276,457) (696,451) (340,290) 148.9%
Beginning net position 79,367,155 79,706,030 338,875 74,695,434 5,010,596 106.7%
Ending net position 80,606,871$ 78,669,289$ (1,937,582)$ 73,998,983$ 4,670,306$ 106.3%
Variance from
2025 Actual
Positive (Negative)
CITY OF LAKEVILLE, MINNESOTA
Enterprise - Utility Fund Sanitary Sewer Operation
Statement of Revenues, Expenditures and Changes in Working Capital
For the Three-Month Period Ended March 31, 2026
Comparative
Page 227 of 230
Unaudited
2026 Percent
Adopted 3/31/26 of 3/31/25
Budget Actual Variance Budget Actual
Operating revenue
User charges for services 1,284,768$ 129,329$ (1,155,439)$ 10.1%109,941$ 19,388$ 117.6%
Operating expenses
Personnel services 21,064 - 21,064 0.0% - - 0.0%
Commodities 20 - 20 0.0% - - 0.0%
Other charges and services 1,411,636 349,776 1,061,860 24.8% 374,449 24,673 93.4%
Major Maintenance 30,000 - 30,000 0.0%- - 0.0%
Total operating expenses 1,462,720 349,776 1,112,944 23.9%374,449 24,673 93.4%
Operating income (loss)(177,952) (220,447) (42,495) (264,508) 44,061 83.3%
Non-operating revenue (expense)
Investment income 20,000 2,951 (17,049) 14.8% 18,119 (15,168) 16.3%
Debt service 583 (1,250) (1,833) -214.4% (421) (829) 296.9%
Transfers in (out) - General Fund - - - 0.0%- - 0.0%
Total non-operating (net)20,583 1,701 (18,882) 8.3%17,698 (15,997) 9.6%
Net change in net position (157,369) (218,746) (61,377) (246,810) 28,064 88.6%
Beginning net position 1,142,884 1,205,652 62,768 940,928 264,724 128.1%
Ending net position 985,515$ 986,906$ 1,391$ 694,118$ 292,788$ 142.2%
Variance from
2025 Actual
Positive (Negative)
CITY OF LAKEVILLE, MINNESOTA
Enterprise - Utility Fund Street Light Operation
Statement of Revenues, Expenditures and Changes in Working Capital
For the Three-Month Period Ended March 31, 2026
Comparative
Page 228 of 230
Unaudited
2026 Percent
Adopted 3/31/26 of 3/31/25
Budget Actual Variance Budget Actual
Revenues
User charges for services 2,226,356$ 239,429$ (1,986,927)$ 10.8%199,495$ 39,934$ 120.0%
Total revenues 2,226,356 239,429 (1,986,927) 10.8%199,495 39,934 -996.0%
Expenditures - Public works
Personnel services 884,663 184,129 700,534 20.8% 158,900 (25,229) 115.9%
Commodities 71,288 9,124 62,164 12.8% 9,588 464 95.2%
Other charges and services 1,923,803 96,494 1,827,309 5.0% 249,787 153,293 38.6%
Major maintenance/capital outlay - 3,502 (3,502) 0.0%- (3,502) 0.0%
Total expenditures 2,879,754 293,249 2,586,505 10.2%418,275 125,026 70.1%
Operating income (loss)(653,398) (53,820) 599,578 (218,780) 164,960 24.6%
Non-operating revenue (expense)
Intergovernmental 35,000 - (35,000) 0.0% - - 0.0%
Investment income 50,000 11,331 (38,669) 22.7% 59,191 (47,860) 19.1%
Transfers in (out)
Equipment Fund (40,500) - 40,500 0.0% - - 0.0%
Technology Fund (2,384) - 2,384 0.0% - - 0.0%
Sanitary sewer operations (26,852) - 26,852 0.0%- - 0.0%
Total other financing (uses)15,264 11,331 (3,933) 74.2%59,191 (47,860) 19.1%
Net change in net position (638,134) (42,489) 595,645 (159,589) 117,100 26.6%
Beginning net position 3,820,706 4,340,866 520,160 3,663,270 677,596 118.5%
Ending net position 3,182,572$ 4,298,377$ 1,115,805$ 3,503,681$ 794,696$ 122.7%
Variance from
2025 Actual
Positive (Negative)
CITY OF LAKEVILLE, MINNESOTA
Enterprise - Utility Fund Environmental Resources Operation
Statement of Revenues, Expenditures and Changes in Working Capital
For the Three-Month Period Ended March 31, 2026
Comparative
Page 229 of 230
Date: 5/18/2026
Next City Council Meeting Monday June 1, 2026
Proposed Action
Staff recommends adoption of the following motion:
Overview
Supporting Information
None
Financial Impact: $ Budgeted: No Source:
Envision Lakeville Community Values:
Report Completed by:
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