HomeMy WebLinkAboutCity Council Packet 02-14-2023City Council 1 of 3 February 14, 2023
CITY OF PLYMOUTH
AGENDA
Regular City Council
February 14, 2023, 7:00 PM
1.CALL TO ORDER AND PLEDGE OF ALLEGIANCE
2.ROLL CALL
3.PLYMOUTH FORUM—Individuals may address the Council about any item not contained on the
regular agenda. A maximum of 15 minutes is allotted for the Forum. If the full 15 minutes are not needed
for the Forum, the City Council will continue with the agenda. The City Council will take no official
action on items discussed at the Forum, with the exception of referral to staff or Commission or
Committee for future report.
4.PRESENTATIONS AND PUBLIC INFORMATION ANNOUNCEMENTS
5.APPROVE AGENDA —Councilmembers may add items to the agenda including items contained in
the Council Information Memorandum for discussion purposes or staff direction only. The Council will
not normally take official action on items added to the agenda.
6.CONSENT AGENDA —These items are considered to be routine and will be enacted by one motion.
There will be no separate discussion of these items unless a Councilmember or citizen so requests, in
which event the item will be removed from the Consent Agenda and placed elsewhere on the agenda.
6.1 Adopt proposed City Council Minutes
January 21 Special
January 24 Special
January 24 Regular
6.2 Approve disbursements
Check Register Report
Check Register Report - UB Refunds
HCV Payment Register
Invoice Expense Distribution
City Council Resolution 2023-043
6.3 Approve plans and specifications, order advertisement for bids, and authorize "No
Parking" for the Chankahda Trail Reconstruction Project - Phase 2 (ST230002)
Location Map
City Council Resolution 2023-044
City Council Resolution 2023-045
1
City Council 2 of 3 February 14, 2023
6.4 Approve a variance to allow a swimming pool in the front yard at 19040 County
Road 6 (Scanlon Inc. - 2022086)
Planning Commission Minutes
Planning Commission Report
Applicants Narrative and Graphics
City Council Resolution 2023-046
6.5 Approve tobacco license application of Kareem Inc d/b/a I Mart Stores, 4140
Berkshire Lane North
City Council Resolution 2023-047
6.6 Designate engineer for 2024 Old Rockford Road Trunk Watermain Lining Project
(WA249005)
Proposal
City Council Resolution 2023-048
6.7 Approve amendment to the Development Contract for Hampton Hills South Plateau
(Tradition Development -- 2011097-F)
Aerial Location Map
Amendment No. 2 to Development Contract
City Council Resolution 2023-049
6.8 Accept utilities for continual maintenance in Hollydale 2nd Addition (2022023)
Location Map
City Council Resolution 2023-050
6.9 Approve variance to allow an eight-foot fence in the side yard at 17145 9th Ave N
(Robert Mueller - 2022085)
Variance Standards
Planning Report
Applicant Narrative
Site Graphics
Location Map
Aerial
Hennepin County Locate & Notify Map
Planning Commission Minutes (Draft)
City Council Resolution 2023-051
6.10 Approve Cooperative Agreement with Hennepin County for Improvements at the
County Road 9 and Lancaster Lane/Nathan Lane Signal (ST200002)
Hwy 169/CR 9 Layout
Agreement
City Council Resolution 2023-052
6.11 Approve site plan amendment and conditional use permit for the construction of a
freestanding laboratory building and associated improvements for the property located
at 12001 Highway 55 (Honeywell International, Inc. – 2022081)
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City Council 3 of 3 February 14, 2023
Minutes
Planning Commission Report and Attachments
Applicant's Narrative and Graphics
City Council Resolution 2023-053
6.12 Approve Waiver of Real Property Declaration Certification for the Metropolitan
Council Environmental Services (MCES) 2020 Municipal I/I Grant Program
Certification
City Council Resolution 2023-054
6.13 Approve National League of Cities (NLC) conference travel request
Travel Policy
7.PUBLIC HEARINGS
7.1 Public hearing on off-sale intoxicating liquor license application of Haskell's, Inc. d/b/a
Haskell's, 4130 Berkshire Lane North, Plymouth
Location Map
Property Owners within 500'
City Council Resolution 2023-055
8.GENERAL BUSINESS
8.1 Approve Fire State Aid Allocation Agreement with the Plymouth Fire Relief
Association
Agreement
City Council Resolution 2023-056
8.2 Approve Preliminary and Final Plat, Site Plan, and Variances for a "Suite Living"
assisted living/memory care home in the west portion of property located at 4325
Zachary Lane (Hampton Companies, LLC -- 2022-080)
Planning Commission Report
Planning Commission Minutes
Location Map
Aerial Map
Hennepin County Locate & Notify Map
Functional Classification Map
Applicant's Narrative
Variance Standards
Site Graphics
City Council Resolution 2023-057
9.REPORTS AND STAFF RECOMMENDATIONS
10.ADJOURNMENT
3
Regular City
Council
February 14, 2023
Agenda
Number:6.1
To:Dave Callister, City Manager
Prepared by:Jodi Gallup, City Clerk/Administrative Coordinator
Reviewed by:Maria Solano, Deputy City Manager
Item:Adopt proposed City Council Minutes
1.Action Requested:
Adopt proposed City Council Minutes.
2.Background:
N/A
3.Budget Impact:
N/A
4.Attachments:
January 21 Special
January 24 Special
January 24 Regular
4
Proposed Minutes 1 of 1 Special Meeting of January 21, 2023
Proposed Minutes
Special Council Meeting
January 21, 2023
Mayor Wosje called a Special Meeting of the Plymouth City Council to order at 8:00 a.m. in the Cedar
Room of the Plymouth Community Center, 14800 34th Avenue North, on January 21, 2023.
PLYMOUTH COUNCIL PRESENT: Mayor Wosje, Councilmembers Peterson, Gregor, Davis, Pointner.
PLYMOUTH COUNCIL ABSENT: Councilmembers McGregor, Willis.
PLYMOUTH STAFF PRESENT: City Manager Callister, Deputy City Manager Solano, Park and Recreation
Director Tomlinson, Human Resources Director Timpone, Finance Director Rich, Public Safety Director
Fadden, Fire Chief Coppa, Community and Economic Development Manager Fernelius, Deputy Public
Works Director/City Engineer LaBounty, and City Clerk/Administrative Coordinator Gallup.
Council Strategic Workshop
Council and the staff senior leadership team met to establish shared expectations and identify strategic
priorities. A follow-up meeting will be held on March 14.
Adjournment
Mayor Wosje adjourned the meeting at 4:00 p.m.
Jodi M. Gallup, City Clerk/Administrative Coordinator
5
Proposed Minutes 1 of 2 Special Meeting of January 24, 2023
Proposed Minutes
Special Council Meeting
January 24, 2023
Mayor Wosje called a Special Meeting of the Plymouth City Council to order at 6:00 p.m. in the Council
Chambers of Plymouth City Hall, 3400 Plymouth Boulevard, on January 24, 2023.
PLYMOUTH COUNCIL PRESENT: Mayor Wosje, Councilmembers McGregor, Peterson, Willis, Gregor,
Pointner.
PLYMOUTH COUNCIL ABSENT: Councilmember Davis.
PLYMOUTH STAFF PRESENT: City Manager Callister, Public Works Director Thompson, Park and
Recreation Director Tomlinson, Public Safety Director Fadden, Fire Chief Coppa, Deputy Public Works
Director/City Engineer LaBounty, Planning and Development Manager McGuire, Senior Planner Drill,
City Attorney Mattick, and City Clerk/Administrative Coordinator Gallup.
Update on the Former Four Seasons Mall site
Deputy Public Works Director/City Engineer LaBounty provided background information on the site.
Stacie Kvilvang with Ehlers provided background information on Tax Increment Financing (TIF) scenarios
and how Ehlers as financial advisors balance the appropriate assistance needed to move a project
forward.
Casey Dzieweczynski with Wellington Management provided background information on the company
and their request for TIF assistance.
Council provided feedback that they would like Wellington and staff to try to come to a proposed
agreement on terms within 30 days.
Update on the Former Prudential Site
Planning and Development Manager McGuire and Park and Recreation Director Tomlinson provided
background information on the site and next steps which will likely include reviewing applications for
reguiding, rezoning, platting, and site plan.
Dan Salzer with Scannell Properties and Andy Bollig with Roers Company provided an update on the
status of their application stating they were working through the Alternative Urban Area Review (AUAR)
process as a larger scale environmental study and hoped to have an application before the City Council
by March.
Future Study Sessions
The following changes were made to future study sessions:
6
Proposed Minutes 2 of 2 Special Meeting of January 24, 2023
Schedule review of HRA applications on February 14 at 6 p.m.
Cancel City Center Update on March 28 and reschedule TBD (three Council members will be
absent at this meeting)
Schedule closed session for labor strategy discussion on April 25 at 5 p.m.
Schedule closed session for City Manager annual performance evaluation on May 9 at 5 p.m.
Adjournment
Mayor Wosje adjourned the meeting at 6:40 p.m.
Jodi M. Gallup, City Clerk/Administrative Coordinator
7
Proposed Minutes Page 1 of 5 Regular Meeting of January 24, 2023
Proposed Minutes
Regular City Council Meeting
January 24, 2023
Mayor Wosje called a Regular Meeting of the Plymouth City Council to order at 7:00 p.m. in the Council
Chambers of City Hall, 3400 Plymouth Boulevard, on January 24, 2023.
ROLL CALL
COUNCIL PRESENT: Mayor Wosje, Councilmembers Willis, McGregor, Peterson, Pointner, and Gregor.
COUNCIL ABSENT: Councilmember Davis.
STAFF PRESENT: City Manager Callister, Public Safety Director Fadden, Fire Chief Coppa, Public Works
Director Thompson, Park and Recreation Director Tomlinson, Human Resources Director Timpone,
Deputy Public Works Director/City Engineer LaBounty, Planning and Development Manager McGuire,
City Attorney Mattick, and City Clerk/Administrative Coordinator Gallup.
Plymouth Forum
There were no comments.
Presentations and Public Information Announcements
(4.1)Receive Updates on Legislative Priorities from State Legislators, Metropolitan Council
Member, and County Commissioners, 2023 Representatives, 2023 Legislative Priorities
State Senator 42 Bonnie Westlin provided a legislative update outlining her priorities for the 2023
legislative year. Mayor Wosje expressed his appreciation for her work for the City of Plymouth.
State Senator 43 Ann Rest provided a legislative update outlining her priorities for the 2023 legislative
year. Mayor Wosje complimented her on her work with the tax committee.
State Representative 42B Ginny Klevorn welcomed the new councilmembers and updated City Council
on her priorities for the 2023 legislative year. She also congratulated the Plymouth Police Department
for their efforts regarding catalytic converter thefts. Mayor Wosje expressed his appreciation for her
work on behalf of the City of Plymouth.
State Representative 43B Mike Freiberg discussed his priorities for the 2023 legislative year. Mayor
Wosje thanked him for serving part of Plymouth.
8
Proposed Minutes Page 2 of 5 Regular Meeting of January 24, 2023
State Representative 42A Ned Carroll explained what committees he is serving on and noted he is
heading up the Chankahda Trail Project. Mayor Wosje expressed his appreciation for his past work on
the City Council and now in the State Legislature.
County Commissioner 2 Irene Fernando and County Commissioner 7 Kevin Anderson discussed their
priorities which include mental health, disparity reduction, criminal justice reform, child protection,
transportation, and zero waste policy.
Metropolitan Councilor Judy Johnson discussed her priorities for the upcoming year. Mayor Wosje
thanked her for her work on behalf of the City of Plymouth.
City Manager Callister noted you can sign up for updates from each of the Representatives on their
initiatives and that the City will provide any updates to the Council as it fits with the City’s priorities.
Approval of Agenda
Motion was made by Councilmember Willis, and seconded by Councilmember Pointner to approve the
agenda. With all members voting in favor, the motion carried.
Consent Agenda
Mayor Wosje requested Item No. 6.3, 6.4 and 6.8 removed from the Consent Agenda and placed under
General Business as No. 8.3, 8.4 and 8.5, respectively.
Motion was made by Councilmember Gregor, and seconded by Councilmember Peterson, to adopt the
Consent Agenda that included the following items:
(6.1)Council Minutes from Special Meeting and Regular Meeting of January 10, 2023.
(6.2)Resolution Approving Disbursements ending January13, 2023 (Res2023-021).
(6.3)(This item was removed from the Consent Agenda and placed under General Business as item
No. 8.3).
(6.4)(This item was removed from the Consent Agenda and placed under General Business as item
No. 8.4).
(6.5)Resolution Approving the 2022-2023 Labor Agreement Between the City of Plymouth and Law
Enforcement Labor Services (LELS Local 521)-Captains (Res2023-022).
(6.6)Resolution Approving Termination of a Conditional Use Permit for a Monopole Cell Tower That
Was Removed (96160) (Res2023- 023).
(6.7)Resolution Approving Temporary Liquor License Application of Providence Academy (Res2023-
024).
9
Proposed Minutes Page 3 of 5 Regular Meeting of January 24, 2023
(6.8)(This item was removed from the Consent Agenda and placed under General Business as item
No. 8.5).
With all members voting in favor, the motion carried.
Public Hearings
There were no public hearings scheduled.
General Business
(8.1)Order and Receive Preliminary Engineering Report, Order and Approve Plans and
Specifications, Call for a Public Hearing, Order Advertisement for Bids, Declare Costs to be Assessed,
Order Preparation of Proposed Assessments, Set Public Improvement and Assessment Hearings, and
Authorize "No Parking" for the 2023 Gleason Lake Drive Improvements Project (ST239001)
Deputy Public Works Director/City Engineer LaBounty presented this item and explained the
reconstruction details. He also mentioned public meetings have been held, mailings have been sent out
and if approved, bidding process will begin with work to take approximately 18 months.
In response to questions from the Council, Deputy Public Works Director/City Engineer LaBounty
provided the following information:
Clarified differences between sidewalks and trails.
Identified parcels that will receive assessments.
Resident meetings yielded concerns about the intersection, speed and crossing safety.
Defined the Pacer Rating measurement system.
Clarification on semi-truck traffic through round about and potential cost if more land
acquisition is needed.
The Council expressed concerns regarding water main replacement within a few years of this
reconstruction, pedestrian crosswalk visibility, and resident assessment cost. Deputy Public Works
Director/City Engineer LaBounty stated rectangular rapid flashing beacons will be installed to create
more visibility and affected residents will be charged 40% of the City’s project cost.
Motion was made by Councilmember Willis, and seconded by Councilmember Peterson, to adopt
Resolution Ordering Preliminary Engineering Report for the 2023 Gleason Lake Drive Improvements
Project (ST239001) (Res2023-025), Receiving Preliminary Engineering Report, Ordering Preparation of
Plans and Specifications, and Calling for a Public Hearing for the 2023 Gleason Lake Drive Improvements
Project (ST239001) (Res2023-026), Resolution Approving Plans and Specifications, and Ordering
Advertisement for Bids for the 2023 Gleason Lake Drive Improvements Project (ST239001) (Res2023-
027), Resolution Declaring Cost to be Assessed, and Ordering Preparation of Proposed Assessment for
the 2023 Gleason Lake Drive Improvements Project (ST239001) (Res2023-028), Resolution for Hearing
on Proposed Assessment for the 2023 Gleason Lake Drive Improvements Project (ST239001)(Res2023-
029), Resolution to Authorize “No Parking” for the 2023 Gleason Lake Drive Improvements Project
(ST239001) (Res2023-030). With all members voting in favor, the motion carried.
10
Proposed Minutes Page 4 of 5 Regular Meeting of January 24, 2023
(8.2)Approve Cooperative Agreement for the CR 9 at TH 169 Bridge Replacement (ST200002)
Deputy Public Works Director/City Engineer LaBounty presented this item and stated MnDOT is asking
the City of Plymouth to enter into a cooperative agreement and to authorize Deputy Public Works
Director/City Engineer LaBounty to proceed with final negotiations. This will reduce maintenance long
term. He also noted the bridge will be closed during the coming summer months.
Motion was made by Councilmember Peterson, and seconded by Councilmember Willis to adopt
Resolution Approving Cooperative Agreement for the CR 9 at TH 169 Bridge Replacement (ST200002)
and Authorizing Deputy Public Works Director to Make Final Agreement (Res2023-031). With all
members voting in favor, the motion carried.
(8.3)Order and Receive Preliminary Engineering Report, Order and Approve Plans and
Specifications, Call for a Public Hearing, Order Advertisement for Bids, Declare Costs to
be Assessed, Order Preparation of Proposed Assessments, and Set Public Improvement
and Assessment Hearings for the 2023 City Center Pavement Rehabilitation Project
(ST230001) (previously Item No. 6.3)
City Engineer/Deputy Public Works Director LaBounty presented this item and stated this would follow a
similar time schedule as the previous improvements.
In response to questions from the Council, Deputy Public Works Director/City Engineer LaBounty
provided the following information:
36th and 34th would be improved by a mill and overlay.
Notifications and assessment policies are the same as previous improvements.
Water and electrical connections will be installed in all the islands.
Bump outs could be a good way to slow traffic and may be considered in future projects.
If approved, completion date of September 2023.
Motion was made by Councilmember Gregor, and seconded by Councilmember Pointner, to adopt
Resolution Ordering Preliminary Engineering Report for the 2023 City Center Pavement Rehabilitation
Project (ST230001) (Res2023-032), Resolution Receiving Preliminary Engineering Report, Ordering
Preparation of Plans and Specifications, and Calling for a Public Hearing for the 2023 City Center
Pavement Rehabilitation Project (ST230001) (Res2023-033), Resolution Approving Plans and
Specifications, and Ordering Advertisement for Bids for the 2023 City Center Pavement Rehabilitation
Project (ST230001) (Res2023-034), Resolution Declaring Cost to Be Assessed, and Ordering Preparation
of Proposed Assessment for the 2023 City Center Pavement Rehabilitation Project (ST230001) (Res2023-
035), Resolution For Hearing on Proposed Assessment for the 2023 City Center Pavement Rehabilitation
Project (ST230001) (Res2023-036). With all members voting in favor, the motion carried.
(8.4)Order and Receive Preliminary Engineering Report, Order and Approve Plans and
Specifications, Call for a Public Hearing, Order Advertisement for Bids, Declare Costs to
be Assessed, Order Preparation of Proposed Assessments, and Set Public Improvement
and Assessment Hearings for the 2023 Rehabilitation Project (ST239005) (previously Item No. 6.4)
City Engineer/Deputy Public Works LaBounty presented this item.
11
Proposed Minutes Page 5 of 5 Regular Meeting of January 24, 2023
In response to questions from the Council, Deputy Public Works Director/City Engineer LaBounty
provided the following information:
Public engagement and notification same as previous projects.
Cost of moving the Hennepin County traffic light would be approximately $100,000.00.
Explained the reasoning behind grouping projects together and leaving others separate.
Motion was made by Councilmember Peterson, and seconded by Councilmember Willis, to adopt
Resolution Ordering Preliminary Engineering Report for the 2023 Street Rehabilitation Project
(ST239005) (Res2023-037), Resolution Receiving Preliminary Engineering Report, Ordering Preparation
of Plans and Specifications, and Calling for a Public Hearing for the 2023 Street Rehabilitation Project
(ST239005) (Res2023-038), Resolution Approving Plans and Specifications, and Ordering Advertisement
for Bids for the 2023 Street Rehabilitation Project (ST239005) (Res2023-039), Resolution Declaring Cost
to Be Assessed, and Ordering Preparation of Proposed Assessment for the 2023 Street Rehabilitation
Project (ST239005) (Res2023-040), Resolution for Hearing on Proposed Assessment for the 2023 Street
Rehabilitation Project (ST239005) (Res2023-041). With all members voting in favor, the motion carried.
(8.5)Authorize Design and Advertisement for Bids for the Zachary Playfield Pickleball Courts
Construction (PR229005) and Bass Lake Playfield Courts & Parking Lot Reconstruction Project
(PRN23001) (previously item No. 6.8)
Parks and Recreation Director Tomlinson presented this item and clarified no additional infrastructure
will be needed, courts will be lit until 10:30 p.m. and could include a sound dampening net to reduce
noise to residents.
Motion was made by Councilmember Pointner, and seconded by Councilmember Peterson, to adopt
Resolution Authorizing Design and Advertisement for Bids for the Zachary Playfield Pickleball Courts
Construction (PR229005) and Bass Lake Playfield Courts & Parking Lot Reconstruction Project
(PRN23001) (Res2023-042). With all members voting in favor, the motion carried.
Reports and Staff Recommendations
City Manager Callister stated the potential fire truck donation to Ukraine discussion will take place at the
February 28th City Council meeting.
Adjournment
Mayor Wosje adjourned the regular meeting at 8:59 p.m.
_________________________________________
Jodi Gallup, City Clerk/Administrative Coordinator
12
Regular City
Council
February 14, 2023
Agenda
Number:6.2
To:Dave Callister, City Manager
Prepared by:Tammy Geurkink, Finance Clerk
Reviewed by:Andrea Rich, Finance Director
Item:Approve disbursements
1.Action Requested:
Adopt resolution approving disbursements.
2.Background:
Attached are lists of City fund disbursements for the period ending 02/03/23.
3.Budget Impact:
N/A
4.Attachments:
Check Register Report
Check Register Report - UB Refunds
HCV Payment Register
Invoice Expense Distribution
City Council Resolution 2023-043
13
Check Payment Register
01/14/2023 02/03/2023to
01/20/2023 $1,575.05 Check Date Paid:Amount: EFT Delta Dental of MN
12/31/2022Inv. CNS0001146064
Total PriceItem Description
$1,575.05 Delta Dental Admin Fees Dec 2022
01/20/2023 $18,142.32 Check Date Paid:Amount: EFT Delta Dental of MN
12/31/2022Inv. CNS0001147893
Total PriceItem Description
$18,142.32 Delta Dental Claims Dec 2022
12/29/2022 $1,379.59 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Halverso
Total PriceItem Description
$596.86 Staff Clothing/Uniform
$269.84 New Table Cart to move tables
$512.89 Skate Sharpening Stones
12/29/2022 $119.00 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Przybyls
Total PriceItem Description
$119.00 Registration for Landscape Conference - J Raiche
12/29/2022 $442.95 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Cwayna
Total PriceItem Description
$442.95 Community engagement purchases, supplies for sleeping quarters
12/29/2022 $2,235.00 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Solano
Total PriceItem Description
$2,235.00 2023 Annual Institute for Building Officials - T Jenkins
12/29/2022 $413.36 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Cotterma
Total PriceItem Description
$413.36 HR Certification, Labor Mgmt Committee training lunches
12/29/2022 $1,906.44 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Gallup
Total PriceItem Description
$508.19 Council Study Sessions: Davanni's, ElMar's & Chick-fil-A
($119.60)Holiday Inn for MNSU Students-Credit for Cancelling a Room
$10.00 City Manager's Pioneer Press Monthly Subscription
$1,050.00 3 for LMC-2023 Elected Leaders Institute: Foundational Program
$225.00 IIMC Annual Membership - Gallup
$232.85 Hennepin County City Manager's Connection - Broadway Pizza
12/29/2022 $198.05 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Volk
Total PriceItem Description
$198.05 Facebook ads, Gov Social Media Conference lodging
12/29/2022 $1,686.75 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Goehring
Total PriceItem Description
$1,686.75 Staff training, license renewals
12/29/2022 $199.00 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Riley
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Total PriceItem Description
$199.00 Wheelchair for PCC
12/29/2022 $1,228.56 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Rippe
Total PriceItem Description
$1,228.56 Dog waste bags
12/29/2022 $239.98 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Swartzer
Total PriceItem Description
$239.98 Winter Work Gear
12/29/2022 $375.00 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Coopet
Total PriceItem Description
$375.00 USPCA memberships and narc trial fees (X3)
12/29/2022 $21.21 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv.
F121522-Dorfsman Total PriceItem Description
$21.21 UPS shipping-Investigations
12/29/2022 $565.23 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Johnson
Total PriceItem Description
$34.47 Gas - Holiday - For Alexandria Trip
$22.96 Lunch - McDonalds - Work trip to Alexandria
$48.95 Gas - Casey's - Work Trip to Alexandria
$152.95 Amazon - Metal Detector - Central Middle School
$305.90 Amazon - Metal Detector - East Middle School & High School
12/29/2022 $731.10 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Kuhnly
Total PriceItem Description
$142.50 Sirchie - Evidence Tape - Property Room
$96.15 Uline - Bubble Wrap and Foam Roll - Property Room
$419.22 Office Depot - Shipping Labels - Property Room
$73.23 Evident - Biohazard Labels - Property Room
12/29/2022 $425.11 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Kuklok
Total PriceItem Description
$425.11 Safety fence, 2023 Shot Show C Kuklok & K Schik
12/29/2022 $1,213.78 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Wilson
Total PriceItem Description
$775.00 CLEO and Command-Kuhnly
$53.78 Cake and Water for Retirement
$235.00 JP Nixon Training
$75.00 DMT-G Recert-S Larson
$75.00 DMT-G Recert-Klaes
12/29/2022 $270.25 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Browen
Total PriceItem Description
$270.25 United Rentals Trench Safety Training Lunch
12/29/2022 $233.34 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Keith
Total PriceItem Description
$233.34 Food for plow staff training
12/29/2022 $2,180.00 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Labounty
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Total PriceItem Description
$485.00 City Engineers Conference
$1,695.00 Cartegraph Conference
12/29/2022 $250.00 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Payne
Total PriceItem Description
$250.00 Bituminous plant tester recertification - T Quast
12/29/2022 $641.49 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Stromber
Total PriceItem Description
$641.49 Permit, tools, food for meeting
12/29/2022 $56.84 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Rosemey
Total PriceItem Description
$56.84 Council plaques, office supplies
12/29/2022 $126.34 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Fadden
Total PriceItem Description
$110.37 Chick-Fil-A - Dinner for Investigators called in for Homicide
$15.97 HyVee- Refreshments for Oracle Software Demo with other cities
12/29/2022 $66.57 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Coppa
Total PriceItem Description
$17.19 Caribou Coffee- Coffee for swearing-in
$34.39 Caribou Coffee- Coffee for swearing-in
$14.99 Cub Foods- Food swearing-in
12/29/2022 $2,066.20 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Dreelan
Total PriceItem Description
$184.95 Pub-ed supplies
$52.95 Office planner
$712.50 Public Education supplies
$1,115.80 Station signs/art
12/29/2022 $1,063.99 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Whalen
Total PriceItem Description
$44.99 Amazon - Monique Miller-Francis - Smoke Detector Pole
$673.00 APA - Chloe McGuire - Renew Membership
$48.00 SLUC - Monthly Meeting 1/9/22 - Shawn Drill
$250.00 SLUC -Renew Organization Membership - Planning
$48.00 SLUC -Monthly Meeting - 1/6/22 - Kenny Niemeyer
12/29/2022 $323.04 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Mosack
Total PriceItem Description
$323.04 Rugs for Fitness Studios - PCC
12/29/2022 $556.76 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Parr
Total PriceItem Description
$16.11 Dunkin-Meet & Greet-M Schnitker
$540.65 Int'l Code Council - T Jenkins - Code Books
12/29/2022 $540.74 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Pearson
Total PriceItem Description
$25.98 Amazon- Santa Visits the Sensory Room Backdrops
$150.00 Princess Party Pals- Pirate Penny 11/18/22
$49.50 Target- Office Supplies
$85.83 Target- Santa Visits the Sensory Room Supplies
Page 3 of 52 2/6/2023 16
$37.50 Amazon- Santa Visits the Sensory Room Supplies
$168.00 Alta- 2022 Sponsor Recognition Plaque: State Farm
$10.74 Prime Video- The Grinch Movie for Santa Visits the Sensory Room
$13.19 Target- Santa Visits the Sensory Room Supplies
12/29/2022 $1,563.91 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Reed
Total PriceItem Description
$99.99 External drive for ICAC
$120.79 Covert phones for SIU
$135.60 TLO for INV
$1,207.53 Homicide investigation. Cell , vehicle , GSR shipping
12/29/2022 $2,338.05 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Topp
Total PriceItem Description
$2,338.05 K9 Seminar/Hotel/Flight and USPCA reg
12/29/2022 $221.00 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv.
F121522-Dobmeier Total PriceItem Description
$16.50 MN State Patrol DOT - Decals
$204.50 MN State Patrol DOT - Decals
12/29/2022 $1,212.46 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Krekelbe
Total PriceItem Description
$1,212.46 Service oven - PCC, tower heaters, shovels
12/29/2022 $1,711.55 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Leiseth
Total PriceItem Description
$80.40 Amazon - Trip Lite Extension Cord
$89.14 Amazon - Fiber Cables
$205.29 Azure Professional Services
$111.59 Amazon - Fiber Cables
$61.11 Amazon - Fiber Cables
$24.00 google
$44.97 Amazon - Speakers
$25.99 Amazon - Phone Light Indicator
$32.48 Amazon - Cables
$86.00 Hulu
$750.00 Duo Monthly Maint
$200.58 Azure Professional Services
12/29/2022 $2,716.84 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Baker
Total PriceItem Description
$98.00 EMT certifications
$975.00 On line text books
$325.00 On line text books
$82.03 Training awards
$269.89 Sign Up Genius subscription
$395.96 Conference Hotel
$175.00 Blue Card training
$395.96 Conference Hotel
12/29/2022 $327.41 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv.
F121522-Anderson Total PriceItem Description
$91.81 KA Visa - Amazon - Office Supplies
$28.38 Office supplies
$94.30 KA Visa - Citizens Academy supplies
$66.51 KA Visa - Costco - Retirement
$34.39 KA Visa - Caribou - Retirement
$12.02 KA Visa - Caribou - Interview Meeting
Page 4 of 52 2/6/2023 17
12/29/2022 $159.70 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv.
F121522-Baumann Total PriceItem Description
$100.00 Fuel for 286
$33.25 Relicense 1726 to tax exempt plates
$26.45 Registration of #56 new aerial platform truck & fees
12/29/2022 $1,321.03 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Lauer
Total PriceItem Description
$1,321.03 Pickleball and badminton supplies
12/29/2022 $1,186.92 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Hanson
Total PriceItem Description
$24.79 December 2022 VISA Charges - AH
$69.95 December 2022 VISA Charges - AH
$18.89 December 2022 VISA Charges - AH
$575.35 December 2022 VISA Charges - AH
$215.96 December 2022 VISA Charges - AH
$230.00 December 2022 VISA Charges - AH
$51.98 December 2022 VISA Charges - AH
12/29/2022 $362.72 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Windschi
Total PriceItem Description
$21.98 KUBE Supplies
$81.95 Amazon - Building Supplies
$56.04 Office Supplies
$19.98 Office Supplies
$12.98 Office Supplies
$29.06 Office Supplies
$22.98 Building Supplies
$43.89 Office Supplies
$33.87 Staff Supplies
$39.99 Building Supplies
12/29/2022 $1,725.89 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Fram
Total PriceItem Description
$60.13 Cub Foods - Senior Event Supplies
$847.68 Canteen- Senior Event Supplies
$121.77 Ultimate Events - Veterans Event Supplies
$19.98 Cub Foods - Senior Event Supplies
$410.00 Kidcreate Studio - Youth Art Workshop
$266.33 Costco - Senior Event Supplies
12/29/2022 $3,720.86 Check Date Paid:Amount: EFT Us Bank Visa
12/15/2022Inv. F121522-Hemp
Total PriceItem Description
$16.98 Amazon- Office Supplies
$118.00 Program Supplies
$294.19 Qdoba-Employee Training
$51.95 Amazon-Office Supplies
$15.48 Amazon-Office Supplies
$29.95 Creative Market
$49.34 Amazon-Table Tennis Supplies
$128.22 Amazon-Monitor Mounts
$1,011.49 Amazon-Meeting Owl
$1,519.20 Signs for Tennis Courts
$32.25 Amazon-Table Tennis Supplies
$133.44 Elmer's - Training
$210.76 Soundtrack - Music PCC/Events
$109.61 Flag Store-Flags for MIP
12/29/2022 $2,075.49 Check Date Paid:Amount: EFT Us Bank Visa
Page 5 of 52 2/6/2023 18
12/15/2022Inv. F121522-Yandell
Total PriceItem Description
$1,022.05 Safe Sitter INC: Home Alone and Safe Sitter Supplies
$17.49 Amazon: bleach for sanitizing safety equipment
$276.29 Amazon: Birthday Party supplies for Pool Parties
$38.16 Amazon: Pool Party Supplies
$27.93 Michaels: pool party supplies
$29.00 Michaels: pool supplies
$67.04 Chipotle: food for volunteers for Holiday at the Hilde
$82.80 How Sweet it is: cookies for pool party
$300.00 American Red Cross: LTS enrollment fee
$7.51 Amazon: glow in the dark tattoos for programs
$110.44 Amazon: Pool supplies
$35.98 Staff Training: Brueggers
$37.89 Target: Glow in the dark supplies for pool party
$22.91 Michaels: pool party supplies
01/27/2023 $2,110.37 Check Date Paid:Amount: EFT MN Afscme Council #5
01/27/2023Inv. 2023-00000017
Total PriceItem Description
$1,412.82 01/27/2023 Deduction Maintenance Union Dues
$683.25 01/27/2023 Deduction CTP Union Dues
$14.30 01/27/2023 Deduction AFSCME DUES W/ PEOPLE DED
01/27/2023 $1,089.51 Check Date Paid:Amount: EFT MN Child Support Payment Center
01/27/2023Inv. 2023-00000018
Total PriceItem Description
$173.97 01/27/2023 Deduction Child Support
$173.97 01/27/2023 Deduction Child Support
$610.52 01/27/2023 Deduction Child Support
$131.05 01/27/2023 Deduction Child Support
01/27/2023 $712.50 Check Date Paid:Amount: EFT Plymouth Professional Firefighters MN Local
515901/27/2023Inv. 2023-00000021
Total PriceItem Description
$712.50 01/27/2023 Deduction Firefighter Union Dues
01/27/2023 $30,624.86 Check Date Paid:Amount: EFT BPAS
01/27/2023Inv. 2023-00000012
Total PriceItem Description
$16.86 01/27/2023 Benefit VEBA Contributions for PT EE's
$30,608.00 01/27/2023 Benefit VEBA HRA
01/18/2023 $9,840.60 Check Date Paid:Amount: EFT Metropolitan Council
12/31/2022Inv. F123122
Total PriceItem Description
$9,840.60 Sewer Availability Charges/SAC Dec 2022
01/17/2023 $16,144.00 Check Date Paid:Amount: EFT MN Dept of Revenue
12/31/2022Inv. F011723
Total PriceItem Description
$16,144.00 State, County and Transit tax - Dec 2022
01/18/2023 $2,150.04 Check Date Paid:Amount: EFT MN Dept of Revenue
12/31/2022Inv. F011823
Total PriceItem Description
$2,150.04 Special Fuel Tax - Dec 2022
01/17/2023 $5,000.00 Check Date Paid:Amount: EFT Neopost
01/17/2023Inv. F011723
Total PriceItem Description
$5,000.00 Neopost postage funds transfer
01/17/2023 $1,663.56 Check Date Paid:Amount: EFT Us Bank -Account Analysis & Billing
12/31/2022Inv. F123122
Total PriceItem Description
Page 6 of 52 2/6/2023 19
$1,663.56 Analysis service charge - Dec 2022
01/20/2023 $3,760.41 Check Date Paid:Amount: 155114 BAINEY GROUP THE
01/12/2023Inv. 00344352
Total PriceItem Description
$3,760.41 Refund - Permit - P202209454
01/20/2023 $387.40 Check Date Paid:Amount: 155115 CITY VIEW ELECTRIC INC
01/13/2023Inv. 00344379
Total PriceItem Description
$114.75 Refund - Permit - P202210318
01/13/2023Inv. 00344413
Total PriceItem Description
$272.65 Refund - Permit - P202210097
01/20/2023 $50.72 Check Date Paid:Amount: 155116 HOME DEPOT USA
01/12/2023Inv. 00344337
Total PriceItem Description
$50.72 Refund - Permit - P202209529
01/20/2023 $44.68 Check Date Paid:Amount: 155117 MARSH HEATING AND AIR CONDITIONING
CO INC01/18/2023Inv. 00344508
Total PriceItem Description
$44.68 Refund - Permit - P202300144
01/20/2023 $102.87 Check Date Paid:Amount: 155118 ABM Equipment & Supply LLC
01/05/2023Inv. 0172942IN
Total PriceItem Description
$102.87 Seal-input, seal-wiper - Unit #5021
01/20/2023 $89.91 Check Date Paid:Amount: 155119 Acme Tools
01/04/2023Inv. 10821453
Total PriceItem Description
$89.91 Rechargeable headlamp & work light
01/20/2023 $882.40 Check Date Paid:Amount: 155120 Action Fleet Inc
01/13/2023Inv. I5659
Total PriceItem Description
$791.15 Install antennas for 5G cradlepoint upgrade - #1055
01/13/2023Inv. I5666
Total PriceItem Description
$91.25 Replace passenger side outliner - #1062
01/20/2023 $274.08 Check Date Paid:Amount: 155121 Andy's Lawncare
01/01/2023Inv. 33661
Total PriceItem Description
$274.08 Snow plowing - Jan 2023
01/20/2023 $350.00 Check Date Paid:Amount: 155122 Association of Minnesota Counties
01/17/2023Inv. 13384
Total PriceItem Description
$350.00 2023 MN City/County Facility Association Membership
01/20/2023 $273,027.00 Check Date Paid:Amount: 155123 Bassett Creek Watershed Management
12/14/2022Inv. F121422
Total PriceItem Description
$273,027.00 2023 Member Assessment
01/20/2023 $550.35 Check Date Paid:Amount: 155124 Beaudry Oil & Service, Inc
01/03/2023Inv. 2241034
Total PriceItem Description
$550.35 DEF
01/20/2023 $544.90 Check Date Paid:Amount: 155125 Best Outdoor Services
01/01/2023Inv. 24578
Total PriceItem Description
Page 7 of 52 2/6/2023 20
$544.90 Snow plowing - Jan 2023
01/20/2023 $32.00 Check Date Paid:Amount: 155126 BGS Barna, Guzy & Steffen, Ltd
12/31/2022Inv. 257239
Total PriceItem Description
$32.00 General Employment Law Counseling
01/20/2023 $3,961.00 Check Date Paid:Amount: 155127 Bolton & Menk Consulting Engineers
12/27/2022Inv. 0303989
Total PriceItem Description
$3,961.00 Pedestrian Bridge panels - West Medicine Lk Park Bridge
01/20/2023 $1,244.41 Check Date Paid:Amount: 155128 Boyer Trucks
01/09/2023Inv. 003P32156
Total PriceItem Description
$997.56 Shoe & lining kits - Unit #297
01/13/2023Inv. 003P32408
Total PriceItem Description
$246.85 Oil filters, filter inserts
01/20/2023 $9,752.00 Check Date Paid:Amount: 155129 C & S Blacktopping Inc
01/03/2023Inv. 45505
Total PriceItem Description
$9,752.00 Snow removal for full plow on 12/22
01/20/2023 $639.60 Check Date Paid:Amount: 155130 Canteen Refreshment Services
01/05/2023Inv. MSP60566
Total PriceItem Description
$318.42 Concession supplies - PIC
01/06/2023Inv. MSP60587
Total PriceItem Description
$186.92 Senior Program Supplies
01/10/2023Inv. MSP60793
Total PriceItem Description
$134.26 Concession supplies - PIC
01/20/2023 $976.00 Check Date Paid:Amount: 155131 Carahsoft Technology Corporation
01/10/2023Inv. 36527263INV
Total PriceItem Description
$976.00 OpenRoads SignCAD SELECT Subscription 1/29/23-1/28/24
01/20/2023 $45,991.36 Check Date Paid:Amount: 155132 Centerpoint Energy
01/10/2023Inv. F011023
Total PriceItem Description
$11,568.19 Gas bill acct 117338822
01/11/2023Inv. F011123
Total PriceItem Description
$34,281.61 Gas bill acct 117345066
01/11/2023Inv. F011123-1
Total PriceItem Description
$141.56 Gas bill acct 115318545 - FS3
01/20/2023 $13.60 Check Date Paid:Amount: 155133 Centurylink/Lumen
01/10/2023Inv. F0110239201
Total PriceItem Description
$13.60 Phone Line 763-559-9201
01/20/2023 $49.94 Check Date Paid:Amount: 155134 Chevrolet of Wayzata
01/13/2023Inv. 344405
Total PriceItem Description
$49.94 Harness - #4010
01/20/2023 $180.99 Check Date Paid:Amount: 155135 Cintas Corporation
11/28/2022Inv. 4138693517
Total PriceItem Description
Page 8 of 52 2/6/2023 21
$60.33 Janitorial supplies - PIC
01/03/2023Inv. 4142203313
Total PriceItem Description
$60.33 Janitorial supplies - PIC
01/09/2023Inv. 4142828629
Total PriceItem Description
$60.33 Janitorial supplies - PIC
01/20/2023 $45.85 Check Date Paid:Amount: 155136 Cintas Corporation
12/27/2022Inv. 5138356545
Total PriceItem Description
$45.85 Medical Cabinet Resupply - PW
01/20/2023 $2,382.00 Check Date Paid:Amount: 155137 CNH Architects Inc
12/31/2022Inv. 2605
Total PriceItem Description
$2,382.00 Architecture/Design and Construction Service (remaining PO)
01/20/2023 $534.83 Check Date Paid:Amount: 155138 Comcast
01/05/2023Inv. F010523
Total PriceItem Description
$534.83 Internet/Cable CH, PS, CMCI, PIC, PCC 1/10-2/9/23
01/20/2023 $83,627.41 Check Date Paid:Amount: 155139 Compass Minerals/North American Salt
12/21/2022Inv. 1099397
Total PriceItem Description
$16,663.37 Road salt - 196.92 tons
12/22/2022Inv. 1100762
Total PriceItem Description
$33,313.20 Road salt - 393.68 tons
12/27/2022Inv. 1102257
Total PriceItem Description
$19,780.77 Road salt - 233.76 tons
12/28/2022Inv. 1103047
Total PriceItem Description
$13,817.60 Road salt - 163.29 tons
12/28/2022Inv. 1103054
Total PriceItem Description
$2,046.96 Road salt - 24.19 tons
01/05/2023Inv. 1109647
Total PriceItem Description
($1,994.49)Road salt - credit 23.57 tons
01/20/2023 $90.73 Check Date Paid:Amount: 155140 Cub Foods
01/10/2023Inv. 156
Total PriceItem Description
$36.26 Council meeting supplies
01/13/2023Inv. 68
Total PriceItem Description
$54.47 Cleaning supplies - CWP
01/20/2023 $452.63 Check Date Paid:Amount: 155141 Dalco
12/22/2022Inv. 4025585
Total PriceItem Description
$452.63 Enmotion roll towel, toilet tissue
01/20/2023 $184.45 Check Date Paid:Amount: 155142 ECM Publishers Inc
01/05/2023Inv. 927810
Total PriceItem Description
$107.10 Publication - Jan 18 PH Hampton Companies
01/05/2023Inv. 927811
Total PriceItem Description
$77.35 Publication - Jan 18 PH Honeywell
Page 9 of 52 2/6/2023 22
01/20/2023 $26,407.00 Check Date Paid:Amount: 155143 Egan Company
12/27/2022Inv. SVC0000123557
Total PriceItem Description
$26,407.00 Elevator and stairwell heating/cooling system
01/20/2023 $2,642.50 Check Date Paid:Amount: 155144 Ehlers & Associates Inc
10/10/2022Inv. 92075
Total PriceItem Description
$130.00 Four Seasons Mall Redevelopment thru 9/30/22
10/10/2022Inv. 92076
Total PriceItem Description
$412.50 General TIF Consulting 9/30/22
10/10/2022Inv. 92077
Total PriceItem Description
$450.00 Wellington Redevelopment thru 9/30/22
12/09/2022Inv. 92616
Total PriceItem Description
$1,650.00 Wellington Redevelopment thru 11/30/22
01/20/2023 $30,740.14 Check Date Paid:Amount: 155145 Elm Creek Watershed Mgmt Comm
12/21/2022Inv. 302
Total PriceItem Description
$30,740.14 2023 Member Assessment
01/20/2023 $6,075.00 Check Date Paid:Amount: 155146 Elm Creek Watershed Mgmt Comm
01/11/2023Inv. F011123
Total PriceItem Description
$6,075.00 Elm Creek Watershed Permit Review
01/20/2023 $2,060.00 Check Date Paid:Amount: 155147 Kelly Energy Management Solutions Inc
01/02/2023Inv. 10555
Total PriceItem Description
$2,060.00 Energy Management Consulting - Dec 2022
01/20/2023 $14,973.60 Check Date Paid:Amount: 155148 Enterprise Fm Trust
01/05/2023Inv. 2714
Total PriceItem Description
$869.06 Unit 59 Ford Expedition
$576.62 Unit 1743 Chevy Traverse
$498.32 Unit 1735 Chevy Traverse
$493.94 Unit 1738 Chevy Traverse
$498.32 Unit 1737 Chevy Traverse
$478.15 Unit 1736 Ford Escape
$698.09 Unit 1740 Ford F250
$498.32 Unit 1734 Chevy Traverse
$976.67 Unit 1078 Ford Squad
$989.32 Unit 1079 Ford Squad
$967.64 Unit 1074 Ford Squad
$2,100.28 Unit 1076 Ford Squad
$972.86 Unit 1075 Ford Squad
$970.65 Unit 1073 Ford Squad
$978.68 Unit 1077 Ford Squad
$485.70 Unit 1741 Ford Escape
$517.63 Unit 1742 Ford Escape
$749.96 Unit 1733 Chevy Tahoe
$653.39 Unit 1739 Chrysler Voyager
01/20/2023 $442,829.93 Check Date Paid:Amount: 155149 Eureka Construction Inc
01/11/2023Inv. 8
Total PriceItem Description
$442,829.93 County Road 47 Phase 1 - 12/31/22
01/20/2023 $22,050.00 Check Date Paid:Amount: 155150 Everbridge
12/31/2022Inv. M73839
Total PriceItem Description
Page 10 of 52 2/6/2023 23
$22,050.00 Everbridge Maintenance 2/17/23 - 2/16/24
01/20/2023 $333.41 Check Date Paid:Amount: 155151 Factory Motor Parts Co
01/13/2023Inv. 128157851
Total PriceItem Description
$3.52 Lube filter - stock
01/13/2023Inv. 159078291
Total PriceItem Description
$22.97 Cartridge lube filter - stock
01/03/2023Inv. 18275412
Total PriceItem Description
$44.49 Lube filter - stock
01/03/2023Inv. 18275430
Total PriceItem Description
$53.73 Fuel water separator - stock
01/05/2023Inv. 18280212
Total PriceItem Description
$25.08 Wiper blades - stock
01/12/2023Inv. 18298967
Total PriceItem Description
$60.28 Lube filters - stock
01/12/2023Inv. 18300190
Total PriceItem Description
$46.68 Lube filters
01/13/2023Inv. 18301608
Total PriceItem Description
$24.09 Fuel water separator
01/13/2023Inv. 19899552
Total PriceItem Description
$45.94 Cartridge lube filters
01/09/2023Inv. 70511031
Total PriceItem Description
($463.28)Returned wrong batteries #375
01/04/2023Inv. 70511795
Total PriceItem Description
$32.27 Upper intake manifold gas, spark plugs - stock
01/05/2023Inv. 70511876
Total PriceItem Description
$21.60 Headlamp - stock
01/05/2023Inv. 70511904
Total PriceItem Description
$40.08 Nitrile gloves
01/09/2023Inv. 70511905
Total PriceItem Description
($53.73)Returned wrong filter
01/06/2023Inv. 70512039
Total PriceItem Description
$96.60 Multi purpose grease
01/09/2023Inv. 70512153
Total PriceItem Description
$106.52 Transmission fluid & filter - stock
01/09/2023Inv. 70512168
Total PriceItem Description
$116.89 Battery - #4005
01/12/2023Inv. 70512672
Total PriceItem Description
$36.80 Screen assembly - stock
01/13/2023Inv. 70512720
Total PriceItem Description
$20.87 Radial seal outer air, lube filters
Page 11 of 52 2/6/2023 24
01/13/2023Inv. 70512734
Total PriceItem Description
$10.56 Lube filters - stock
01/13/2023Inv. 70512740
Total PriceItem Description
$7.04 Lube filters - stock
01/13/2023Inv. 70512769
Total PriceItem Description
$6.50 Oil filters
01/13/2023Inv. 70512777
Total PriceItem Description
$14.08 Oil filters - stock
01/13/2023Inv. 74304291
Total PriceItem Description
$13.83 Radial seal outer air
01/20/2023 $1,341.07 Check Date Paid:Amount: 155152 Ferguson Waterworks
01/10/2023Inv. 0506899
Total PriceItem Description
$1,341.07 Magnetic Locator
01/20/2023 $1,069.94 Check Date Paid:Amount: 155153 Greenway Lawn Maintenance Inc
01/01/2023Inv. F010123
Total PriceItem Description
$1,069.94 Snow plowing - Jan 2023
01/20/2023 $6,634.73 Check Date Paid:Amount: 155154 Guardian Fleet Safety, LLC
12/02/2022Inv. 220923
Total PriceItem Description
$6,634.73 New Vehicle Setup for 1742, strip #1726
01/20/2023 $1,240.31 Check Date Paid:Amount: 155155 Hamel Lumber Inc
12/08/2022Inv. 153296
Total PriceItem Description
$424.44 Lumber
12/19/2022Inv. 153357
Total PriceItem Description
$658.56 Brackets, nuts, bolts, plate screws
12/28/2022Inv. 153394
Total PriceItem Description
$112.32 Mail box, screws
12/29/2022Inv. 153401
Total PriceItem Description
$44.99 Mailbox, base boards
01/20/2023 $295.00 Check Date Paid:Amount: 155156 Hawkins Ash CPAs LLP
01/06/2023Inv. 3168832
Total PriceItem Description
$295.00 Monthly Accounting Services 12/31/22 - Plymouth HRA
01/20/2023 $488.14 Check Date Paid:Amount: 155157 Hennepin County Treasurer
12/31/2022Inv. 1000196831
Total PriceItem Description
$488.14 Solid waste - Parks - Dec 2022
01/20/2023 $203.49 Check Date Paid:Amount: 155158 Home Depot
01/12/2023Inv. 0011520
Total PriceItem Description
$177.19 Ear muffs, screwdriver, pliers, torch, tote - CWP
01/09/2023Inv. 3010910
Total PriceItem Description
$10.97 Caulk gun
01/06/2023Inv. 6010451
Page 12 of 52 2/6/2023 25
Total PriceItem Description
$15.33 Shims, fasteners
01/20/2023 $2,558.63 Check Date Paid:Amount: 155159 Home Line
01/11/2023Inv. F011123
Total PriceItem Description
$2,558.63 CDBG 2022 Q2 Invoice - Homeline - 10/1/22-12/31/22
01/20/2023 $107.49 Check Date Paid:Amount: 155160 Indelco
01/04/2023Inv. INV370767
Total PriceItem Description
$107.49 PVC adj spring, elbow, hose, bushing, air vent
01/20/2023 $43,771.85 Check Date Paid:Amount: 155161 JACON LLC
01/17/2023Inv. 2
Total PriceItem Description
$43,771.85 Maple Creek Drainage Improvement Project 12/31/22
01/20/2023 $306.00 Check Date Paid:Amount: 155162 Kidcreate Studio
01/13/2023Inv. 16442283
Total PriceItem Description
$306.00 Art workshops
01/20/2023 $1,183.27 Check Date Paid:Amount: 155163 Kris Engineering Inc
01/12/2023Inv. 37681
Total PriceItem Description
$1,183.27 Curb bumper, straps, back support, wear button #216 & #5959
01/20/2023 $2,917.91 Check Date Paid:Amount: 155164 Lano Equipment Inc
01/04/2023Inv. 03966609
Total PriceItem Description
$48.55 Belt drive - Unit #5034
01/04/2023Inv. 03966611
Total PriceItem Description
$279.58 Idler Mirco-V - Unit #5034
01/10/2023Inv. 03968138
Total PriceItem Description
$220.83 Cutting edge - stock, coupler - #5027
01/10/2023Inv. 03968249
Total PriceItem Description
$949.00 Toro power clear - #7009
01/13/2023Inv. 03969065
Total PriceItem Description
$19.96 Toro primer bulb
01/13/2023Inv. 03969066
Total PriceItem Description
$1,399.99 Stihl cut off saw - Unit #3096
01/20/2023 $3,333.33 Check Date Paid:Amount: 155165 Lockridge Grindal Nauen P.L.L.P
01/01/2023Inv. 18016
Total PriceItem Description
$3,333.33 Legal Services for Lobbying Jan 2023
01/20/2023 $1,025.88 Check Date Paid:Amount: 155166 LRS Portables, LLC/Jimmy's Johnnys
01/12/2023Inv. MP216621
Total PriceItem Description
$1,025.88 Portable toilet rent - 12/11 - 1/12/22
01/20/2023 $2,490.25 Check Date Paid:Amount: 155167 M R Sign Co Inc
12/30/2022Inv. 218743
Total PriceItem Description
$2,490.25 Street sign bracket assembly
01/20/2023 $15,200.00 Check Date Paid:Amount: 155168 Magic Turf Inc.
01/06/2023Inv. 17321
Page 13 of 52 2/6/2023 26
Total PriceItem Description
$15,200.00 Snow removal for Jan 4&5
01/20/2023 $461.30 Check Date Paid:Amount: 155169 Merchology LLC
12/08/2022Inv. 300583
Total PriceItem Description
$461.30 Pullover sweatshirts - PCC
01/20/2023 $231.00 Check Date Paid:Amount: 155170 Metro Products Inc
01/10/2023Inv. 171423
Total PriceItem Description
$231.00 Various Fasteners
01/20/2023 $614,309.56 Check Date Paid:Amount: 155171 Metropolitan Council
01/09/2023Inv. 0001150280
Total PriceItem Description
$614,309.56 Sewer charges for February 2023
01/20/2023 $644.73 Check Date Paid:Amount: 155172 Mettler-Toledo LLC
12/30/2022Inv. 655119189
Total PriceItem Description
$644.73 Calibrate manufacturer annex, calibrate CTR, preventive maint
01/20/2023 $468.48 Check Date Paid:Amount: 155173 Midwest Machinery Co.
01/17/2023Inv. 9471303
Total PriceItem Description
$468.48 Cutting edge, wear plates - stock
01/20/2023 $3,025.00 Check Date Paid:Amount: 155174 Minnesota Chiefs of Police Association/Mcpa
01/12/2023Inv. 14137
Total PriceItem Description
$3,025.00 ETI Conference - Fadden, Kuhnly, Anderson, Reed, Topp
01/20/2023 $1,898.65 Check Date Paid:Amount: 155175 Minnesota Cricket Association
01/18/2023Inv. F011823
Total PriceItem Description
$672.75 Fall 1 2022 Session Youth Cricket Assn
01/18/2023Inv. F011823-1
Total PriceItem Description
$1,225.90 Fall 2 2022 Session Youth Cricket Assn
01/20/2023 $260.00 Check Date Paid:Amount: 155176 Minnesota Erosion Control Assoc/Meca
01/13/2023Inv. F011323
Total PriceItem Description
$260.00 2023 MECA Conference - B Sharenbroich
01/20/2023 $325.00 Check Date Paid:Amount: 155177 Minnesota Recreation & Park Assoc/Mrpa
01/06/2023Inv. 10623
Total PriceItem Description
$125.00 Job Posting - Office Support Representative
01/06/2023Inv. 10626
Total PriceItem Description
$200.00 Job Postings - Recreation Supervisor, Playground Positions
01/20/2023 $54,235.83 Check Date Paid:Amount: 155178 MN Dept of Natural Resources
01/09/2023Inv. F010923
Total PriceItem Description
$54,235.83 2022 Water Permit & Summer Surcharge
01/20/2023 $1,100.00 Check Date Paid:Amount: 155179 MN Rural Water Association/Mrwa
01/17/2023Inv. F011723
Total PriceItem Description
$1,100.00 Annual Water & Wastewater Tech Conference - 4 employees
01/20/2023 $367.20 Check Date Paid:Amount: 155180 Motorola Solutions Inc
01/09/2023Inv. 8281544602
Page 14 of 52 2/6/2023 27
Total PriceItem Description
$216.00 Fire/Base radio system for F2 (StateContract#20927)
01/09/2023Inv. 8281544605
Total PriceItem Description
$151.20 Fire/base radio sytstem F3 (State Contract 20927)
01/20/2023 $10,500.00 Check Date Paid:Amount: 155181 Municipal Legislative Commission
01/06/2023Inv. 202313
Total PriceItem Description
$10,500.00 2023 MLC Member Dues
01/20/2023 $304.75 Check Date Paid:Amount: 155182 Napa Genuine Auto Parts Co
12/29/2022Inv. 2349820255
Total PriceItem Description
$35.66 Bearing cone, bearing - #5021
01/04/2023Inv. 2349820879
Total PriceItem Description
$60.00 Winter wiper blades - stock
01/10/2023Inv. 2349821537
Total PriceItem Description
$27.12 Snow brushes
01/12/2023Inv. 2349821829
Total PriceItem Description
$165.16 Windshield washer fluid
01/13/2023Inv. 2349821911
Total PriceItem Description
$52.47 Clear silicone
01/13/2023Inv. 2349821912
Total PriceItem Description
($35.66)Bearing cone, bearing - #5021, credit invoice #2349820255
01/20/2023 $953.00 Check Date Paid:Amount: 155183 North Memorial Ems Education
10/31/2022Inv. F103122
Total PriceItem Description
$953.00 Medical Fees - A Waidlich
01/20/2023 $156.79 Check Date Paid:Amount: 155184 Northwest Family Physicians
12/06/2022Inv. F120622
Total PriceItem Description
$156.79 Medical Fees - A Waidlich
01/20/2023 $692.25 Check Date Paid:Amount: 155185 Nuss Truck And Equipment
01/11/2023Inv. 4735861P
Total PriceItem Description
$692.25 Level sensor - Unit #298
01/20/2023 $592.71 Check Date Paid:Amount: 155186 Office Depot
01/10/2023Inv. 282789630001
Total PriceItem Description
$6.79 Dry erase markers
01/09/2023Inv. 282791107001
Total PriceItem Description
$205.94 Laminator, scissors, tape
01/09/2023Inv. 282791127001
Total PriceItem Description
$8.87 Dry erase sheets
01/04/2023Inv. 284823314001
Total PriceItem Description
$16.43 Batteries
01/06/2023Inv. 285418898001
Total PriceItem Description
$55.59 Thermal pouches, note pads, inkroll
01/10/2023Inv. 286299135001
Page 15 of 52 2/6/2023 28
Total PriceItem Description
$161.40 Surge protectors
01/09/2023Inv. 286575099001
Total PriceItem Description
$52.10 Shop ticket holders, post-its
01/11/2023Inv. 287286325001
Total PriceItem Description
$85.59 Disinfecting wipes, whiteboard
01/20/2023 $185.00 Check Date Paid:Amount: 155187 Office Greens, LLC
09/30/2022Inv. 7420
Total PriceItem Description
$185.00 Interior Plant Leasing - CH 9/30/22
01/20/2023 $107.88 Check Date Paid:Amount: 155188 Office of MN It Services
01/11/2023Inv. DV22120447
Total PriceItem Description
$107.88 Router/CSU for CJDN Dec 2022
01/20/2023 $4,518.00 Check Date Paid:Amount: 155189 Ostvig Tree, Inc.
01/09/2023Inv. 4054
Total PriceItem Description
$1,308.00 Tree removal - 16710 24th Ave N
01/03/2023Inv. 4785
Total PriceItem Description
$770.00 Tree removal - 16545 52nd Ave N, Prairie Ponds
12/28/2022Inv. 4824
Total PriceItem Description
$2,440.00 Tree removal - 18862 42nd Ave N
01/20/2023 $91.32 Check Date Paid:Amount: 155190 Oxygen Service Company
01/17/2023Inv. 0008598088
Total PriceItem Description
$91.32 Medical Oxygen Refill - PS
01/20/2023 $108.92 Check Date Paid:Amount: 155191 Pauly Enterprises Inc / Plymouth Tire & Auto
Cente01/10/2023Inv. 318690
Total PriceItem Description
$108.92 Alignment - Unit #1720
01/20/2023 $50.00 Check Date Paid:Amount: 155192 Personnel Evaluation Inc
12/31/2022Inv. 46550
Total PriceItem Description
$50.00 PEP Billing - Dec 2022
01/20/2023 $153.04 Check Date Paid:Amount: 155193 Pirtek
01/17/2023Inv. PLT00013893
Total PriceItem Description
$153.04 Assembly kit - #2071
01/20/2023 $95.00 Check Date Paid:Amount: 155194 Plymouth Automotive Inc.
01/06/2023Inv. 2221784
Total PriceItem Description
$95.00 Tow - Police case
01/20/2023 $290.00 Check Date Paid:Amount: 155195 Postmaster
01/18/2023Inv. 202393
Total PriceItem Description
$290.00 Bulk Postage permit 1889 renewal - 2023
01/20/2023 $69,342.13 Check Date Paid:Amount: 155196 Presidio Networked Solutions Group LLC
09/22/2022Inv. 6013522011409
Total PriceItem Description
$11,152.22 Office Maintenance July 2022
10/11/2022Inv. 6013522012337
Page 16 of 52 2/6/2023 29
Total PriceItem Description
$11,135.10 Office Maintenance August 2022
10/11/2022Inv. 6013522012338
Total PriceItem Description
$11,134.47 Office Maintenance September 2022
11/30/2022Inv. 6013522014602
Total PriceItem Description
$12,188.89 Office Maintenance October 2022
12/31/2022Inv. 6013522015860
Total PriceItem Description
$12,188.89 Office Maintenance November 2022
01/05/2023Inv. 6013523000077
Total PriceItem Description
$11,542.56 Hardware Maintenance Phone and Misc Switches
01/20/2023 $149.30 Check Date Paid:Amount: 155197 Proscape Maintenance Inc
01/01/2023Inv. 3000
Total PriceItem Description
$149.30 Snow plowing - Dec 2022
01/20/2023 $12,184.35 Check Date Paid:Amount: 155198 R&R Specialties of Wisconsin Inc
01/09/2023Inv. 0077784IN
Total PriceItem Description
$12,184.35 Replacement Rink A Zamboni Batteries (All Cells)
01/20/2023 $60.00 Check Date Paid:Amount: 155199 Real Time Translations Inc/Rtt
01/03/2023Inv. 116419
Total PriceItem Description
$60.00 Minutes - Dec 2022
01/20/2023 $1,529.94 Check Date Paid:Amount: 155200 RideCO US Inc.
12/31/2022Inv. 2022420
Total PriceItem Description
$1,529.94 Transit On-Demand software Monthly Fees
01/20/2023 $117,220.27 Check Date Paid:Amount: 155201 RJM Construction LLC
12/31/2022Inv. 2052006923
Total PriceItem Description
$117,220.27 Construction/CM of Fire Stations 2/3 - 12/31/22
01/20/2023 $2,542.15 Check Date Paid:Amount: 155202 Safe Fast
12/31/2022Inv. INV270628
Total PriceItem Description
$2,542.15 Hoodies
01/20/2023 $93.21 Check Date Paid:Amount: 155203 Saltco Msp LLC
01/10/2023Inv. 101006
Total PriceItem Description
$93.21 Solar salt - PIC
01/20/2023 $100.00 Check Date Paid:Amount: 155204 David Schlueter
01/10/2023Inv. F011023
Total PriceItem Description
$100.00 Antiques Class 1/25/23
01/20/2023 $58,495.26 Check Date Paid:Amount: 155205 Shingle Creek Watershed Mngmnt
Commission12/21/2022Inv. 316
Total PriceItem Description
$58,495.26 2023 Member Assessment
01/20/2023 $400.00 Check Date Paid:Amount: 155206 Jeremy Stephens
01/11/2023Inv. 10123
Total PriceItem Description
$400.00 Chaplain Services Dec 2022
01/20/2023 $542.98 Check Date Paid:Amount: 155207 Streicher's Inc
Page 17 of 52 2/6/2023 30
01/03/2023Inv. I1608889
Total PriceItem Description
$13.99 Mini mace - Whiteford
01/13/2023Inv. I1611044
Total PriceItem Description
$528.99 Gas mask
01/20/2023 $106,564.36 Check Date Paid:Amount: 155208 Sunram Construction Inc
01/05/2023Inv. F010523
Total PriceItem Description
$106,564.36 West Med Bridge Abutments 1/5/23
01/20/2023 $1,245.20 Check Date Paid:Amount: 155209 Total Control Systems Inc
01/10/2023Inv. 10516
Total PriceItem Description
$1,245.20 Changed transducer - Well #13
01/20/2023 $2,134.00 Check Date Paid:Amount: 155210 Tyler Technologies Inc
01/17/2023Inv. 3044
Total PriceItem Description
$2,134.00 Tyler Connect Conference - A Rich, N Milavitz
01/20/2023 $2,312.50 Check Date Paid:Amount: 155211 U.S. Casino Rentals LLC
01/20/2023Inv. 2021759
Total PriceItem Description
$2,312.50 Casino Party Services
01/20/2023 $348.48 Check Date Paid:Amount: 155212 Unifirst Corporation
01/04/2023Inv. 0900741146
Total PriceItem Description
$348.48 Uniform rental/laundry/rugs
01/20/2023 $464.80 Check Date Paid:Amount: 155213 Unique Paving Materials Corp
01/13/2023Inv. 71203
Total PriceItem Description
$464.80 Asphalt patching cold mix
01/20/2023 $592.30 Check Date Paid:Amount: 155214 USA Bluebook
12/20/2022Inv. 211078
Total PriceItem Description
$286.29 Chevron Regal R&O Oil
12/21/2022Inv. 212549
Total PriceItem Description
$306.01 Wipers, ascorbic acid powder, chlorine swiftest
01/20/2023 $3,500.00 Check Date Paid:Amount: 155215 Veritone, Inc.
01/01/2023Inv. 279099
Total PriceItem Description
$3,500.00 Redact application 1/1 - 12/31/23
01/20/2023 $18,210.00 Check Date Paid:Amount: 155216 Vigilant Solutions, LLC
01/10/2023Inv. 50288RI
Total PriceItem Description
$18,210.00 Three quick deploy LPR and annual subscription
01/20/2023 $1,700.00 Check Date Paid:Amount: 155217 Warner's Stellian Co Inc
01/03/2023Inv. INV392049
Total PriceItem Description
$1,700.00 Fire Station 2 and 3 appliances
01/20/2023 $875.41 Check Date Paid:Amount: 155218 The Watson Company
01/12/2023Inv. 131163
Total PriceItem Description
$875.41 Concession supplies - PIC
01/20/2023 $60.00 Check Date Paid:Amount: 155219 Nickie Welsh
Page 18 of 52 2/6/2023 31
01/10/2023Inv. 1180
Total PriceItem Description
$45.00 Podcasts for Beginners
01/12/2023Inv. 1186
Total PriceItem Description
$15.00 Social Media for Business 1/12/23
01/20/2023 $14,270.23 Check Date Paid:Amount: 155220 Wright-Henn Elec. Co.
01/10/2023Inv. F011023
Total PriceItem Description
$14,270.23 Residential Streetlights, LS, Parks, Transit, Traffic - Dec 2022
01/20/2023 $57,719.66 Check Date Paid:Amount: 155221 Xcel Energy
01/05/2023Inv. 810589630
Total PriceItem Description
$210.13 Storm Water Acct 5100786236
01/05/2023Inv. 810881718
Total PriceItem Description
$34.85 City Parks Acct 5100132180938
01/06/2023Inv. 811133264
Total PriceItem Description
$91.33 Electric acct 5100134670071
01/09/2023Inv. 811248050
Total PriceItem Description
$47,553.54 Wells & WTP's Acct 5146520754
01/09/2023Inv. 811267879
Total PriceItem Description
$6,457.01 Lift Stations Acct 5152031200
01/10/2023Inv. 811474525
Total PriceItem Description
$3,261.15 Bus Shelters Acct 5159372579
01/11/2023Inv. 811666699
Total PriceItem Description
$111.65 Civil Defense Sirens Acct 5155270998
01/20/2023 $23.03 Check Date Paid:Amount: 155222 ASL Interpreting Services, Inc
01/16/2023Inv. 2300638
Total PriceItem Description
$23.03 Interpreting Services 12/8/22
01/20/2023 $2,497.50 Check Date Paid:Amount: 155223 Law Enforce Labor Services Inc / LELS
01/13/2023Inv. 2023-00000005
Total PriceItem Description
$438.75 01/13/2023 Deduction SGT Union Dues
$1,957.50 01/13/2023 Deduction Police Union Dues
$101.25 01/13/2023 Deduction Captain Union Dues
01/20/2023 $73.00 Check Date Paid:Amount: 155224 Marten, Kyle
01/13/2023Inv. F011323
Total PriceItem Description
$73.00 Electrical License Renewal
01/20/2023 $11.94 Check Date Paid:Amount: 155225 Kenny Niemeyer
01/10/2023Inv. F011123
Total PriceItem Description
$11.94 Mileage reimbursement 1/10/23
01/27/2023 $100.00 Check Date Paid:Amount: 155237 * Shingle Creek Watershed Management
Commission01/24/2023Inv. Import - 15625
Total PriceItem Description
$100.00 Park and Rec Refund
01/27/2023 $60.00 Check Date Paid:Amount: 155238 Anusha Yalamanchili
01/24/2023Inv. Import - 15626
Page 19 of 52 2/6/2023 32
Total PriceItem Description
$60.00 Park and Rec Refund
01/27/2023 $130.00 Check Date Paid:Amount: 155239 CENTERPOINT ENERGY MINNEGASCO
01/25/2023Inv. 00344685
Total PriceItem Description
$130.00 Refund - Permit - P202208843
01/27/2023 $548.88 Check Date Paid:Amount: 155240 PELLA NORTHLAND
01/26/2023Inv. 00344701
Total PriceItem Description
$548.88 Refund - Permit - P202206323
01/27/2023 $98.00 Check Date Paid:Amount: 155241 Rachel Bandy
01/23/2023Inv. Import - 15624
Total PriceItem Description
$98.00 Park and Rec Refund
01/27/2023 $877.72 Check Date Paid:Amount: 155242 ABM Equipment & Supply LLC
01/18/2023Inv. 0173070IN
Total PriceItem Description
$436.59 Output oil seal - #5021
01/18/2023Inv. 0173072IN
Total PriceItem Description
$441.13 Master cylinder - #5020
01/27/2023 $185.00 Check Date Paid:Amount: 155243 Ace Lock & Safe Co Inc
01/05/2023Inv. A104148
Total PriceItem Description
$185.00 Change code on trilogy - PS
01/27/2023 $249.00 Check Date Paid:Amount: 155244 Acme Tools
01/09/2023Inv. 10834848
Total PriceItem Description
$249.00 Milwaukee M18 high output battery pack
01/27/2023 $346.50 Check Date Paid:Amount: 155245 Across The Street Productions/Blue Card
01/17/2023Inv. INV13502
Total PriceItem Description
$346.50 Blue Card On-line training - Allard
01/27/2023 $895.41 Check Date Paid:Amount: 155246 Action Fleet Inc
01/11/2023Inv. I5653
Total PriceItem Description
$296.41 Antenna & line Kit, misc parts and labor - BC-3
01/13/2023Inv. I5664
Total PriceItem Description
$400.00 Radio removal - L31
01/18/2023Inv. I5677
Total PriceItem Description
$199.00 Tactical ironweave w/iron band black 2020+ utility - #1059
01/27/2023 $4,648.50 Check Date Paid:Amount: 155247 Advanced Engineering & Environmental
Services Ae2s01/10/2023Inv. 84940
Total PriceItem Description
$645.00 Plymouth Water Model Distribution 12-30-22
01/10/2023Inv. 84941
Total PriceItem Description
$4,003.50 Prudential Site - Water Modeling Assistance 12/30/22
01/27/2023 $2,490.57 Check Date Paid:Amount: 155248 Alex Air Apparatus Inc
01/09/2023Inv. 6341
Total PriceItem Description
$830.19 Annual Compressor Service
01/09/2023Inv. 6342
Page 20 of 52 2/6/2023 33
Total PriceItem Description
$830.19 Annual Compressor Service
01/09/2023Inv. 6343
Total PriceItem Description
$830.19 Annual Compressor Service FS3
01/27/2023 $8,080.00 Check Date Paid:Amount: 155249 Alliant Engineering Inc
01/16/2023Inv. 72994
Total PriceItem Description
$8,080.00 Nathan Ln Area Traffic Safety Study
01/27/2023 $404.80 Check Date Paid:Amount: 155250 Ancom Communications Inc
01/17/2023Inv. 112630
Total PriceItem Description
$404.80 SL300 Single Unit Charger
01/27/2023 $3,367.96 Check Date Paid:Amount: 155251 Aspen Mills
10/17/2022Inv. 302253
Total PriceItem Description
$134.85 Body Armor alteration - B Jeska
11/15/2022Inv. 303979
Total PriceItem Description
$296.11 Pants, polo, t-shirts, shorts, belt, cap - S Chismar
01/06/2023Inv. 306671
Total PriceItem Description
$104.35 Polo, t-shirts - J McCurdy
01/06/2023Inv. 306672
Total PriceItem Description
$809.17 Polo, fleece, jacket, cap, boot, pant - R Williams
01/06/2023Inv. 306673
Total PriceItem Description
$314.62 Polo, fleece, tee, short, - M Anderson
01/06/2023Inv. 306674
Total PriceItem Description
$819.17 Polo, fleece, jacket, cap, pant, belt, boot - M Rohloff
01/13/2023Inv. 307079
Total PriceItem Description
$604.88 Tee, fleece, shorts, jacket - J Hortenbach
01/13/2023Inv. 307080
Total PriceItem Description
$89.10 Name tags
01/13/2023Inv. 307081
Total PriceItem Description
$42.70 Caps - M Rohloff
01/13/2023Inv. 307082
Total PriceItem Description
$16.35 Cap - R Williams
01/13/2023Inv. 307083
Total PriceItem Description
$18.85 Cap - J Friese
01/13/2023Inv. 307084
Total PriceItem Description
$117.81 Tees, shorts, cap - K Wolfe
01/27/2023 $216.04 Check Date Paid:Amount: 155252 Astleford International Trucks
01/17/2023Inv. 01P90333
Total PriceItem Description
$216.04 Strap fuel tank, lining - Unit #2009
01/27/2023 $36,170.00 Check Date Paid:Amount: 155253 B's Lawn & Landscapes / Lee Brown
01/09/2023Inv. 3398
Total PriceItem Description
Page 21 of 52 2/6/2023 34
$36,170.00 Snow removal 1/4-1/5/23
01/27/2023 $1,709.28 Check Date Paid:Amount: 155254 Barnum Gate Services, Inc.
01/12/2023Inv. 35525
Total PriceItem Description
$1,709.28 Repair slide gate G5
01/27/2023 $423.50 Check Date Paid:Amount: 155255 Benefit Extras, Inc.
01/09/2023Inv. 112925
Total PriceItem Description
$423.50 Cobra & Retiree Admin Fee Dec 2022
01/27/2023 $7,406.00 Check Date Paid:Amount: 155256 Berkley Risk Administrators Co
12/28/2022Inv. 1433127
Total PriceItem Description
$7,406.00 Workers' Comp Admin Services Q4 2022
01/27/2023 $150.00 Check Date Paid:Amount: 155257 Bio-Tec Emergency Services, LLC
01/17/2023Inv. 133645
Total PriceItem Description
$150.00 Squad decontamination - #1061
01/27/2023 $839.00 Check Date Paid:Amount: 155258 Bmi/Broadcast Music Inc
01/02/2023Inv. 46029613
Total PriceItem Description
$839.00 Annual Music License Fee 2023
01/27/2023 $1,400.00 Check Date Paid:Amount: 155259 Bolton & Menk Consulting Engineers
12/30/2022Inv. 0305406
Total PriceItem Description
$1,400.00 Water Resources Illicit Discharge Training
01/27/2023 $3,531.50 Check Date Paid:Amount: 155260 Braun Intertec Corporation
01/19/2023Inv. B326496
Total PriceItem Description
$2,539.00 Nathan Ln Area Pavement Rehab - 12/31/22
01/19/2023Inv. B326497
Total PriceItem Description
$992.50 Geotechnical Evaluation - 2023 Pavement Rehab 12/31/22
01/27/2023 $18,218.00 Check Date Paid:Amount: 155261 C & S Blacktopping Inc
01/11/2023Inv. 45513
Total PriceItem Description
$18,218.00 Snow removal for Jan 4&5
01/27/2023 $544.06 Check Date Paid:Amount: 155262 Camfil USA, Inc.
12/29/2022Inv. 30355669
Total PriceItem Description
$544.06 Filters
01/27/2023 $41,038.73 Check Date Paid:Amount: 155263 Campbell Knutson Prof Assoc
12/31/2022Inv. F123122
Total PriceItem Description
$10,857.15 General Routine Legal - December 2022
$27,445.00 General Routine Legal - December 2022 - Legal Retainer
$399.08 General Routine Legal - December 2022 - Criminal Prosecution
$68.00 General Routine Legal - December 2022 - HRA CDBG
$2,269.50 General Routine Legal - December 2022 - ST230002
01/27/2023 $400.19 Check Date Paid:Amount: 155264 Canteen Refreshment Services
01/20/2023Inv. MSP61180
Total PriceItem Description
$400.19 Concession supplies - PIC
01/27/2023 $2,952.00 Check Date Paid:Amount: 155265 Canvas Solutions Inc
01/18/2023Inv. INV00118284
Page 22 of 52 2/6/2023 35
Total PriceItem Description
$2,952.00 Canvas maintenance 1/18/23 - 1/17/24
01/27/2023 $18,204.73 Check Date Paid:Amount: 155266 CDW Government Inc
01/11/2023Inv. GC45338
Total PriceItem Description
$58.75 HP Z2 SFF DVDWR
01/12/2023Inv. GC54596
Total PriceItem Description
$2,074.47 LVO X13Y G3 I7-1255U 256/16 W11DG
01/12/2023Inv. GC54597
Total PriceItem Description
$2,074.47 LVO X13Y G3 I7-1255U 256/16 W11DG
01/12/2023Inv. GC54600
Total PriceItem Description
$2,074.47 LVO X13Y G3 I7-1255U 256/16 W11DG
01/12/2023Inv. GD03483
Total PriceItem Description
$196.90 HP SB ZTURBO
01/13/2023Inv. GD59703
Total PriceItem Description
$8,243.18 apple Ipad 10.9" 256 GB w/verizon
01/16/2023Inv. GD87590
Total PriceItem Description
$1,983.73 HP workstation
01/17/2023Inv. GF26605
Total PriceItem Description
$1,498.76 apple Ipad 10.9" 256 GB w/verizon
01/27/2023 $1,300.00 Check Date Paid:Amount: 155267 Center For Energy & Environment
01/17/2023Inv. 22044
Total PriceItem Description
$1,300.00 Invoice # 22044 - CEE - Q4 - 2022 - October-December 2022
01/27/2023 $31,372.71 Check Date Paid:Amount: 155268 Centerpoint Energy
01/11/2023Inv. F011123-2
Total PriceItem Description
$12,870.87 Gas bill acct 117160259 - PIC
01/12/2023Inv. F011223
Total PriceItem Description
$18,501.84 Gas bill acct 80000147373
01/27/2023 $321.12 Check Date Paid:Amount: 155269 Centurylink/Lumen
01/10/2023Inv. F0110236583
Total PriceItem Description
$194.37 Phone Line 763-559-6583
01/19/2023Inv. F0119236847
Total PriceItem Description
$126.75 Phone line 763-473-6847
01/27/2023 $100.00 Check Date Paid:Amount: 155270 Susan Christiansen
01/20/2023Inv. F012023
Total PriceItem Description
$100.00 Water Efficiency Rebate Program - Rebate Funds
01/27/2023 $302.66 Check Date Paid:Amount: 155271 Cintas Corporation
01/09/2023Inv. 5139908159
Total PriceItem Description
$302.66 Medical Cabinet Resupply - PCC
01/27/2023 $957.00 Check Date Paid:Amount: 155272 City of Maple Grove
12/31/2022Inv. 21545
Total PriceItem Description
$957.00 PUPS Dec 2022 operations
Page 23 of 52 2/6/2023 36
01/27/2023 $2,120.00 Check Date Paid:Amount: 155273 Clareys Safety/Ultimate Safety
12/28/2022Inv. 203292
Total PriceItem Description
$2,120.00 Hoods for Firefighters
01/27/2023 $1,987.50 Check Date Paid:Amount: 155274 Crawford Door Sales of The Twin Cities
01/13/2023Inv. 48583
Total PriceItem Description
$1,987.50 Replaced windows on door - FS3
01/27/2023 $1,259.20 Check Date Paid:Amount: 155275 Create And Learn Inc
01/25/2023Inv. CNL2021069
Total PriceItem Description
$164.00 2022 Summer Classes
01/25/2023Inv. CNL2021070
Total PriceItem Description
$1,095.20 2022 Fall Classes
01/27/2023 $81.31 Check Date Paid:Amount: 155276 Cub Foods
01/17/2023Inv. 226
Total PriceItem Description
$34.32 Concession supplies - PIC
01/10/2023Inv. F011023
Total PriceItem Description
$46.99 Citizen Academy Graduation supplies
01/27/2023 $1,174.95 Check Date Paid:Amount: 155277 Dalco
01/09/2023Inv. 4030337
Total PriceItem Description
$96.24 Neutral Cleaner Enzymatic
01/11/2023Inv. 4031993
Total PriceItem Description
$545.49 Toilet tissue, towels, hand sanitizer - PCC
01/11/2023Inv. 4032000
Total PriceItem Description
$430.07 Toilet tissue, urinal screens
01/12/2023Inv. 4032463
Total PriceItem Description
$103.15 Neutral Cleaner Enzymatic
01/27/2023 $41.65 Check Date Paid:Amount: 155278 ECM Publishers Inc
01/19/2023Inv. 929310
Total PriceItem Description
$41.65 Publication - Ord #2023-11
01/27/2023 $150.00 Check Date Paid:Amount: 155279 Ehlers & Associates Inc
01/09/2023Inv. 92890
Total PriceItem Description
$150.00 Wellington redevelopment discussions thru 12/31/22
01/27/2023 $14,780.00 Check Date Paid:Amount: 155280 Electronic Communication Systems Llc/Ecsi
01/18/2023Inv. 347792
Total PriceItem Description
$9,164.00 9 Avigilon Cameras, mounts, mic kits and licenses
$5,616.00 Professional Services Installation
01/27/2023 $3,084.24 Check Date Paid:Amount: 155281 Emergency Apparatus Maintenance Inc
01/19/2023Inv. 126320
Total PriceItem Description
$952.70 Flat ball service kit
01/19/2023Inv. 126404
Total PriceItem Description
$343.48 8908 Rebuild kit, check valve - E11
01/19/2023Inv. 126419
Page 24 of 52 2/6/2023 37
Total PriceItem Description
$706.68 Mounting parts - TW21
01/19/2023Inv. 126454
Total PriceItem Description
$1,081.38 Mounting parts - TW21
01/27/2023 $690.42 Check Date Paid:Amount: 155282 Esch Construction Supply Inc
01/13/2023Inv. INV37720
Total PriceItem Description
$690.42 Diamond blades for concrete & asphalt #3096
01/27/2023 $1,410.00 Check Date Paid:Amount: 155283 ESS Brothers & Sons Inc
12/14/2022Inv. CC10804
Total PriceItem Description
$1,410.00 Telescoping T-Handle Valve Wrench
01/27/2023 $909.63 Check Date Paid:Amount: 155284 Eyemed/Fidelity Security Life Insurance
Company12/22/2022Inv. 165591029
Total PriceItem Description
$896.49 Vision Insurance Premiium ID 1008850 -Jan 2023
12/22/2022Inv. 165592037
Total PriceItem Description
$13.14 Cobra & Retiree Admin Fee Jan 2023
01/27/2023 $861.43 Check Date Paid:Amount: 155285 Factory Motor Parts Co
01/23/2023Inv. 128158444
Total PriceItem Description
$28.84 GM TPMS Snap-in Valve Ste
01/20/2023Inv. 128Z12964
Total PriceItem Description
$415.72 Batteries - 795E, 795F
01/17/2023Inv. 18312122
Total PriceItem Description
$60.12 Nitrile gloves
01/18/2023Inv. 18313939
Total PriceItem Description
$10.28 Lube filter - stock
01/20/2023Inv. 18320380
Total PriceItem Description
$67.66 Control arm & ball joint - #0050
01/23/2023Inv. 18326261
Total PriceItem Description
$36.72 Radial Seal Outer Air - stock
01/23/2023Inv. 18326913
Total PriceItem Description
$83.95 Air filter & oil filters - stock
01/18/2023Inv. 70513256
Total PriceItem Description
$46.28 Sensor variant - #5018
01/19/2023Inv. 70513302
Total PriceItem Description
$46.28 Sensor variant - #5018
01/20/2023Inv. 70513357
Total PriceItem Description
($68.91)Lube filter credit
01/20/2023Inv. 70513416
Total PriceItem Description
$134.49 Transmission fluid, oil, screen asy - stock
01/27/2023 $41.76 Check Date Paid:Amount: 155286 Fastenal Company
01/10/2023Inv. MNPLY138861
Total PriceItem Description
Page 25 of 52 2/6/2023 38
$29.62 Various Fasteners
01/17/2023Inv. MNPLY138991
Total PriceItem Description
$12.14 M12-1.75 x 50 mm DIN 7991
01/27/2023 $13.95 Check Date Paid:Amount: 155287 Fedex
01/11/2023Inv. 800460838
Total PriceItem Description
$13.95 Courier service - Police
01/27/2023 $11,750.00 Check Date Paid:Amount: 155288 Fifth Asset, Inc.
11/29/2022Inv. DB2000617
Total PriceItem Description
$11,750.00 Debtbooks SW for GASB 87 implementation
01/27/2023 $157.00 Check Date Paid:Amount: 155289 Fire Equipment Specialties
01/11/2023Inv. 11129
Total PriceItem Description
$98.00 Padded suspenders
01/13/2023Inv. 11131
Total PriceItem Description
$59.00 Kevlar belt for V-force pant
01/27/2023 $1,495.00 Check Date Paid:Amount: 155290 Force Science
01/19/2023Inv. FSI27848
Total PriceItem Description
$1,495.00 Practical professional policing training June 2023
01/27/2023 $100.00 Check Date Paid:Amount: 155291 Gary Gaudette
01/25/2023Inv. F012723
Total PriceItem Description
$100.00 Water Efficiency Rebate Program - Rebate Funds
01/27/2023 $50.00 Check Date Paid:Amount: 155292 Gopher State One-Call, Inc.
01/31/2023Inv. 3000687
Total PriceItem Description
$50.00 2023 Annual Facility Operator fee
01/27/2023 $3,186.51 Check Date Paid:Amount: 155293 Grainger
01/03/2023Inv. 9559895967
Total PriceItem Description
$324.10 Ground monitoring connector, plug
01/03/2023Inv. 9559895975
Total PriceItem Description
($427.68)Credit for Rubber boots
01/03/2023Inv. 9560295686
Total PriceItem Description
$242.04 AA, AAA Batteries
01/03/2023Inv. 9560319726
Total PriceItem Description
$21.20 Air filters
01/09/2023Inv. 9566708567
Total PriceItem Description
$263.00 IR therm, ear muffs
01/10/2023Inv. 9567745287
Total PriceItem Description
$941.34 Sensor assembly, solenoid, diaphragm, control stop repair kit
01/10/2023Inv. 9567745303
Total PriceItem Description
$301.05 Coat rack hangers
01/17/2023Inv. 9576183256
Total PriceItem Description
$213.84 Rubber boots
01/17/2023Inv. 9576183264
Page 26 of 52 2/6/2023 39
Total PriceItem Description
$756.54 Tall boot attachments, shoe & boot dryers
01/19/2023Inv. 9578970163
Total PriceItem Description
$346.21 Hydrant wrench kit with holder
01/19/2023Inv. 9578970171
Total PriceItem Description
$204.87 Adjustable hydrant wrench
01/27/2023 $732.98 Check Date Paid:Amount: 155294 Great Lakes Coca-Cola Distribution LLC
01/20/2023Inv. 3629203060
Total PriceItem Description
$807.98 Concession supplies - PIC
01/20/2023Inv. 3629203061
Total PriceItem Description
($75.00)CYL Empty 20lb CO2 return
01/27/2023 $10,000.00 Check Date Paid:Amount: 155295 Hennepin County Treasurer
12/31/2022Inv. 1000197827
Total PriceItem Description
$10,000.00 HC Funding Mental Health Prof. (Senior Social Worker)12/31/22
01/27/2023 $1,258.50 Check Date Paid:Amount: 155296 Hennepin County Treasurer
12/31/2022Inv. 1000196890
Total PriceItem Description
$1,258.50 HC Booking & Per Diem Dec 2022
01/27/2023 $4,358.55 Check Date Paid:Amount: 155297 Hennepin County Treasurer
08/31/2022Inv. 1000191435
Total PriceItem Description
$4,358.55 HC Booking & Per Diem Aug 2022
01/27/2023 $887.24 Check Date Paid:Amount: 155298 Home Depot
01/12/2023Inv. 0011442
Total PriceItem Description
$5.93 Brass sleeve, adapter - FS2
01/11/2023Inv. 1011202
Total PriceItem Description
$52.76 Sleeve anchors, nuts, screws - FS2
01/11/2023Inv. 1011251
Total PriceItem Description
$125.50 Drill bit kit, anchors, setting tool, hex bolts - FS2
01/10/2023Inv. 2011051
Total PriceItem Description
$50.95 Crimper, phone line cord - E21
01/10/2023Inv. 2521297
Total PriceItem Description
$32.13 Adapter, valve, pipe tape, sealant - FS3
01/10/2023Inv. 2622591
Total PriceItem Description
$26.23 Tube cutter, abrasive cloth - FS3
01/18/2023Inv. 4012360
Total PriceItem Description
$18.28 Brass bushing, ball valve - Well #14
01/18/2023Inv. 4012417
Total PriceItem Description
$96.64 Electric PW gun, extension pole, nozzle kit
01/17/2023Inv. 5012212
Total PriceItem Description
$237.43 Painting supplies, trash bags
01/17/2023Inv. 5012305
Total PriceItem Description
Page 27 of 52 2/6/2023 40
$43.94 Crimp brush, wire wheel brush
01/06/2023Inv. 6010533
Total PriceItem Description
$83.88 Toilet brush, plunger caddy - FS3
01/06/2023Inv. 6010550
Total PriceItem Description
$96.61 Dishwand, dish soap, trash can - FS2 & FS3
01/24/2023Inv. 8013305
Total PriceItem Description
$10.48 Spray paint
01/23/2023Inv. 9013181
Total PriceItem Description
$6.48 Painting supplies
01/27/2023 $416.40 Check Date Paid:Amount: 155299 Huebsch Services
01/10/2023Inv. 20199739
Total PriceItem Description
$335.14 Janitorial supplies & mat service - PCC
01/18/2023Inv. 20201952
Total PriceItem Description
$81.26 Mat service - Transit
01/27/2023 $53.50 Check Date Paid:Amount: 155300 Indelco
01/12/2023Inv. INV372288
Total PriceItem Description
$53.50 Worm screw flange clamps
01/27/2023 $250.00 Check Date Paid:Amount: 155301 Ipma -Hr MN
01/27/2023Inv. F012723
Total PriceItem Description
$250.00 2023 dues: Timpone, Moreen, Finn
01/27/2023 $21,878.31 Check Date Paid:Amount: 155302 Kimley-Horn And Associates Inc
11/30/2022Inv. 23419132
Total PriceItem Description
$8,451.68 2022 Bridge Inspection Services 11/30/22
12/31/2022Inv. 23775643
Total PriceItem Description
$4,952.81 2022 Bridge Inspection Services 12/31/22
12/31/2022Inv. 23775644
Total PriceItem Description
$8,473.82 MnDOT Bridge Inspections 12/31/22
01/27/2023 $1,064.00 Check Date Paid:Amount: 155303 Kris Engineering Inc
01/20/2023Inv. 37720
Total PriceItem Description
$1,064.00 Curb cast gauge left, curb cast gauge right - #216
01/27/2023 $776.58 Check Date Paid:Amount: 155304 Lano Equipment Inc
01/17/2023Inv. 03969847
Total PriceItem Description
$262.50 Sockets, connectors, 7-pin repair kit - #5033
01/23/2023Inv. 03970994
Total PriceItem Description
$514.08 Service Bobcat for fuel code issue - #5034
01/27/2023 $600.00 Check Date Paid:Amount: 155305 Leadership Growth Group LLC/David
Bartholomay01/10/2023Inv. 23707
Total PriceItem Description
$300.00 Leadership Growth Group 7 - 2023 Membership Dues
$300.00 Leadership Growth Group 7 - 2023 Membership Dues
01/27/2023 $465.00 Check Date Paid:Amount: 155306 Least Services/Counseling LLC
01/16/2023Inv. 1157
Page 28 of 52 2/6/2023 41
Total PriceItem Description
$465.00 On call after hours - Dec 2022
01/27/2023 $75.00 Check Date Paid:Amount: 155307 Kandorian Loyd
01/27/2023Inv. F012723
Total PriceItem Description
$75.00 Refund Massage License Fee
01/27/2023 $1,515.93 Check Date Paid:Amount: 155308 Lutheran Social Service of MN
01/19/2023Inv. PHRA012
Total PriceItem Description
$1,515.93 Invoice # PHRA-012 - LSS Q2 CDBG Oct-Dec 22
01/27/2023 $1,133.72 Check Date Paid:Amount: 155309 Macqueen Equipment/Emergency
01/18/2023Inv. P08377
Total PriceItem Description
$358.91 Graphics for L-21 & L-31
01/17/2023Inv. P10682
Total PriceItem Description
$152.90 SCBA cylinder & valve o-ring
01/10/2023Inv. W11383
Total PriceItem Description
$621.91 Repair RCX90 Camera
01/27/2023 $72,011.00 Check Date Paid:Amount: 155310 Mansfield Oil Company
01/10/2023Inv. 23915268
Total PriceItem Description
$19,428.77 7000 Gal Unleaded Fixed
01/10/2023Inv. 23915269
Total PriceItem Description
$3,923.46 1500 Gal Unleaded SPOT
01/11/2023Inv. 23916487
Total PriceItem Description
$3,508.50 1200 Gal Diesel Fuel Fixed
01/11/2023Inv. 23916488
Total PriceItem Description
$8,210.65 2800 Gal Diesel Fuel Fixed
01/11/2023Inv. 23916489
Total PriceItem Description
$7,456.34 2449 Gal Diesel SPOT
01/11/2023Inv. 23916490
Total PriceItem Description
$4,153.97 1050 Gal Diesel SPOT
01/18/2023Inv. 23936115
Total PriceItem Description
$8,935.56 2250 Gal Diesel SPOT
01/18/2023Inv. 23936116
Total PriceItem Description
$16,393.75 5248 Gal Diesel SPOT
01/27/2023 $25.00 Check Date Paid:Amount: 155311 MCFOA
01/27/2023Inv. F012723
Total PriceItem Description
$25.00 MCFOA Region IV Meeting - Amy Gottschalk
01/27/2023 $3,239.00 Check Date Paid:Amount: 155312 Minnesota Recreation & Park Assoc/Mrpa
01/27/2023Inv. F012723
Total PriceItem Description
$3,239.00 2023 Membership Dues x 19
01/27/2023 $611.00 Check Date Paid:Amount: 155313 Minuteman Press
04/30/2022Inv. 32859
Total PriceItem Description
$60.00 Business cards - Christmas, Gable, Mattson
Page 29 of 52 2/6/2023 42
07/06/2022Inv. 33194
Total PriceItem Description
$30.00 Business cards - Nieman
$20.00 Business cards - Miller-Francis
$20.00 Business cards - Moening
07/13/2022Inv. 33222
Total PriceItem Description
$221.00 Business cards - PCC
09/09/2022Inv. 33488
Total PriceItem Description
$60.00 Business cards - Browen, Reitter
10/15/2022Inv. 33707
Total PriceItem Description
$20.00 Business cards - Bartley
$20.00 Business cards - Timpone
10/24/2022Inv. 33744
Total PriceItem Description
$60.00 Business cards - Finn, Cotterman, Moreen
12/23/2022Inv. 34024
Total PriceItem Description
$20.00 Business cards - Larson
$60.00 Business cards - Peterson, Pointner, Gregor
12/23/2022Inv. 34025
Total PriceItem Description
$20.00 Business cards - Lindenfelser
01/27/2023 $50.00 Check Date Paid:Amount: 155314 MN Dept of Labor And Industry
12/31/2022Inv. ABR0298823X
Total PriceItem Description
$50.00 Pressure vessel & boiler registration
01/27/2023 $1,375.00 Check Date Paid:Amount: 155315 MN Rural Water Association/Mrwa
01/27/2023Inv. F012723
Total PriceItem Description
$1,375.00 MRWA Tech Conf - Norby, Przybilla, Maloylo, Laumann, Johnson
01/27/2023 $2,806.77 Check Date Paid:Amount: 155316 Morrie's Imports Inc
01/09/2023Inv. 29911
Total PriceItem Description
$2,806.77 2016 Ford hit by lightening COP Auto 2022-23
01/27/2023 $513.00 Check Date Paid:Amount: 155317 Mr Cutting Edge LLC
12/30/2022Inv. 5218
Total PriceItem Description
$513.00 Ice scraper blade 77" sharpen
01/27/2023 $135,075.17 Check Date Paid:Amount: 155318 MTI Distributing Inc
01/17/2023Inv. 134863100
Total PriceItem Description
$134,623.94 Replace mower #5024-state contract 206789
11/21/2022Inv. 137012000
Total PriceItem Description
($734.40)Satellite control module credit
12/29/2022Inv. 137214400
Total PriceItem Description
$1,316.85 LH Door glass kit - #5016 COP Prop 2023-01
12/29/2022Inv. 137236400
Total PriceItem Description
$74.42 Ball bearing, bolt, flange - #5045
01/09/2023Inv. 137293000
Total PriceItem Description
($205.64)Credit - Double Seal-bulb #5016
Page 30 of 52 2/6/2023 43
01/27/2023 $793.91 Check Date Paid:Amount: 155319 Municipal Emergency Svcs/MES Inc
01/10/2023Inv. IN1813468
Total PriceItem Description
$209.42 Adapter holder - TW21
01/11/2023Inv. IN1814445
Total PriceItem Description
$189.56 Rubber boots
01/11/2023Inv. IN1814447
Total PriceItem Description
$180.06 Brackets & clips
01/16/2023Inv. IN1816095
Total PriceItem Description
$214.87 Lite trackers
01/27/2023 $1,100.00 Check Date Paid:Amount: 155320 Nagell Appraisal & Consulting Inc
01/06/2023Inv. 31131
Total PriceItem Description
$1,100.00 Invoice #31131 - 18500 13th Ave N Appraisal Vacant Land
01/27/2023 $76.68 Check Date Paid:Amount: 155321 Napa Genuine Auto Parts Co
01/18/2023Inv. 2349822423
Total PriceItem Description
$11.66 Batteries
01/18/2023Inv. 2349822456
Total PriceItem Description
$29.02 Tire pressure monitoring system - Unit #5018
01/19/2023Inv. 2349822537
Total PriceItem Description
$2.53 Spark plug
01/19/2023Inv. 2349822553
Total PriceItem Description
$7.26 Tpms kit
01/20/2023Inv. 2349822698
Total PriceItem Description
$33.08 Fuses
01/23/2023Inv. 2349822888
Total PriceItem Description
$13.38 Chain Cable Lube
01/23/2023Inv. 2349822970
Total PriceItem Description
($29.02)return Qwik sensor - #5018
01/24/2023Inv. 2349823048
Total PriceItem Description
$8.77 Mac dry graphite lub
01/27/2023 $68.70 Check Date Paid:Amount: 155322 Nuss Truck And Equipment
01/23/2023Inv. 4737131P
Total PriceItem Description
$68.70 Brake hose - #290 & stock
01/27/2023 $7,197.03 Check Date Paid:Amount: 155323 Nystrom Publishing Co Inc
01/11/2023Inv. 46230
Total PriceItem Description
$7,197.03 January/February 2023 City Newsletter
01/27/2023 $250.00 Check Date Paid:Amount: 155324 Alicia Oberg
01/20/2023Inv. F012023
Total PriceItem Description
$250.00 Water Efficiency Rebate Program - Rebate Funds
01/27/2023 $2,211.00 Check Date Paid:Amount: 155325 Ostvig Tree, Inc.
01/16/2023Inv. 4542
Page 31 of 52 2/6/2023 44
Total PriceItem Description
$996.00 Tree removal 16325 58th Ave N
01/16/2023Inv. 4784
Total PriceItem Description
$1,215.00 Tree removal 16415 13th Ave N
01/27/2023 $2,179.02 Check Date Paid:Amount: 155326 Owens Companies Inc
01/11/2023Inv. 32941
Total PriceItem Description
$1,520.22 Repair boiler scanner - ZWP
01/13/2023Inv. 33045
Total PriceItem Description
$298.00 Repair exhaust fan - PS
01/16/2023Inv. 33055
Total PriceItem Description
$360.80 Check gas meter to Dome equipment
01/27/2023 $209.90 Check Date Paid:Amount: 155327 Performance Signs & Displays Inc
01/13/2023Inv. 10966
Total PriceItem Description
$209.90 4"x9" radius black/silver signs
01/27/2023 $115.00 Check Date Paid:Amount: 155328 Plymouth Automotive Inc.
01/19/2023Inv. 2221628
Total PriceItem Description
$115.00 Tow - #4007
01/27/2023 $7,000.00 Check Date Paid:Amount: 155329 Postmaster
01/24/2023Inv. F012423
Total PriceItem Description
$7,000.00 January/February 2023 Plymouth News Bulk Mail Account
01/27/2023 $4,804.21 Check Date Paid:Amount: 155330 Powerplan / Rdo / Vermeer
01/18/2023Inv. P9736470
Total PriceItem Description
$1,184.27 Mount, limit switch, cam latch & grip #6104, handle & pin #6085
01/20/2023Inv. P9745470
Total PriceItem Description
$166.09 Handle, lock pin - #6085
01/23/2023Inv. W6314701
Total PriceItem Description
$3,453.85 Service FT4 Excavator tracks - #393
01/27/2023 $1,403.00 Check Date Paid:Amount: 155331 Precise Mrm LLC
01/19/2023Inv. 2001040827
Total PriceItem Description
$1,403.00 Pooled Data - Streets Dec 2022
01/27/2023 $1,994.45 Check Date Paid:Amount: 155332 Prism
12/31/2022Inv. 123122PCDBG
Total PriceItem Description
$1,994.45 PRISM Invoice CDBG Q2 2022 - 10/1/22-12/31/22
01/27/2023 $27.52 Check Date Paid:Amount: 155333 Republic Services #894
01/15/2023Inv. 0894006070470
Total PriceItem Description
$27.52 Waste Removal - Acct#308940102950 - HRA
01/27/2023 $604.61 Check Date Paid:Amount: 155334 Safelite Autoglass
01/13/2023Inv. 05155274735
Total PriceItem Description
$604.61 Replace windshield #1733 - COP Auto 2022-17
01/27/2023 $96.00 Check Date Paid:Amount: 155335 ScentAir Technologies, LLC
01/22/2023Inv. 11102167704
Page 32 of 52 2/6/2023 45
Total PriceItem Description
$96.00 ScentAir Splash ECO
01/27/2023 $275.00 Check Date Paid:Amount: 155336 Seven Ponds Homeowners Association, Inc.
11/30/2022Inv. F113022-1
Total PriceItem Description
$275.00 2023 Annual dues - 3315 Garland Ln N
01/27/2023 $1,734.80 Check Date Paid:Amount: 155337 Sherwin Williams
01/17/2023Inv. 23723
Total PriceItem Description
$1,734.80 Paint - Wells
01/27/2023 $218.16 Check Date Paid:Amount: 155338 Shred N Go Inc
01/13/2023Inv. 145518
Total PriceItem Description
$218.16 Shredding 1/11/23
01/27/2023 $960.00 Check Date Paid:Amount: 155339 Silent Knight Sec Sys of MN In
01/03/2023Inv. 140005
Total PriceItem Description
$960.00 Security monitoring 1/1/23-12/31/23 - CWP & ZWP
01/27/2023 $672.00 Check Date Paid:Amount: 155340 Skylab Glass Art
01/20/2023Inv. F012023
Total PriceItem Description
$672.00 Fall/Winter classes 2022
01/27/2023 $4,743.05 Check Date Paid:Amount: 155341 SRF Consulting Group Inc
12/31/2022Inv. 16060003
Total PriceItem Description
$4,743.05 Plymouth Park System sign design 12/31/22
01/27/2023 $71.96 Check Date Paid:Amount: 155342 Streicher's Inc
01/09/2023Inv. I1610057
Total PriceItem Description
$17.99 Flashlight
01/12/2023Inv. I1610841
Total PriceItem Description
$53.97 Flashlights - replacements
01/27/2023 $4,163.48 Check Date Paid:Amount: 155343 Suburban Tire Wholesale Inc
01/18/2023Inv. 10192207
Total PriceItem Description
$1,923.52 Tires - stock & #5018
01/20/2023Inv. 10192262
Total PriceItem Description
$705.68 Wrangler AT Advent tires - #392
01/20/2023Inv. 10192266
Total PriceItem Description
$903.28 Wrangler Fortitude tires - #4016 & stock
01/20/2023Inv. 10192271
Total PriceItem Description
$631.00 Wrangler AT Advent tires - #50
01/27/2023 $360.00 Check Date Paid:Amount: 155344 T&D Landscape Inc
12/08/2022Inv. I221208966
Total PriceItem Description
$240.00 Plow & sidewalks - Valor Place units
12/08/2022Inv. I221208968
Total PriceItem Description
$120.00 Plow & sidewalks - 3325 Garland Ln
01/27/2023 $3,830.40 Check Date Paid:Amount: 155345 T.C. Winter Services
01/11/2023Inv. 1387
Page 33 of 52 2/6/2023 46
Total PriceItem Description
$3,830.40 Ice B Gone magic liquid
01/27/2023 $1,500.00 Check Date Paid:Amount: 155346 The Loft Literary Center
01/18/2022Inv. F011823
Total PriceItem Description
$1,500.00 2022 Summer/Fall writing workshops
01/27/2023 $1,060.59 Check Date Paid:Amount: 155347 Toll Company
01/20/2023Inv. 10495943
Total PriceItem Description
$156.45 Propane fuel gas
01/20/2023Inv. 10496010
Total PriceItem Description
$132.76 Nozzle, diffuser, contact tip
01/23/2023Inv. 10496204
Total PriceItem Description
$372.38 Anchor nozzle & tip, wire spool, Argon
01/23/2023Inv. 10496210
Total PriceItem Description
$399.00 Welding helmet
01/27/2023 $6,574.12 Check Date Paid:Amount: 155348 Total Control Systems Inc
01/16/2023Inv. 10571
Total PriceItem Description
$3,952.37 UPS battery back ups and misc SCADA repairs
$2,621.75 UPS battery back ups
01/27/2023 $570.00 Check Date Paid:Amount: 155349 Truax Patient Services LLC
01/19/2023Inv. 5283
Total PriceItem Description
$570.00 Narcan
01/27/2023 $633.60 Check Date Paid:Amount: 155350 Twin Cities Dots And Pop LLC
01/20/2023Inv. I230120858
Total PriceItem Description
$633.60 Concession supplies - PIC
01/27/2023 $345.36 Check Date Paid:Amount: 155351 Unifirst Corporation
01/11/2023Inv. 0900742518
Total PriceItem Description
$345.36 Uniform rental/laundry/rugs
01/27/2023 $382.50 Check Date Paid:Amount: 155352 University of Minnesota
01/17/2023Inv. 0070000845
Total PriceItem Description
$382.50 Soil boring & testing
01/27/2023 $19,698.53 Check Date Paid:Amount: 155353 Valley Rich Co Inc
12/29/2022Inv. 31627
Total PriceItem Description
$12,430.83 Watermain repair at CR 15 and Cottonwood Lane
12/15/2022Inv. 31636
Total PriceItem Description
$7,267.70 Watermain repair at 3425 highway 169
01/27/2023 $2,910.07 Check Date Paid:Amount: 155354 The Watson Company
10/20/2022Inv. 129265
Total PriceItem Description
$777.61 Concession supplies - PIC
01/18/2023Inv. 131312
Total PriceItem Description
$218.85 Concession supplies - PIC
01/19/2023Inv. 131334
Page 34 of 52 2/6/2023 47
Total PriceItem Description
$1,913.61 Concession supplies - PIC
01/27/2023 $45.00 Check Date Paid:Amount: 155355 Nickie Welsh
01/19/2023Inv. 1194
Total PriceItem Description
$45.00 Help with Snapchat
01/27/2023 $100.00 Check Date Paid:Amount: 155356 Mary Wohnoutka
01/27/2023Inv. F012723
Total PriceItem Description
$100.00 Water Efficiency Rebate Program - Rebate Funds
01/27/2023 $9,451.99 Check Date Paid:Amount: 155357 Workers Comp Reinsurance
01/09/2023Inv. 64711
Total PriceItem Description
$9,451.99 2023 installment 1 premium for workers' comp reinsurance
01/27/2023 $1,737.66 Check Date Paid:Amount: 155358 Xcel Energy
01/12/2023Inv. 811871976
Total PriceItem Description
$1,737.66 City Parks Playfields Acct 5145094664
01/27/2023 $135.76 Check Date Paid:Amount: 155359 Zep Manufacturing / Acuity Specialty
01/12/2023Inv. 9008174728
Total PriceItem Description
$135.76 Cherry bomb
01/27/2023 $1,248.09 Check Date Paid:Amount: 155360 Thomas Evenson
01/24/2023Inv. F012423
Total PriceItem Description
$1,248.09 Reimburse expenses - Health & Safety workshop
01/31/2023 $202,972.09 Check Date Paid:Amount: 155361 169/55 LLC
01/30/2023Inv. F013023
Total PriceItem Description
$202,972.09 TIF 7-8 Quest Development Capital Projects PayGo 2nd half 2022
01/31/2023 $20,138.80 Check Date Paid:Amount: 155362 Commonbond
01/27/2023Inv. F012723
Total PriceItem Description
$9,327.11 TIF 1-2 Vicksburg Commons PayGo 2nd half 2022
01/30/2023Inv. F013023
Total PriceItem Description
$10,811.69 TIF 1-2 Vicksburg Commons PayGo 8/22
01/31/2023 $87,039.62 Check Date Paid:Amount: 155363 Minnwest Bank
01/30/2023Inv. F013023
Total PriceItem Description
$87,039.62 TIF 1-3 Crossroads Station PayGo Obligation 2nd half 2022
02/03/2023 $552.50 Check Date Paid:Amount: 155372 * Advisor Net Financial Partners
01/17/2023Inv. Import - 15620
Total PriceItem Description
$552.50 Park and Rec Refund
02/03/2023 $2,527.50 Check Date Paid:Amount: 155373 * International Spanish Language Academy
01/17/2023Inv. Import - 15618
Total PriceItem Description
$337.50 Park and Rec Refund
01/17/2023Inv. Import - 15619
Total PriceItem Description
$2,190.00 Park and Rec Refund
02/03/2023 $3,000.00 Check Date Paid:Amount: 155374 * Plymouth Covenant Church
01/17/2023Inv. Import - 15607
Page 35 of 52 2/6/2023 48
Total PriceItem Description
$70.00 Park and Rec Refund
01/17/2023Inv. Import - 15608
Total PriceItem Description
$300.00 Park and Rec Refund
01/17/2023Inv. Import - 15609
Total PriceItem Description
$300.00 Park and Rec Refund
01/17/2023Inv. Import - 15610
Total PriceItem Description
$60.00 Park and Rec Refund
01/17/2023Inv. Import - 15611
Total PriceItem Description
$60.00 Park and Rec Refund
01/17/2023Inv. Import - 15612
Total PriceItem Description
$60.00 Park and Rec Refund
01/17/2023Inv. Import - 15613
Total PriceItem Description
$60.00 Park and Rec Refund
01/17/2023Inv. Import - 15614
Total PriceItem Description
$60.00 Park and Rec Refund
01/17/2023Inv. Import - 15615
Total PriceItem Description
$60.00 Park and Rec Refund
01/17/2023Inv. Import - 15616
Total PriceItem Description
$1,740.00 Park and Rec Refund
01/17/2023Inv. Import - 15617
Total PriceItem Description
$230.00 Park and Rec Refund
02/03/2023 $100.00 Check Date Paid:Amount: 155375 * Shingle Creek Watershed Management
Commission01/24/2023Inv. Import - 15632
Total PriceItem Description
$100.00 Park and Rec Refund
02/03/2023 $1,220.42 Check Date Paid:Amount: 155376 * US Foods
01/17/2023Inv. Import - 15605
Total PriceItem Description
$107.53 Park and Rec Refund
01/17/2023Inv. Import - 15606
Total PriceItem Description
$1,112.89 Park and Rec Refund
02/03/2023 $60.00 Check Date Paid:Amount: 155377 Anusha Yalamanchili
01/24/2023Inv. Import - 15633
Total PriceItem Description
$60.00 Park and Rec Refund
02/03/2023 $200.00 Check Date Paid:Amount: 155378 HOLLYWOOD PYROTECHNICS INC
01/30/2023Inv. 00344724
Total PriceItem Description
$200.00 Refund - Permit - P202300110
02/03/2023 $55.00 Check Date Paid:Amount: 155379 MARK ECKERLINE AND DEBORAH
ECKERLINE01/30/2023Inv. 00344750
Total PriceItem Description
$55.00 Refund - Permit - P202210539 - Permit - P202210541 - Permit - P2
02/03/2023 $183.00 Check Date Paid:Amount: 155380 PREMIERE EXTERIORS LLC
01/30/2023Inv. 00344773
Page 36 of 52 2/6/2023 49
Total PriceItem Description
$183.00 Refund - Permit - P202209776
02/03/2023 $98.00 Check Date Paid:Amount: 155381 Rachel Bandy
01/23/2023Inv. Import - 15631
Total PriceItem Description
$98.00 Park and Rec Refund
02/03/2023 $97.50 Check Date Paid:Amount: 155382 Sonal Trivedi
01/17/2023Inv. Import - 15621
Total PriceItem Description
$97.50 Park and Rec Refund
02/03/2023 $4,000.00 Check Date Paid:Amount: 155383 TRACER POOL & LANDSCAPE
01/31/2023Inv. 00344800
Total PriceItem Description
$4,000.00 Refund - Bond - B2021076
02/03/2023 $104.32 Check Date Paid:Amount: 155384 ABM Equipment & Supply LLC
01/27/2023Inv. 0173173IN
Total PriceItem Description
$104.32 Fuel fill cap
02/03/2023 $150.00 Check Date Paid:Amount: 155385 Acacia Architects LLC
01/23/2023Inv. 2008
Total PriceItem Description
$150.00 Invoice #2008 - Jim & Nancy Schuld-4798 Ximines Ln-Architecural
02/03/2023 $117.95 Check Date Paid:Amount: 155386 Acme Tools
01/23/2023Inv. 10880427
Total PriceItem Description
$27.98 9V, AA batteries
01/25/2023Inv. 10888591
Total PriceItem Description
$110.96 Tile chisel, floor scraper
01/25/2023Inv. 10888604
Total PriceItem Description
($20.99)Tile chisel credit
02/03/2023 $206.00 Check Date Paid:Amount: 155387 Acre/General Office Products Company
01/19/2023Inv. 482821
Total PriceItem Description
$206.00 Laminate Lectern
02/03/2023 $1,758.60 Check Date Paid:Amount: 155388 Action Fleet Inc
01/13/2023Inv. I5663
Total PriceItem Description
$1,538.60 Radio install TW-21
01/25/2023Inv. I5696
Total PriceItem Description
$10.00 Cup holder insert - #1077
01/25/2023Inv. I5700
Total PriceItem Description
$47.50 Service under mirror lights - #1062
01/27/2023Inv. I5705
Total PriceItem Description
$162.50 Replace both outliners - #1072
02/03/2023 $1,353.50 Check Date Paid:Amount: 155389 Advanced Engineering & Environmental
Services Ae2s01/10/2023Inv. 84873
Total PriceItem Description
$1,353.50 Mission Farms LS Rehab - Phase 2 Design/Bidding Service 12/30/22
02/03/2023 $495.00 Check Date Paid:Amount: 155390 American Mailing Machines
01/19/2023Inv. IN116864
Page 37 of 52 2/6/2023 50
Total PriceItem Description
$495.00 Letter opener maintenance agreement 3/14/23 - 3/13/24
02/03/2023 $4,248.00 Check Date Paid:Amount: 155391 American Water Works Assoc.
01/30/2023Inv. 7002083094
Total PriceItem Description
$4,248.00 AWWA Dues 4/23-3/24
02/03/2023 $29,067.00 Check Date Paid:Amount: 155392 Ancom Communications Inc
10/27/2022Inv. 111250
Total PriceItem Description
$22,455.00 new fire pagers
$6,612.00 new fire pagers REP team
02/03/2023 $130.00 Check Date Paid:Amount: 155393 Anderson Lawn Mainenance Inc. & Snow
Removal01/13/2023Inv. F011323
Total PriceItem Description
$130.00 Snow removal - Dec 2022
02/03/2023 $1,013.18 Check Date Paid:Amount: 155394 Aset Supply And Paper Inc
01/10/2023Inv. 69108
Total PriceItem Description
$1,013.18 Trash bags, urinal screens - PIC
02/03/2023 $372.00 Check Date Paid:Amount: 155395 Aspen Mills
01/20/2023Inv. 307537
Total PriceItem Description
$372.00 Patches
02/03/2023 $14,340.00 Check Date Paid:Amount: 155396 B's Lawn & Landscapes / Lee Brown
01/24/2023Inv. 3438
Total PriceItem Description
$14,340.00 Snow removal for full plow on 1/19/23
02/03/2023 $872.91 Check Date Paid:Amount: 155397 Boyer Trucks
01/25/2023Inv. 003P32870
Total PriceItem Description
$1,040.91 Air filter, radiator - #388
01/25/2023Inv. 003P32943
Total PriceItem Description
($168.00)Shoe & lining kits - Unit #297 credit inv 003P32156
02/03/2023 $9,580.31 Check Date Paid:Amount: 155398 CDW Government Inc
01/19/2023Inv. GG54990
Total PriceItem Description
$1,561.31 APC Smart-UPS 2200VA RM 2U Smartconn
01/20/2023Inv. GH38073
Total PriceItem Description
$1,742.10 Leveno Thinkpad - N Kasin
01/21/2023Inv. GH44515
Total PriceItem Description
$332.37 Leveno Smart Dock - N Kasin
01/23/2023Inv. GH69370
Total PriceItem Description
$245.98 Headset
01/26/2023Inv. GK61439
Total PriceItem Description
$1,045.37 PNY Qusfto RTX A4000 - Forensic Lab
01/26/2023Inv. GK83470
Total PriceItem Description
$4,653.18 Lenovo Dock - 40B10135US
02/03/2023 $46.90 Check Date Paid:Amount: 155399 Centerpoint Energy
01/26/2023Inv. F012623
Page 38 of 52 2/6/2023 51
Total PriceItem Description
$46.90 Kingwood Farms LS Acct 117602896
02/03/2023 $11,700.00 Check Date Paid:Amount: 155400 Central Square Technologies LLC
01/12/2023Inv. 373083
Total PriceItem Description
$11,700.00 Inspections software
02/03/2023 $3,988.94 Check Date Paid:Amount: 155401 Centurylink/Lumen
01/24/2023Inv. 624985676
Total PriceItem Description
$3,988.94 Internet 12/24/22-1/23/23, Loop 1/24/23-2/23/23
02/03/2023 $381.88 Check Date Paid:Amount: 155402 Chevrolet of Wayzata
01/30/2023Inv. 344618
Total PriceItem Description
$381.88 Block - #370
02/03/2023 $127.84 Check Date Paid:Amount: 155403 Cintas Corporation
01/16/2023Inv. 4143525677
Total PriceItem Description
$67.51 Janitorial supplies - PIC
01/23/2023Inv. 4144247251
Total PriceItem Description
$60.33 Janitorial supplies - PIC
02/03/2023 $476.98 Check Date Paid:Amount: 155404 Cintas Corporation
01/19/2023Inv. 5141511243
Total PriceItem Description
$155.95 Medical Cabinet Resupply - CH
01/20/2023Inv. 5141699392
Total PriceItem Description
$46.65 Medical Cabinet Resupply - ZWP
01/25/2023Inv. 5142320804
Total PriceItem Description
$94.42 Medical Cabinet Resupply - FS1
01/25/2023Inv. 5142429710
Total PriceItem Description
$142.17 Medical Cabinet Resupply - PW
01/25/2022Inv. 5142429726
Total PriceItem Description
$37.79 Medical Cabinet Resupply - CWP
02/03/2023 $53,262.19 Check Date Paid:Amount: 155405 City of Maple Grove
01/12/2023Inv. 21554
Total PriceItem Description
$50,650.00 2023 First Half North metro Range OPS and 2 Notes
01/24/2023Inv. F012423
Total PriceItem Description
$2,612.19 Q1 TZD Grant Payment - Maple Grove
02/03/2023 $5,614.03 Check Date Paid:Amount: 155406 City of Minnetonka
01/24/2023Inv. F012423
Total PriceItem Description
$5,614.03 Q1 TZD Grant Payment - Minnetonka
02/03/2023 $1,817.08 Check Date Paid:Amount: 155407 Cloud Cabling Inc
01/24/2023Inv. 9337
Total PriceItem Description
$1,817.08 Samsung displays, wall mounts
02/03/2023 $400.00 Check Date Paid:Amount: 155408 Colorid LLC
01/26/2023Inv. 276173
Total PriceItem Description
$400.00 Badge printer warranty 2/20/23-2/20/24
Page 39 of 52 2/6/2023 52
02/03/2023 $6,742.25 Check Date Paid:Amount: 155409 Confluence Inc.
01/23/2023Inv. 25423
Total PriceItem Description
$3,550.00 Schmidt Woods Park thru 1/10/23
01/27/2023Inv. 25470
Total PriceItem Description
$3,192.25 Plymouth Prudential Site - 1/10/23
02/03/2023 $28.95 Check Date Paid:Amount: 155410 Coremark Metals
01/24/2023Inv. 5356062
Total PriceItem Description
$28.95 Hot rolled steel - Pontoon project
02/03/2023 $537.28 Check Date Paid:Amount: 155411 Crysteel Truck Equipment Inc
01/24/2023Inv. FP189862
Total PriceItem Description
$537.28 Tarp arm kit - #388
02/03/2023 $122.33 Check Date Paid:Amount: 155412 Cub Foods
01/20/2023Inv. 132
Total PriceItem Description
$122.33 Council meeting supplies
02/03/2023 $3,104.18 Check Date Paid:Amount: 155413 Dalco
01/20/2023Inv. 4036169
Total PriceItem Description
$950.93 Toilet tissue, roll towels, can liners, hand towels - PCC
01/24/2023Inv. 4037039
Total PriceItem Description
$1,977.64 Toilet tissue, roll towels, soap - PIC
01/24/2023Inv. 4037053
Total PriceItem Description
$120.30 Enmotion roll towel - PIC
01/24/2023Inv. 4037129
Total PriceItem Description
$55.31 Soap/sanitizer
02/03/2023 $2,775.00 Check Date Paid:Amount: 155414 David A Fischer / Mill City Cleaning LLC
01/01/2023Inv. 10351
Total PriceItem Description
$2,775.00 Monthly Cleaning Service Jan 2023 - PCC
02/03/2023 $345.61 Check Date Paid:Amount: 155415 Dts/Definitive Technology
01/22/2023Inv. INV248794
Total PriceItem Description
$345.61 Printer maint 1/22-2/21/23, Overage 12/22/22-1/21/23
02/03/2023 $67.60 Check Date Paid:Amount: 155416 ECM Publishers Inc
01/12/2023Inv. 928580
Total PriceItem Description
$67.60 Publication - Ord #2020.01-19
02/03/2023 $649.81 Check Date Paid:Amount: 155417 Electronic Communication Systems Llc/Ecsi
01/20/2023Inv. 23010374
Total PriceItem Description
$649.81 Replaced wall reader
02/03/2023 $165,813.00 Check Date Paid:Amount: 155418 Elevation Coating, LLC
01/24/2023Inv. 4
Total PriceItem Description
$165,813.00 Zachary Water Treatment Plant Coatings Rehab Project - 1/20/23
02/03/2023 $39,095.85 Check Date Paid:Amount: 155419 Evolving Solutions, Inc
01/26/2023Inv. 200896
Page 40 of 52 2/6/2023 53
Total PriceItem Description
$27,455.85 ARuba AP-615
$11,110.00 Arauba Central AB 5 Year Maint
$482.00 Mounting Brackets - 10 pack
$48.00 Mounting Brackets Single
02/03/2023 $882.72 Check Date Paid:Amount: 155420 Eyemed/Fidelity Security Life Insurance
Company01/22/2023Inv. 165635081
Total PriceItem Description
$869.58 Vision Insurance Premium ID 1008850 -Feb 2023
01/22/2023Inv. 165636023
Total PriceItem Description
$13.14 Cobra & Retiree Admin Fee Feb 2023
02/03/2023 $650.89 Check Date Paid:Amount: 155421 Factory Motor Parts Co
01/24/2023Inv. 18329474
Total PriceItem Description
$140.34 Air filters - stock
01/27/2023Inv. 18337781
Total PriceItem Description
$78.60 Battery charger - #380
01/24/2023Inv. 70513813
Total PriceItem Description
$41.88 Penetrating oil
01/25/2023Inv. 70513865
Total PriceItem Description
$74.68 Mass air flow - Unit #383
01/25/2023Inv. 70513919
Total PriceItem Description
$11.44 Air filter - stock
01/30/2023Inv. 70514259
Total PriceItem Description
$100.91 Brake pads - #5010
01/30/2023Inv. 70514306
Total PriceItem Description
$156.38 Brake calipers - #5010
01/31/2023Inv. 70514419
Total PriceItem Description
$46.66 Z37 Top COP Pads - stock
02/03/2023 $11,050.46 Check Date Paid:Amount: 155422 Ferguson Waterworks
01/17/2023Inv. 0506843
Total PriceItem Description
$6,368.30 Hydrant Parts and Inventory
01/17/2023Inv. 0506844
Total PriceItem Description
$4,682.16 Hydrant Parts and Inventory
02/03/2023 $62.97 Check Date Paid:Amount: 155423 Flexible Pipe Tool Co/Bdg Inc
11/09/2022Inv. 28234
Total PriceItem Description
($1,934.68)Ball valve credit - #380
11/10/2022Inv. 28237
Total PriceItem Description
$1,569.45 Heat exchanger - #391
01/28/2023Inv. 28427
Total PriceItem Description
$231.20 LC-9 Curved Chopper 6"
01/28/2023Inv. 28428
Total PriceItem Description
$197.00 10890 Blower oil - #380
02/03/2023 $66.48 Check Date Paid:Amount: 155424 Force America/Varitech Industries
Page 41 of 52 2/6/2023 54
01/06/2023Inv. 0010028504
Total PriceItem Description
($283.50)PCB assembly credit
01/06/2023Inv. 0011696585
Total PriceItem Description
$283.50 PCB assembly
01/27/2023Inv. 0011702245
Total PriceItem Description
$66.48 Switch rocker - #387 & stock
02/03/2023 $120.00 Check Date Paid:Amount: 155425 Brandon Gierach
01/27/2023Inv. 5
Total PriceItem Description
$120.00 Individual Investing 101 Webinar
02/03/2023 $4,900.00 Check Date Paid:Amount: 155426 Governance Science Group, Inc.
02/01/2023Inv. 2022-Plymouth
Total PriceItem Description
$4,900.00 FlashVote Basic Service renewal 2/1/23-1/31/24
02/03/2023 $2,793.52 Check Date Paid:Amount: 155427 Grainger
01/12/2023Inv. 9571774166
Total PriceItem Description
$20.39 Hard hat
01/19/2023Inv. 9579460123
Total PriceItem Description
$57.89 Storage clipboard
01/20/2023Inv. 9580682368
Total PriceItem Description
$146.62 Dead blow hammer, pail, chrome pull handle
01/20/2023Inv. 9580682376
Total PriceItem Description
$702.48 Cord reels
01/23/2023Inv. 9582272952
Total PriceItem Description
$23.40 Plastic spray outlets
01/23/2023Inv. 9582272960
Total PriceItem Description
$175.62 Cord reel
01/23/2022Inv. 9582272962
Total PriceItem Description
$23.40 Spray outlets
01/23/2023Inv. 9582272978
Total PriceItem Description
$208.48 Drain assembly, electric tankless water heater - Bass Lake
01/24/2023Inv. 9583875415
Total PriceItem Description
$38.52 P-Traps w/flange
01/24/2023Inv. 9583875423
Total PriceItem Description
$766.52 Faucets
01/25/2023Inv. 9585631139
Total PriceItem Description
$59.64 Pleated air filters
01/25/2023Inv. 9585757116
Total PriceItem Description
$570.56 Sloan sinks, mirrors - Bass Lake
02/03/2023 $14,142.00 Check Date Paid:Amount: 155428 Graphene Networks, Inc.
01/26/2023Inv. 1078
Total PriceItem Description
$5,952.00 Managed Cato X1500 estimated Monthly Support
Page 42 of 52 2/6/2023 55
$1,440.00 HQ and DR site Palo Alto Managed Services Monthly support
$1,300.00 Account setup and config
$650.00 Cato Site Deployment
$4,800.00 Pro Services (8 Hour block)
02/03/2023 $2,950.00 Check Date Paid:Amount: 155429 H21 Group
01/10/2023Inv. 223820
Total PriceItem Description
$2,950.00 Recoat PCC
02/03/2023 $9,395.10 Check Date Paid:Amount: 155430 Hawkins Inc
01/17/2023Inv. 6382807
Total PriceItem Description
$9,395.10 Sodium Parmanganate (Chemical)
02/03/2023 $192.96 Check Date Paid:Amount: 155431 HDS White Cap Const Supply
01/23/2023Inv. 50020774674
Total PriceItem Description
$106.68 Safety glasses
01/26/2023Inv. 50020820877
Total PriceItem Description
$86.28 Safety glasses
02/03/2023 $289,127.63 Check Date Paid:Amount: 155432 Healthpartners Insurance Co Inc
01/11/2023Inv. 118358111
Total PriceItem Description
$282,197.34 2023 Medical Insurance Premiums - Feb 2023
$6,930.29 2023 Medical Insurance Premiums - Feb 2023
02/03/2023 $7,500.00 Check Date Paid:Amount: 155433 Hello! Booking, Inc.
01/23/2023Inv. F012323
Total PriceItem Description
$7,500.00 Deposit - June 16 - Community Concert
02/03/2023 $2,530.82 Check Date Paid:Amount: 155434 Hennepin County Attorney's Office
01/27/2023Inv. F012723
Total PriceItem Description
$2,530.82 Sale of Forfeited veh- CCfN#10-014963 2006 GMC PU
02/03/2023 $8,312.46 Check Date Paid:Amount: 155435 Hennepin County Treasurer
02/01/2023Inv. F011123
Total PriceItem Description
$8,312.46 2023 TNT notices
02/03/2023 $4,628.59 Check Date Paid:Amount: 155436 HGA / Hammel, Green & Abrahamson Inc
01/17/2023Inv. 235959
Total PriceItem Description
$838.59 Architect Construction Administration PCC Project thru 12/30/22
01/17/2023Inv. 235960
Total PriceItem Description
$3,790.00 Architect Construction Administration PCC Project thru 12/30/22
02/03/2023 $65.00 Check Date Paid:Amount: 155437 Highway 55 Rental Inc
01/25/2023Inv. 575268
Total PriceItem Description
$65.00 Floor tile stripper
02/03/2023 $2,558.72 Check Date Paid:Amount: 155438 Home Depot
01/10/2023Inv. 2011050
Total PriceItem Description
$112.84 7" scrapers
01/19/2023Inv. 3624175
Total PriceItem Description
$12.72 Mylar reflective numbers - garage door FS2
01/18/2023Inv. 4012430
Page 43 of 52 2/6/2023 56
Total PriceItem Description
$154.49 Melamine shelves, extension cords, hanger strap, screws
01/26/2023Inv. 6013728
Total PriceItem Description
$145.93 Bass Lake supplies
01/26/2023Inv. 6013749
Total PriceItem Description
$27.44 Bass Lake supplies
01/26/2023Inv. 6013788
Total PriceItem Description
$74.86 Pontoon project supplies
01/25/2023Inv. 7013503
Total PriceItem Description
$192.75 Drill bits, screws
01/25/2023Inv. 7013505
Total PriceItem Description
$156.83 Bass Lake supplies
01/25/2023Inv. 7013515
Total PriceItem Description
$18.10 Brass adapters, bushings
01/25/2023Inv. 7013517
Total PriceItem Description
$41.68 Bass Lake supplies
01/25/2023Inv. 7013593
Total PriceItem Description
$783.63 Lumber, drill bits, Zmax T straps
01/25/2023Inv. 7013612
Total PriceItem Description
$52.61 Bass Lake supplies
01/24/2023Inv. 8013310
Total PriceItem Description
$26.43 Klean strip denatured alcohol, tape measure
01/24/2023Inv. 8013323
Total PriceItem Description
$85.93 Fill hose, hose bibb, gallon nipples
01/24/2023Inv. 8013348
Total PriceItem Description
$54.23 Chopper truck organization supplies #5047
01/24/2023Inv. 8013401
Total PriceItem Description
$73.88 Pontoon project supplies
01/24/2023Inv. 8310110
Total PriceItem Description
$394.01 Paint supplies
01/23/2023Inv. 9310088
Total PriceItem Description
$150.36 P-trap cover, marker, flange, washers, wrench, pliers, putty
02/03/2023 $803.56 Check Date Paid:Amount: 155439 Huebsch Services
01/17/2023Inv. 20201348
Total PriceItem Description
$86.50 Mat service - PW
01/17/2023Inv. 20201352
Total PriceItem Description
$101.45 Mat service - CH
01/17/2023Inv. 20201353
Total PriceItem Description
$105.70 Mat service - PS
01/18/2023Inv. 20202005
Total PriceItem Description
Page 44 of 52 2/6/2023 57
$50.66 Janitorial supplies & mat service - FS2
01/19/2023Inv. 20202353
Total PriceItem Description
$59.81 Janitorial supplies - FS3
01/24/2023Inv. 20202931
Total PriceItem Description
$399.44 Janitorial supplies - PCC
02/03/2023 $152.00 Check Date Paid:Amount: 155440 International Code Council/Icc
01/12/2023Inv. 1001620757
Total PriceItem Description
$152.00 National Electrical Code 2023
02/03/2023 $102,600.00 Check Date Paid:Amount: 155441 Invest Plymouth I, LLC
01/25/2023Inv. F012523
Total PriceItem Description
$102,600.00 DEED Grant CCGP-21-0007-Z-FY21-Plymouth-Parkera
10/9/19-10/17/22 02/03/2023 $2,849.08 Check Date Paid:Amount: 155442 Killmer Electric Company Inc
01/18/2023Inv. W19736
Total PriceItem Description
$1,540.00 New camera system - 32nd Ave & Vicksburg Ln
01/18/2023Inv. W19743
Total PriceItem Description
$330.00 Repair lights - 47th Ave & Vicksburg
01/18/2023Inv. W19773
Total PriceItem Description
$110.00 Repair lights - Schmidt Lake Rd & Nathan Lane
01/18/2023Inv. W19777
Total PriceItem Description
$330.00 Repair ped crossing lights - 3255 Vicksburg Ln
01/19/2023Inv. W19827
Total PriceItem Description
$539.08 Repair lights - Betty Crocker Dr & Hwy 169
02/03/2023 $170,123.94 Check Date Paid:Amount: 155443 Kimley-Horn And Associates Inc
12/31/2022Inv. 23711967
Total PriceItem Description
$28,862.25 CR 47 Recon - Phase 1 Final & Construction Services 12/31/22
12/31/2022Inv. 23711969
Total PriceItem Description
$141,261.69 Chankhada Trail (CR 47) Reconstruction - Phase 2
02/03/2023 $900.00 Check Date Paid:Amount: 155444 Kinetic Entertainment LLC
01/26/2023Inv. F012623
Total PriceItem Description
$900.00 Deposit for show on 8/17/23
02/03/2023 $6,842.43 Check Date Paid:Amount: 155445 Lano Equipment Inc
01/24/2023Inv. 01971511
Total PriceItem Description
$6,800.00 Loader Rental 1/18/23-2/18/23
01/25/2023Inv. 03971645
Total PriceItem Description
$42.43 BPA - Coil - #5035
02/03/2023 $259.00 Check Date Paid:Amount: 155446 Lifeline Training/Calibre Press
01/31/2023Inv. 70280
Total PriceItem Description
$259.00 Street Survival Seminar - K Wilson June 7-8, 2023
02/03/2023 $98.00 Check Date Paid:Amount: 155447 Jeff Litfin -Banner Legal Services, Inc.
01/27/2023Inv. 2301
Total PriceItem Description
Page 45 of 52 2/6/2023 58
$98.00 Registrations for class on 1/26/23
02/03/2023 $1,215.50 Check Date Paid:Amount: 155448 Lorenz Bus Service Inc.
01/06/2023Inv. 41198
Total PriceItem Description
$1,215.50 Powder Ridge 1/6/23
02/03/2023 $425.00 Check Date Paid:Amount: 155449 Macphail Center For Music
01/30/2023Inv. 0013373IN
Total PriceItem Description
$425.00 Music instruction workshops
02/03/2023 $35.70 Check Date Paid:Amount: 155450 Macqueen Equipment/Emergency
12/30/2022Inv. W11365-1
Total PriceItem Description
$35.70 Balance on Inv #W11365
02/03/2023 $14,400.00 Check Date Paid:Amount: 155451 Magic Turf Inc.
01/19/2023Inv. 17322
Total PriceItem Description
$8,800.00 Push back sacs & Jan 19 plow
01/20/2023Inv. 17323
Total PriceItem Description
$5,600.00 Push back sacs & Jan 19 plow
02/03/2023 $52,531.69 Check Date Paid:Amount: 155452 Mansfield Oil Company
01/27/2023Inv. 23961498
Total PriceItem Description
$25,006.03 8501 Gal Unleaded SPOT
01/30/2023Inv. 23967568
Total PriceItem Description
$9,484.78 2250 Gal Diesel SPOT
01/30/2023Inv. 23967569
Total PriceItem Description
$18,040.88 5249 Gal Diesel SPOT
02/03/2023 $3,158.40 Check Date Paid:Amount: 155453 Maple Grove Park & Recreation
01/10/2023Inv. 21552
Total PriceItem Description
$3,158.40 Music for Everyone Fall 2022
02/03/2023 $11,738.25 Check Date Paid:Amount: 155454 Mc Plumbing Inc Dba Marks Plumbing Service
& Repai12/29/2022Inv. 55136
Total PriceItem Description
$11,738.25 Invoice 55136-CDBG Rehab-Liz Kelly-2765 Ranchview Ln #5
02/03/2023 $270.00 Check Date Paid:Amount: 155455 Christopher McKellips/Party Crashers RC
Racing01/27/2023Inv. 0133
Total PriceItem Description
$270.00 P&R Event 1/27/23
02/03/2023 $250.00 Check Date Paid:Amount: 155456 Mid-State Organized Crime Information Cntr
01/23/2023Inv. 2023450IN
Total PriceItem Description
$250.00 MOCIC 2023 Annual Membership Fees
02/03/2023 $44.97 Check Date Paid:Amount: 155457 Midway Ford
01/26/2023Inv. 756341
Total PriceItem Description
$44.97 Wire assembly - #1062
02/03/2023 $226.41 Check Date Paid:Amount: 155458 Midwest Machinery Co.
01/25/2023Inv. 9477032
Total PriceItem Description
$226.41 Fuel conditioner, filter element - stock
Page 46 of 52 2/6/2023 59
02/03/2023 $150.00 Check Date Paid:Amount: 155459 David Motzenbecker/Motz Studios LLC
01/14/2023Inv. 299
Total PriceItem Description
$150.00 Forest bathing walk
02/03/2023 $26.31 Check Date Paid:Amount: 155460 Napa Genuine Auto Parts Co
01/24/2023Inv. 2349823049
Total PriceItem Description
$26.31 Mac dry graphite lube
02/03/2023 $713.75 Check Date Paid:Amount: 155461 Nardini Fire Equipment Co Inc
01/26/2023Inv. IV00229737
Total PriceItem Description
$713.75 Halon System Inspection
02/03/2023 $308.75 Check Date Paid:Amount: 155462 Natural Health Haven LLC/Heidi Neubauer
01/10/2023Inv. 2021
Total PriceItem Description
$48.75 Body balance and brain training
01/11/2023Inv. 2023
Total PriceItem Description
$260.00 Body and brain balance
02/03/2023 $250.00 Check Date Paid:Amount: 155463 Eric Neus
01/26/2023Inv. F012623
Total PriceItem Description
$250.00 Fire & Ice Medallion Prize
02/03/2023 $350.00 Check Date Paid:Amount: 155464 Nicole Fenstad/Princess Party Pals LLC
01/31/2023Inv. 5833
Total PriceItem Description
$350.00 Daddy Daughter Dance
02/03/2023 $2,525.00 Check Date Paid:Amount: 155465 Northland Securities Inc
01/11/2023Inv. 7357
Total PriceItem Description
$2,525.00 Annual continuing disclosure for YE 12/31/21
02/03/2023 $120.27 Check Date Paid:Amount: 155466 Office Depot
01/19/2023Inv. 285471163001
Total PriceItem Description
$14.37 Batteries
01/23/2023Inv. 289956092001
Total PriceItem Description
$100.31 Panel clips, pens, steno paper, legal paper
01/23/2023Inv. 289956315001
Total PriceItem Description
$5.59 Pencil lead
02/03/2023 $47.17 Check Date Paid:Amount: 155467 Oil-Air Products LLC
01/25/2023Inv. 725286001
Total PriceItem Description
$47.17 Couplings, fittings - Unit #2060
02/03/2023 $9,885.00 Check Date Paid:Amount: 155468 Optimized Electrical Solutions, LLC
01/23/2023Inv. 8383x301
Total PriceItem Description
$695.00 Install NEMA 15-50 receptacle - FS2
01/23/2023Inv. 8383x303
Total PriceItem Description
$490.00 Install light switch in training storage room - FS3
01/20/2023Inv. 8383x304
Total PriceItem Description
$8,700.00 CH-Replace 15 light bollards on sidewalk
Page 47 of 52 2/6/2023 60
02/03/2023 $11,414.00 Check Date Paid:Amount: 155469 Ostvig Tree, Inc.
01/17/2023Inv. 4185
Total PriceItem Description
$3,815.00 Tree removal - 11420 Ridgemount Ave W
01/25/2023Inv. 4822
Total PriceItem Description
$6,325.00 Tree removal - 3925 Orleans Ln N
01/30/2023Inv. 4837
Total PriceItem Description
$1,274.00 Tree removal 10717 10th Ave N
02/03/2023 $1,294.92 Check Date Paid:Amount: 155470 Owens Companies Inc
01/17/2023Inv. 33081
Total PriceItem Description
$1,076.52 Repair exhaust fan - PCC
01/19/2023Inv. 33111
Total PriceItem Description
$218.40 Repair exhaust fan - PW
02/03/2023 $164.00 Check Date Paid:Amount: 155471 Perry's Truck Repair
01/23/2023Inv. 54640
Total PriceItem Description
$164.00 Control harness - #5074
02/03/2023 $115.00 Check Date Paid:Amount: 155472 Plymouth Automotive Inc.
01/27/2023Inv. 2322273
Total PriceItem Description
$115.00 Tow - #370
02/03/2023 $475.00 Check Date Paid:Amount: 155473 Police Executive Research Forum
12/02/2022Inv. 15497
Total PriceItem Description
$475.00 Membership renewal 2023
02/03/2023 $200.00 Check Date Paid:Amount: 155474 Pony Parties Express / Tammy Magnuson
01/25/2023Inv. 1378
Total PriceItem Description
$200.00 Event cancellation fee - Fire & Ice 2023
02/03/2023 $3,215.00 Check Date Paid:Amount: 155475 Powder Ridge Ski Corp
01/06/2023Inv. 052
Total PriceItem Description
$3,215.00 Lift tickets & equipment rental 1/6/23
02/03/2023 $462.25 Check Date Paid:Amount: 155476 Pump And Meter Service Inc
01/20/2023Inv. 371361
Total PriceItem Description
$462.25 Elec cntrl repair kit - #784
02/03/2023 $937.50 Check Date Paid:Amount: 155477 R&R Specialties of Wisconsin Inc
01/23/2023Inv. 0077976IN
Total PriceItem Description
$785.60 Repair pump motor belt - PIC
01/24/2023Inv. 0077983IN
Total PriceItem Description
$151.90 #40 Chain - PIC
02/03/2023 $465.50 Check Date Paid:Amount: 155478 Reinders Inc
01/20/2023Inv. 309330300
Total PriceItem Description
$465.50 Super Melt Icemelter
02/03/2023 $442,900.37 Check Date Paid:Amount: 155479 RJM Construction LLC
01/26/2023Inv. 9520006129
Page 48 of 52 2/6/2023 61
Total PriceItem Description
$35,227.80 PCC Renovation and Construction Project
01/26/2023Inv. 9520006130
Total PriceItem Description
$407,672.57 PCC Renovation and Construction Project 12/31/22
02/03/2023 $1,619.10 Check Date Paid:Amount: 155480 Safe Fast
01/27/2023Inv. INV271606
Total PriceItem Description
$1,531.60 Class 3 Ripstop Softshell Jackets & Hoodies
01/27/2023Inv. INV271608
Total PriceItem Description
$87.50 Class 3 Ripstop jacket
02/03/2023 $227.92 Check Date Paid:Amount: 155481 Saltco Msp LLC
01/16/2023Inv. 101811
Total PriceItem Description
$157.92 Solar salt - PIC
01/20/2023Inv. 102065
Total PriceItem Description
$70.00 Salt Equipment Rental Monthly Fee - PIC
02/03/2023 $21,000.00 Check Date Paid:Amount: 155482 Shank Constructors, Inc.
01/18/2023Inv. 3354
Total PriceItem Description
$21,000.00 Valve Stem Repair Central WTP
02/03/2023 $206.53 Check Date Paid:Amount: 155483 Sherwin Williams
01/18/2023Inv. 24753
Total PriceItem Description
$206.53 Gold paint
02/03/2023 $64.08 Check Date Paid:Amount: 155484 Shred N Go Inc
01/20/2023Inv. 145745
Total PriceItem Description
$64.08 Shredding 1/18/23
02/03/2023 $123.70 Check Date Paid:Amount: 155485 Snap-On Industrial
01/17/2023Inv. ARV55956218
Total PriceItem Description
$123.70 Swivel impact sockets
02/03/2023 $2,520.00 Check Date Paid:Amount: 155486 Sports Unlimited
02/01/2023Inv. F020123
Total PriceItem Description
$2,520.00 Flag football, Mini-sport, Soccer camps Jan 2023
02/03/2023 $3,567.98 Check Date Paid:Amount: 155487 Star Manufacturing LLC
01/19/2023Inv. 29164
Total PriceItem Description
$3,567.98 2 Way Elec ACT BV 24-240V
02/03/2023 $750.98 Check Date Paid:Amount: 155488 Streicher's Inc
01/18/2023Inv. I1611889
Total PriceItem Description
$218.98 Shirt, pants - P Nystrom
01/26/2023Inv. I1613252
Total PriceItem Description
$532.00 12 Ga Shotgun
02/03/2023 $125.00 Check Date Paid:Amount: 155489 Susa
01/31/2023Inv. F013123
Total PriceItem Description
$125.00 2023 Membership - Browen
02/03/2023 $173.50 Check Date Paid:Amount: 155490 Syn-Tech Systems Inc
Page 49 of 52 2/6/2023 62
01/27/2023Inv. 261466
Total PriceItem Description
$173.50 PROKEE ASSY/CFAS, EPOXY, BLK BODY
02/03/2023 $125.00 Check Date Paid:Amount: 155491 T Mobile
01/19/2023Inv. 9522105455
Total PriceItem Description
$125.00 GPS Locate 11/10/22 - 1/14/23
02/03/2023 $1,188.75 Check Date Paid:Amount: 155492 T Mobile
01/21/2023Inv. F012123
Total PriceItem Description
$1,188.75 Cell phones acct 968136300 12/21/22-1/20/23
02/03/2023 $1,038.50 Check Date Paid:Amount: 155493 Taho Sportswear Inc
01/17/2023Inv. 23TS0010
Total PriceItem Description
$889.00 Youth BB tee shirts
01/19/2023Inv. 23TS0059
Total PriceItem Description
$149.50 Soccer League tee shirts
02/03/2023 $329.33 Check Date Paid:Amount: 155494 Terminal Supply Company
01/26/2023Inv. 1519600
Total PriceItem Description
$75.85 Steel-Nut serts-thread
01/26/2023Inv. 1519900
Total PriceItem Description
$165.27 Connectors
01/30/2023Inv. 1609500
Total PriceItem Description
$88.21 Cotter pins
02/03/2023 $2,146.10 Check Date Paid:Amount: 155495 The Schneider Co Inc / Schneider Carpet
One01/01/2023Inv. 44418
Total PriceItem Description
$2,146.10 Furnish/install flooring in Teaming/Detective Mtg Room
02/03/2023 $4,400.00 Check Date Paid:Amount: 155496 Trenchers Plus
01/19/2023Inv. LT02495
Total PriceItem Description
$2,200.00 Streets Rental Loader Unit AX1291 - 1/9-2/6/23
01/19/2023Inv. LT02496
Total PriceItem Description
$2,200.00 Streets Rental Loader Unit AX1287 - 1/9-2/6/23
02/03/2023 $3,403.30 Check Date Paid:Amount: 155497 Uline
01/10/2023Inv. 158505793
Total PriceItem Description
$405.31 Janitorial supplies - PCC
01/10/2023Inv. 158510329
Total PriceItem Description
$1,858.36 Rubbermaid mobile safety barrier - PCC
01/12/2023Inv. 158627307
Total PriceItem Description
$464.69 Trash cans, containers, gloves - FS2
01/12/2023Inv. 158643159
Total PriceItem Description
$288.60 Folded towel dispensers - FS2
01/13/2023Inv. 158715581
Total PriceItem Description
$135.00 Drum spill workstation
01/20/2023Inv. 158968173
Page 50 of 52 2/6/2023 63
Total PriceItem Description
$251.34 Wire shelving & shelves - FS2
02/03/2023 $591.01 Check Date Paid:Amount: 155498 Unifirst Corporation
01/18/2023Inv. 0900743884
Total PriceItem Description
$294.44 Uniform rental/laundry/rugs
01/25/2023Inv. 0900745234
Total PriceItem Description
$296.57 Uniform rental/laundry/rugs
02/03/2023 $3,510.00 Check Date Paid:Amount: 155499 United Rentals (North America) Inc
11/17/2022Inv. 213204247001
Total PriceItem Description
$3,510.00 Confined space Constr training
02/03/2023 $1,002.52 Check Date Paid:Amount: 155500 Verizon Wireless
01/25/2023Inv. 9926266967
Total PriceItem Description
$1,002.52 Cell phone Acct 986687379-00002 1/26-2/25/23
02/03/2023 $30.00 Check Date Paid:Amount: 155501 Vertex Unmanned Solutions LLC
01/31/2023Inv. D2249
Total PriceItem Description
$30.00 Mavic 2 Propellers
02/03/2023 $2,808.95 Check Date Paid:Amount: 155502 Viking Safety
01/24/2023Inv. 3258270
Total PriceItem Description
$2,613.03 Green, blue, orange flags - sewer & water
01/24/2023Inv. 3258282
Total PriceItem Description
$195.92 Nitrile gloves
02/03/2023 $1,332.24 Check Date Paid:Amount: 155503 Water Conservation Services Inc
01/24/2023Inv. 12899
Total PriceItem Description
$1,332.24 Leak Locates - 1/1-1/13/23
02/03/2023 $30.00 Check Date Paid:Amount: 155504 Nickie Welsh
01/26/2023Inv. 1200
Total PriceItem Description
$30.00 Twitter for Beginners
02/03/2023 $3,690.00 Check Date Paid:Amount: 155505 Wild Mountain Inc
01/30/2023Inv. 276
Total PriceItem Description
$3,690.00 Lift tickets & equipment rental 1/20/23
02/03/2023 $8,439.82 Check Date Paid:Amount: 155506 William E Young Co Inc
01/18/2023Inv. 20924
Total PriceItem Description
$8,439.82 Well # 10 Magnetic Flowmeter
02/03/2023 $24,740.50 Check Date Paid:Amount: 155507 WSB & Associates
01/26/2023Inv. R01685800013
Total PriceItem Description
$1,980.50 Maple Creek Drainage Improvement Project thru 12/31/22
01/26/2023Inv. R01871500010
Total PriceItem Description
$3,449.25 Eng Design Services - Bass Lake Estates Stream Restor 12/31/22
01/26/2023Inv. R01959900010
Total PriceItem Description
$4,444.50 City Center Roadway Rehab Concept Engineering Dec 2022
01/24/2023Inv. R0209230005
Page 51 of 52 2/6/2023 64
Total PriceItem Description
$2,575.00 Class SA Wastewater treatment facility operator support 12/31/22
01/26/2022Inv. R0213220004
Total PriceItem Description
$12,291.25 Four Seasons Mall Water Quality Engineering thru 12/31/22
02/03/2023 $40,971.34 Check Date Paid:Amount: 155508 Xcel Energy
01/23/2023Inv. 813075035
Total PriceItem Description
$7,404.71 City Parks Acct 5150974955
01/23/2023Inv. 813093443
Total PriceItem Description
$33,488.03 City Buildings Acct 5167107940
01/25/2023Inv. 813534989
Total PriceItem Description
$78.60 Water towers Acct 5147228160
02/03/2023 $73.50 Check Date Paid:Amount: 155509 Zoyoga & Fitness
01/30/2023Inv. Jan2023
Total PriceItem Description
$73.50 Slow Flow Yoga on Zoom
02/03/2023 $261.04 Check Date Paid:Amount: 155510 Dave Callister
01/31/2023Inv. F013123
Total PriceItem Description
$35.23 Reimburse meeting expense - Jan 2023
01/31/2023Inv. F013123-1
Total PriceItem Description
$225.81 Reimburse mileage - Jan 2023
02/03/2023 $2,230.48 Check Date Paid:Amount: 155511 City of Wayzata
01/24/2023Inv. F012423
Total PriceItem Description
$2,230.48 Q1 TZD Grant Payment - Wayzata
02/03/2023 $2,531.25 Check Date Paid:Amount: 155512 Law Enforce Labor Services Inc / LELS
01/27/2023Inv. 2023-00000016
Total PriceItem Description
$1,991.25 01/27/2023 Deduction Police Union Dues
$438.75 01/27/2023 Deduction SGT Union Dues
$101.25 01/27/2023 Deduction Captain Union Dues
02/03/2023 $79.25 Check Date Paid:Amount: 155513 Ben Scharenbroich
01/30/2023Inv. F012523
Total PriceItem Description
$79.25 Reimburse mileage - 2023 MECA Conference
02/03/2023 $16.19 Check Date Paid:Amount: 155514 Denise Whalen
01/23/2023Inv. F012323
Total PriceItem Description
$16.19 Reimburse HRA Scattered Site Keys
Total Payments:Total Amount Paid:$4,980,823.12 437
Page 52 of 52 2/6/2023 65
Check Payment Register - UB Refunds
01/14/2023 02/03/2023to
01/20/2023 $192.50 Check Date Paid:Amount: Mark Cemensky155108
Refund 01/20/2023 Overpayment - Final Account Refund
01/20/2023 $265.86 Check Date Paid:Amount: Lee Danielson155109
Refund 01/20/2023 Overpayment - Final Account Refund
01/20/2023 $35.94 Check Date Paid:Amount: Cynthia Jahnke155110
Refund 01/20/2023 Overpayment - Final Account Refund
01/20/2023 $79.26 Check Date Paid:Amount: David Kloyda155111
Refund 01/20/2023 Overpayment - Final Account Refund
01/20/2023 $900.00 Check Date Paid:Amount: Ben Moffitt155112
Refund 01/20/2023 Overpayment - Refund request by customer
01/20/2023 $91.84 Check Date Paid:Amount: Cory Sills155113
Refund 01/20/2023 Overpayment - Final Account Refund
01/27/2023 $83.79 Check Date Paid:Amount: Jason Aleshire155226
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $72.07 Check Date Paid:Amount: John Branstad155227
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $71.43 Check Date Paid:Amount: Diane Carlson155228
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $52.08 Check Date Paid:Amount: Neil Damrow155229
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $69.68 Check Date Paid:Amount: James Humphrey155230
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $67.71 Check Date Paid:Amount: Jay Kay Business Properties LLC155231
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $79.59 Check Date Paid:Amount: William Kwasny155232
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $97.69 Check Date Paid:Amount: Lynn Mellang155233
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $113.27 Check Date Paid:Amount: Opendoor Property Trust LLC155234
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $112.97 Check Date Paid:Amount: Rosemarie Stanke155235
Refund 01/27/2023 Overpayment - final account refund
01/27/2023 $22.50 Check Date Paid:Amount: John Vogelgesang155236
Refund 01/27/2023 Overpayment - final account refund
02/03/2023 $114.26 Check Date Paid:Amount: Barrett Boe155364
Refund 02/03/2023 Overpayment - final account refund
02/03/2023 $133.31 Check Date Paid:Amount: Curtis Brandt155365
Refund 02/03/2023 Overpayment - final account refund
02/03/2023 $96.67 Check Date Paid:Amount: Andrea Brokaw155366
Refund 02/03/2023 Overpayment - final account refund
02/03/2023 $155.75 Check Date Paid:Amount: Krishna Gajjala155367
Refund 02/03/2023 Overpayment - final account refund
02/03/2023 $73.40 Check Date Paid:Amount: Liang Sheng LLC155368
Refund 02/03/2023 Overpayment - final account refund
02/03/2023 $58.60 Check Date Paid:Amount: Schulz & Sill Properties LLC155369
Page 1 of 2 2/6/2023 66
Refund 02/03/2023 Overpayment - final account refund
02/03/2023 $154.76 Check Date Paid:Amount: Dean Schumann155370
Refund 02/03/2023 Overpayment - final account refund
02/03/2023 $66.77 Check Date Paid:Amount: Clinton Stensrud155371
Refund 02/03/2023 Overpayment - final account refund
Total Refunds:Total Amount Paid:$3,261.70 25
Page 2 of 2 2/6/2023 67
68
69
Invoice Expense Distribution for Period Ended 02/03/23 Council Meeting 02/14/23
FUND 100 General Fund 727,061.73
200 Recreation Fund 53,762.25
210 Parker's Lake Cemetery Maint 0.00
220 Transit System Fund 31,462.83
234 Economic Development Fund 0.00
240 Lawful Gambling 0.00
250 Comm Dev Block Grant Fund 17,875.26
254 HRA Section 8 Fund 315.00
254 HAP Check Summary 289,750.35
258 HRA General Fund 2,617.26
308 2005A TIF #1-1 0.00
310 2009A TIF #7-5A Refund 1998A 0.00
312 2010A GO Open Space 0.00
314 2012A GO Refunding 2004A 0.00
315 2015A GO Open Space 0.00
316 Plymouth Creek Center Bonds 0.00
400 General Capital Projects Fund 110,525.36
401 Minnesota State Aid Fund 0.00
404 Community Improvement 0.00
405 Park Replacement Fund 0.00
406 Street Reconstruction Fund 0.00
407 Project Administration Fund 0.00
408 Park Construction 0.00
409 Capital Improvement Fund 0.00
412 Water Sewer Replace 0.00
413 Improvement Project Construction 637,354.37
417 Project Warranty Repairs 0.00
418 Utility Trunk System Expansion 0.00
420 Water Sewer Construction 0.00
421 ENT-Water Resources Constrctn 0.00
422 TIF 7-4 PTP Construction 0.00
423 TIF 7-5 Rottlund (Const)0.00
424 TIF 7-6 Berkshire 0.00
425 TIF Housing Assistance Program 0.00
426 TIF 7-7 Stonecreek 0.00
427 TIF 1-1 Shops at Plymth Crk 0.00
428 TIF 1-2 Vicksburg Commons 20,138.80
429 TIF HRA 1-3 Crossroads Station 87,039.62
432 TIF 7-8 Quest 202,972.09
433 TIF 7-9 Four Seasons 2,380.00
434 TIF 7-10 Sands 0.00
435 Plymouth Creek Center Expansion 447,528.96
436 Doran Bassett Creek 0.00
437 CON - Fire Stations 122,674.10
500 Water Fund 371,871.55
510 Water Resources Fund 438,827.30
520 Sewer Fund 644,451.67
530 Solid Waste Management Fund 0.00
540 Ice Center Fund 43,365.01
550 Field House Fund 25,372.05
600 Central Equipment Fund 312,435.40
610 Public Facilities Fund 94,679.07
620 Information Technology Fund 220,321.49
630 Risk Management Fund 21,586.22
640 Employee Benefits Fund 343,273.05
660 Resource Planning 2,530.82
700 Parkers's Lake Cemetery 0.00
800 Investment Trust Fund 1,663.56
850 Plymouth Town Square 0.00
851 Vicksburg Crossing 0.00
Total Invoice Expense Distribution:5,273,835.17
70
CITY OF PLYMOUTH
RESOLUTION NO. 2023-043
RESOLUTION APPROVING DISBURSEMENTS ENDING FEBRUARY 3, 2023
WHEREAS, a list of disbursements for the period ending February 3, 2023 was presented to the
City Council for approval.
NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH,
MINNESOTAthat the payment of the list of disbursements of the following funds is approved.
US Bank – Check Register
General & Special Revenue $ 830,162.07
Construction & Debt Service $ 1,630,613.30
Enterprise & Internal Service $ 2,520,377.19
Housing Redevelopment $ 2,932.26
Check Register Total $ 4,984,084.82
US Bank – Housing Assistance Payments
Housing & Redevelopment Authority $ 289,750.35
$ 289,750.35
GRAND TOTAL FOR ALL FUNDS $ 5,273,835.17
APPROVED by the City Council on this 14th day of February, 2023.
71
Regular City
Council
February 14, 2023
Agenda
Number:6.3
To:Dave Callister, City Manager
Prepared by:Michael Payne, Assistant City Engineer
Reviewed by:Michael Thompson, Public Works Director
Item:Approve plans and specifications, order advertisement for bids,
and authorize "No Parking" for the Chankahda Trail
Reconstruction Project - Phase 2 (ST230002)
1.Action Requested:
Adopt attached resolutions approving plans and specifications, ordering advertisement for bids,
and authorizing "No Parking" for the Chankahda Trail Reconstruction Project – Phase 2 (ST230002).
2.Background:
This project includes Chankahda Trail from Peony Lane/Maple Grove Parkway to Vicksburg Lane and
is included in the 2023-2032 Capital Improvement Plan (CIP) with construction scheduled for 2023.
Improvements with the project includes reconstructing the roadway to meet city standards, trail
construction, signal improvements, and storm sewer and storm water improvements.
Council designated Kimley-Horn and Associates as the consulting engineer for the project in July of
2022. Bids for this project are scheduled to be received on March 24, 2023 with a project award
recommendation anticipated for the April 25, 2023 Council meeting. The box culvert for the project
was previously bid and Council awarded the contract on December 13, 2022.
3.Budget Impact:
This project is included in the 2023-2032 Capital Improvement Plan at an estimated cost of $9.55
million. The project may be funded through American Rescue Plan Act (ARPA) funds or surplus
funds, along with local funds and potentially state bonds if the City’s capital request moves forward.
4.Attachments:
Location Map
City Council Resolution 2023-044
City Council Resolution 2023-045
72
Plymouth
Dog Park
The Meadows
Playfield
Aspen Ridge
Meadow Ridge
Elementary
Horseshoe
Hill
The Meadows
Northwest
Greenway
THIS REPRESENTS A COMPILATION OF INFORMATION AND DATA FROM CITY, COUNTY, STATE AND OTHER SOURCES THAT HAS NOT BEEN FIELD VERIFIED. INFORMATION SHOULD BE FIELD VERIFIED AND COMPARED WITH ORIGINAL SOURCE DOCUMENTS.
Ü
0 1,140 Feet
Chankahda Trail Reconstruction
Project - Phase 2
City Project ST230002
Location Map
Chankahda Trail
- Project Location
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73
CITY OF PLYMOUTH
RESOLUTION NO. 2023-044
RESOLUTION APPROVING PLANS AND SPECIFICATIONS,AND ORDERING ADVERTISEMENT
FOR BIDS FOR THE CHANKAHDA TRAIL RECONSTRUCTION PROJECT – PHASE 2 (ST230002)
WHEREAS, pursuant to a resolution of the City Council adopted July 26, 2022, the City Engineer
has prepared plans and specifications for improvement No. ST230002, the Chankahda Trail
Reconstruction Project – Phase 2, including Chankahda Trail between Peony Lane/Maple Grove Parkway
and Vicksburg Lane by pavement reconstruction, trail construction, signal improvement, utility, and
storm water improvements, and all necessary appurtenances, and has presented such Plans and
Specifications to the Council for approval.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA:
1.Such plans and specifications, a copy of which is attached hereto and made a part hereof,
are hereby approved.
2.The City Clerk shall prepare and cause to be inserted in the official paper and on Quest
CDN an advertisement for bids upon the making of such improvement under such approved plans and
specifications. The advertisement shall be published two times, shall specify the work to be done, shall
state that bids will be received online by QuestCDN until 10:00 a.m. on March24, 2023 at which time
they will be publicly displayed in the City Council Chambers of the Plymouth City Center building at 3400
Plymouth Boulevard, Plymouth, Minnesota, by the City Engineer and City Clerk, will then be tabulated,
and will be considered by the council at 7:00 p.m. on April 25, 2023, in the Council Chambers. Any
bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to
address the Council on the issue of responsibility. No bids will be considered unless submitted online via
the QuestCDN bidding site and accompanied by a cash deposit, cashier's check, bid bond or certified
check payable to the City Clerk for five percent of the amount of such bid.
APPROVED by the City Council on this 14th day of February, 2023.
74
CITY OF PLYMOUTH
RESOLUTION NO. 2023-045
RESOLUTION TO AUTHORIZE “NO PARKING”FOR THE
CHANKAHDA TRAIL RECONSTRUCTION PROJECT – PHASE 2 (ST230002)
WHEREAS, Chankahda Trail, from County State Aid Highway 101 to County State Aid 61, is
classified as a minor arterial roadway and is a Municipal State Aid Street; and
WHEREAS, this segment of roadway currently does not accommodate parking; and
WHEREAS, an official resolution memorializing the restriction of parking is required in order for
the roadway to be eligible for Minnesota State Aid funds to be used to improve the roadway; and
WHEREAS, the City Council finds that the recommended “No Parking” along this segment of
roadway is appropriate.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA that it hereby authorizes the installation of “No Parking” signs along both sides of
Chankahda Trail from County State Aid Highway 101 to County State Aid Highway 61.
APPROVED by the City Council on this 14th day of February, 2023.
75
Regular City
Council
February 14, 2023
Agenda
Number:6.4
To:Dave Callister, City Manager
Prepared by:Lori Sommers, Senior Planner
Reviewed by:Maria Solano, Deputy City Manager
Item:Approve a variance to allow a swimming pool in the front yard
at 19040 County Road 6 (Scanlon Inc. - 2022086)
1.Action Requested:
Adopt the attached resolution approving a variance to allow a swimming pool and related
mechanical equipment in the front yard at 19040 County Road 6.
Approval requires a 4/7 vote of the City Council.
2.Background:
On January 18, 2023, the Planning Commission conducted a public meeting and subsequently voted
to unanimously recommend approval. The applicant was present in support of the request. A copy
of the Planning Commission meeting minutes and report are attached. Notice of the Planning
Commission's public meeting was mailed to all property owners within 200 feet of the site.
3.Budget Impact:
N/A
4.Planning Review Deadline: *
April 15, 2023
5.Attachments:
Planning Commission Minutes
Planning Commission Report
Applicants Narrative and Graphics
City Council Resolution 2023-046
76
1
Proposed Minutes January 18, 2023
Proposed Minutes
Planning Commission Meeting
January 18, 2023
Chair Boo called a Meeting of the Plymouth Planning Commission to order at 7:00 p.m. in the
Council Chambers of City Hall, 3400 Plymouth Boulevard, on January 18, 2023.
COMMISSIONERS PRESENT: Chair Michael Boo, Marc Anderson, Julie Olson, Neha
Markanda, Jennifer Jerulle, and Josh Fowler.
COMMISSIONERS ABSENT: Bill Wixon
STAFF PRESENT: Planning and Development Manager Chloe McGuire, Senior Planner Shawn
Drill, Senior Planner Kip Berglund, and Engineering Services Manager Chris McKenzie.
Chair Boo led the Pledge of Allegiance.
Approval of Agenda
Motion was made by Commissioner Anderson and seconded by Commissioner Olson to approve
the agenda. With all Commissioners voting in favor, the motion carried.
Consent Agenda
(4.1) Planning Commission minutes from meeting held on December 7, 2022.
(4.2) Variance to allow a swimming pool in the front yard at 19040 County Road 6
(Scanlon Inc – 2022086)
(4.3) Variance to allow an eight-foot fence in the side yard at 17145 9th Ave N (Robert
Mueller – 2022085)
(4.4) Review 2023 Meeting Dates
Motion was made by Commissioner Anderson and seconded by Commissioner Olson to approve
the consent agenda. With all Commissioners voting in favor, the motion carried.
77
Agenda Number
File 2022086
PLYMOUTH COMMUNITY AND ECONOMIC
DEVELOPMENT DEPARTMENT
PLANNING AND ZONING
STAFF REPORT
TO:Plymouth Planning Commission
FROM:Lori Sommers, Senior Planner (509-5457)
MEETING DATE:January 18, 2023
APPLICANT:Scalon Inc.
PROPOSAL:Variance to allow a swimming pool in the front yard
LOCATION:19040 County Road 6
GUIDING:LA-1 (living area 1)
ZONING:FRD (future restricted development)
REVIEW DEADLINE:April 15, 2023
DESCRIPTION OF REQUEST:
The applicant is requesting approval of variance to allow a swimming pool and related mechanical
equipment in the front yard of the existing home. The pool and associated apron would be located
approximately 417 feet from the front property line and a minimum of 57 feet from the west
property line where the zoning ordinance requires swimming pools to be located in the side or rear
yard, except for some corner or multiple frontage lots.
Notice of the public meeting was mailed to all property owners within 200 feet of the site. A copy
of the notification area map is attached.
78
2022086
Page 2
CONTEXT:
Surrounding Land Uses
Adjacent Land Use Guiding Zoning
North Mooney Lake NA NA
South Single-family home (unplatted)LA-1 FRD
East Single-family home (unplatted)LA-1 FRD
West Single-family home (unplatted)LA-1 FRD
Natural Characteristics of Site
The lot is located in the Minnehaha Creek watershed. It is located in a shoreland management
overlay district. There are no wetlands or floodplain on the property.
Previous Actions Affecting Site
The home was built in 1962.
LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The city’s discretion in approving or denying a variance is limited to whether or not the proposal
meets the standards for a variance. The city has a relatively high level of discretion with a variance
because the burden of proof is on the applicant to show that they meet the standards for a variance.
ANALYSIS OF REQUEST:
The applicant requests to construct a 18-foot by 20-foot in-ground therapeutic swimming pool in
the front yard of the existing home. The pool area would be fully enclosed with fencing, as required
by the building code. The applicant has indicated that the pool will have the traditional underwater
pool lighting with no plans for any additional lighting surrounding the pool.
The FRD zoning district lot size and width requirements are 20 acres and 500 feet, respectively.
The lot is 5.33 acres and the existing home is accessed via easement and setback approximately
615 feet off a private roadway. Perimeter trees screen the property from the private road and
neighbors. The subject property is 232,340.42 square feet (5.33 acres). The existing home is
setback approximately 615 feet from the front property line where 25 feet is specified by the zoning
ordinance. The backyard of the home abuts Mooney Lake and has a fairly steep topography. The
homes septic tank is also located in the backyard.
Staff reviewed the request according to the standards listed in section 21030 of the zoning
ordinance and has made the following findings:
79
2022086
Page 3
1. The variance, and its resulting construction or project, would be in harmony with the general
purposes and intent of this Chapter, and would be consistent with the comprehensive plan.
2. The applicants have demonstrated that there are practical difficulties in complying with the
ordinance regulations, because:
a. the request is reasonable and the property would be used in a reasonable manner;
b. the request is due to circumstances not created by the landowners as the rear yard
contains steep grades leading towards Mooney Lake. The homes septic tank is also
located in the rear yard and the placement of the home further back on the lot limits
the area for a swimming pool; and
c. the variance would not alter the essential character of the lot or neighborhood. The
proposed in-ground swimming pool would not be visible from County Road 6 as
the home is accessed via an easement for a private roadway.
3. The variance request is not based exclusively upon economic considerations.
4. The requested variance and resulting construction would not be detrimental to the public
welfare, nor would it be injurious to other land or improvements in the neighborhood. The
proposed swimming pool would be screened from view from the neighbors and the street.
5. The requested variance, and its resulting construction or project, would not impair an adequate
supply of light and air to adjacent properties, nor would it substantially increase traffic
congestion in public streets, increase the danger of fire, endanger the public safety, or
substantially diminish property values within the neighborhood.
6.The variance requested is the minimum action required to address the practical difficulties.
RECOMMENDATION:
Community and Economic Development Department staff recommends approval of the requested
variance at 19040 County Road 6, subject to the findings and conditions listed in the attached
resolution.
ATTACHMENTS:
1. Draft Resolution Approving Variance
2. Variance Standards
3. Location Map
4. Aerial Photo
5. Notification Area Map
6. Applicant’s Narrative and Graphics
80
Forms: ZOvariancestds.docx
Community Development Department
3400 Plymouth Boulevard
Plymouth, MN 55447
(763)509-5450
FAX (763) 509-5407
ZONING ORDINANCE
VARIANCE STANDARDS
The City Council or Zoning Administrator may approve a variance application (major or
minor, respectively) only upon finding that all of the following criteria, as applicable,
have been met:
1. The variance, and its resulting construction or project, would be in harmony with the
general purposes and intent of this Chapter, and would be consistent with the
comprehensive plan.
2. The variance applicant has satisfactorily established that there are practical difficulties
in complying with this Chapter. “Practical difficulties” means that:
a. the applicant proposes to use the property in a reasonable manner not permitted by
this Chapter;
b. the plight of the landowner is due to circumstances unique to the property that
were not created by the landowner; and
c. the variance, if granted, would not alter the essential character of the locality.
3. The variance request is not based exclusively upon economic considerations.
4. The variance, and its resulting construction or project, would not be detrimental to the
public welfare, nor would it be injurious to other land or improvements in the
neighborhood.
5. The variance, and its resulting construction or project, would not impair an adequate
supply of light and air to adjacent properties, nor would it substantially increase traffic
congestion in public streets, increase the danger of fire, endanger the public safety, or
substantially diminish property values within the neighborhood.
6. The variance requested is the minimum action required to address or alleviate the
practical difficulties.
Section 21030-Plymouth Zoning Ordinance
81
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P-I, Public/Semi-Public/Institutional
202208619040 County Road 6Request for Variance
C o u n t y R d . 6Yellowstone Ln.
Mooney Lake
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202208619040 County Road 6Request for Variance
Mooney Lake
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He nn epin Co u n ty L oc ate & N o tify Map
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Buffer Size:200Map Co mm e nts :
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Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us
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PDF created with pdfFactory trial version www.pdffactory.com 88
CITY OF PLYMOUTH
RESOLUTION NO. 2023-046
RESOLUTION APPROVING A VARIANCE FOR SCANLON INC.FOR
PROPERTY LOCATED AT 19040 COUNTY ROAD 6 (2022086)
WHEREAS, Scanlon Inc. has requested approval of a variance to allow a swimming pool and
related mechanical equipment in the front yard where the side and rear yards are specified; and
WHEREAS, the variance would allow construction of a swimming pool, mechanicals, associated
apron and fence in the front yardof the existing home; and
WHEREAS, the subject property is legally described as: That part of Government Lot 6, Section
30, Township 118, Range 22, Hennepin County, State of Minnesota, described as follows: Commencing
at the Southwest corner of said Section 30; thence North, along the West line of Government Lot 6, a
distance of 5.43 chains, to the center lien of County Highway Number 6; thence continuing North along
said West line 715.8 feet; thence East, at a right angle, a distance of 208.5 feet, to the point hereinafter
referred to as point A; thence deflecting to the right, at an angel of 43 degrees 17 minutes to its
intersection with a line parallel with and 283.50 feet easterly of the west line of said Government Lot 6,
to the point of beginning; thence northwesterly to the aforementioned point A; thence deflecting to the
right, at an angle of 91 degrees 43 minutes to an intersection with a line parallel with and 307.70 feet
easterly of the west line of said Government Lot 6; thence northerly, along said parallel line to the shore
of Mooney Lake; thence easterly along said shoreline to the east line of the west 602.00 feet of said
Government Lot 6; thence southerly, along said east line, to a point 753.9 feet northerly from the center
line of County Highway No 6; thence, at an angle of 87 degrees 59 minutes 318.50 feet to the point of
beginning; and
WHEREAS, the Planning Commission has reviewed said request at a duly called public meeting.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA, that it should and hereby does approve the request by Scanlon Inc. for a variance to allow
an in-ground swimming pool and related mechanical equipment in the front yard where the side or rear
yard is specified, for 19040 County Road 6, subject to the following findings and conditions:
1.The requested variance is hereby approved to allow an18-foot by 20-foot in-ground swimming
pool and related mechanical equipment in the front yard, in accordance with the application and
plans received by the City on December 6, 2022, and additional information on December 16, 2022,
except as may be amended by this resolution.
2.The requested variance is approved, based on the finding that all applicable variance standards
have been met. Specifically,
a. The variance, and its resulting construction or project, would be in harmony with the general
purposes and intent of this Chapter, and would be consistent with the comprehensive plan.
89
Resolution 2023-046
(2022086)
Page 2
b. The applicants have demonstrated that there are practical difficulties in complying with the
ordinance regulations, because:
1. The request is reasonable, and the property would be used in a reasonable manner; and
2. The request is due to circumstances not created by the landowners as the rear yard
contains steep grades leading towards Mooney Lake. The homes septic tank is also located
in the rear yard and the placement of the home further back on the lot limits the area for a
swimming pool; and
3. The variance would not alter the essential character of the lot or neighborhood. The
proposed in-ground swimming pool would not be visible from County Road 6 as the home
is accessed via an easement for a private roadway.
c. The variance request is not based exclusively upon economic considerations.
d. The requested variance and resulting construction would not be detrimental to the public
welfare, nor would it be injurious to other land or improvements in the neighborhood. The
proposed swimming pool would be screened from view from the neighbors and the street.
e. The requested variance, and its resulting construction or project, would not impair an adequate
supply of light and air to adjacent properties, nor would it substantially increase traffic
congestion in public streets, increase the danger of fire, endanger the public safety, or
substantially diminish property values within the neighborhood.
f.The variance requested is the minimum action required to address the practical difficulties.
3.A building permit is required prior to commencement of the project.
4.An electrical permit and a mechanical permit are required prior to commencement of the project.
5.Prior to issuance of the building permit,the applicant shall fulfill the requirements, submit the
required information, and revise the plans as indicated below, consistent with the applicable City
code, zoning ordinance, and engineering guidelines:
a. Obtain a fence permit that meets the fencing requirements for a pool.
b. A Minnehaha Creek watershed permit will be required if over 200 cubic yards will be
disturbed.
c. Receive approval from engineering on final plans.
6.The variance shall expire one year after the date of approval, unless the property owner or
applicants have commenced the authorized improvement or use, or unless the applicants, with the
consent of the property owner, have received prior approval from the city to extend the expiration
date for up to one additional year, as regulated under section 21030.06 of the Zoning Ordinance.
APPROVED by the City Council on this 14th day of February, 2023.
90
Resolution 2023-046
(2022086)
Page 3
STATE OF MINNESOTA)
COUNTY OF HENNEPIN) SS.
The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota,
certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on
February 14, 2023, with the original thereof on file in my office, and the same is a correct transcription
thereof.
WITNESS my hand officially as such City Clerk and the Corporate seal of the City this _________day of
_______________,______.
____________________________________
City Clerk
91
Regular City
Council
February 14, 2023
Agenda
Number:6.5
To:Dave Callister, City Manager
Prepared by:Jodi Gallup, City Clerk/Administrative Coordinator
Reviewed by:Maria Solano, Deputy City Manager
Item:Approve tobacco license application of Kareem Inc d/b/a I Mart
Stores, 4140 Berkshire Lane North
1.Action Requested:
Adopt attached resolution approving tobacco license application of Kareem Inc d/b/a I Mart Stores,
4140 Berkshire Lane North.
2.Background:
Kareem Inc d/b/a I Mart Stores has submitted an application for a tobacco license at 4140 Berkshire
Lane North. This is an established business with Kareem Inc assuming new ownership.
3.Budget Impact:
License fee has been received.
4.Attachments:
City Council Resolution 2023-047
92
CITY OF PLYMOUTH
RESOLUTION NO. 2023-047
RESOLUTION APPROVING TOBACCO LICENSE APPLICATION OF
KAREEM INC D/B/A I MART STORES,
4140 BERKSHIRE LANE NORTH
WHEREAS, Kareem Inc d/b/a I Mart Stores, has submitted a tobacco license application for I
Mart Stores located at 4140 Berkshire Lane North; and
WHEREAS, the license fee has been received.
NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH,
MINNESOTAthat the tobacco license application submitted by Kareem Inc for I Mart Stores at 4140
Berkshire Lane North is approved for a license period to expire December 31, 2023.
APPROVED by the City Council on this 14th day of February, 2023.
93
Regular City
Council
February 14, 2023
Agenda
Number:6.6
To:Dave Callister, City Manager
Prepared by:Chris LaBounty, Deputy Public Works Director/City Engineer
Reviewed by:Michael Thompson, Public Works Director
Item:Designate engineer for 2024 Old Rockford Road Trunk
Watermain Lining Project (WA249005)
1.Action Requested:
Adopt attached resolution designating engineer for the 2024 Old Rockford Road Trunk Watermain
Lining Project (WA249005).
2.Background:
This project is included in the 2023-2032 Capital Improvement Program with construction scheduled
for 2024. This is part of the city's ongoing trunk watermain lining program which is designed to
rehabilitate larger water pipes in the city's distribution system that are showing signs of failure
under roadways not scheduled for pavement improvements in the next ten years. This method of
lining the inside of the pipes is a trenchless technique, which greatly reduces pavement impacts,
and often decreases barriers to traffic flow compared to a traditional replacement project. The 2024
project will rehabilitate the existing 16-inch watermain pipe beneath the pavement of Old Rockford
Road generally between Peony Lane and Dunkirk Lane. This segment of pipe has a history of breaks.
A Request for Proposal was solicited for engineering services to include a feasibility review, design
engineering, bidding services, private utility coordination, and permitting for the project. The
proposal submitted by Bolton & Menk, Inc. showed a good understanding of the project. This firm
has a project team with the experience necessary to deliver the project and has successfully
completed previous projects in the city. The total estimated engineering fees proposed by Bolton &
Menk, Inc. are $179,970. Staff recommends designating Bolton & Menk, Inc. as the engineer for this
project.
3.Budget Impact:
This project is included in the proposed 2023-2032 CIP for construction in 2024 at an estimated cost
of $2,375,000.
4.Attachments:
Proposal
City Council Resolution 2023-048
94
January 24, 2022
Mr. Chris LaBounty, P.E.
City Engineer
City of Plymouth, MN
3400 Plymouth Blvd
Plymouth, MN 55447
Re: Proposal for Professional Engineering and Surveying Services
Old Rockford Road Watermain Rehabilitation – Feasibility, Data Collection, & Final Design
Mr. LaBounty:
We are pleased to offer you our proposal for professional services for the feasibility, data collection, and final
design of the City of Plymouth’s Old Rockford Road Watermain Rehabilitation Project. This proposal is based on
our conversations and review of the project area, our recent project-related discussions, our initial review of
project area documentation, and our recent experience with similar efforts for the City of Plymouth. Our proposed
effort involves an estimated 1,074 hours of Bolton & Menk staff time. The associated proposed hourly, not-to-
exceed fee is $179,970 which includes a $10,000 allowance for geotechnical testing costs that will be utilized
during final design.
Following this cover letter, please find:
· Proposed Scope of Work (Exhibit 1) detailing the proposed process and scope of work to be performed
by Bolton & Menk.
· Detailed Hourly Work Plan & Fee Estimate
Thank you for allowing Bolton & Menk to submit this proposal for your consideration. If this proposal is
acceptable, please send the City’s standard agreement and we will get it executed. We truly appreciate the
opportunity to work with the City of Plymouth on this project and understand the importance of these repairs.
Upon authorization to proceed, Bolton & Menk will get started immediately on these efforts for the City.
Please contact me at (952) 358-1845 with any questions or comments.
Sincerely,
Bolton & Menk, Inc.
Mitchell R Hoeft, P.E.
Principal Engineer/Trenchless Group Manager
cc: Abbie Browen, Public Works Operations Manager
Mike Waltman, PE – Client Service Manager, Bolton & Menk
95
BOLTON & MENK, INC.
City of Plymouth: Old Rockford Road Watermain Improvements January 24, 2022
1
EXHIBIT 1: PROPOSED SCOPE OF WORK
FEASIBILITY STUDY, SURVEY, & FINAL DESIGN
OLD ROCKFORD ROAD WATERMAIN REHABILITATION PROJECT
CITY OF PLYMOUTH, MINNESOTA
A. BASIC SERVICES
The City has identified that the public watermain along Old Rockford Road (between
Peony Lane North and Dunkirk Lane North) is approaching the end of its service life and
is due for replacement or rehabilitation. This includes approximately 4,100 LF of 16-
inch watermain to be repaired with this project.
Bolton & Menk, Inc. will complete a feasibility study, field data collection, and final
preparation of plans and specifications for the proposed improvements within the project
area. The following staff are anticipated to be most heavily involved in the proposed
efforts:
Name Title Hourly Rate
Mike Waltman, P.E. Principal Engineer / CSM $ 198.00
Mitchell Hoeft, P.E. Principal Engineer/Project Manager $ 186.00
Logan Schottroff
Eric Wilfahrt, L.S.
Trenchless Design Engineer
Survey Manager
$ 142.00
$ 185.00
Average rates for other staff to be used on the project are listed on the Estimate of Project
Fees. A description of our proposed services is detailed below in correlation to the
Detailed Work Plan.
Task 1: Project Scoping & Feasibility Study
Under this task, project staff will become familiar with the overall scope of work and
general needs of this project.
In general, the goals of the feasibility study are to:
1. Analyze existing project area related information (As-builts, utility mapping, GIS
data, and break history)
2. Review and comparison of alternative trenchless pipe replacement/rehabilitation
solutions (Horizontal Directional Drilling (HDD), Cured-In-Place-Pipe (CIPP),
Pipe Bursting, & Open Cut Replacement) in consideration of existing project area
information and site conditions
3. Analyze the feasibility, impacts of construction on the traveling public, and
anticipated costs of construction.
Below are task specific deliverables that will occur throughout Task 1 of this project.
96
BOLTON & MENK, INC.
City of Plymouth: Old Rockford Road Watermain Improvements January 24, 2022
2
1.1 Feasibility Related Meetings
Bolton and Menk will produce agendas and lead meetings with Plymouth staff to develop
a better understanding of the existing conditions of the watermain in the project area and
to discuss alternative replacement/rehabilitation methods to be evaluated in the feasibility
study process.
Bolton & Menk will coordinate review and discussion with Plymouth staff at multiple
intervals throughout the feasibility stage of the project. Anticipated feasibility related
meetings include:
1. A kickoff meeting with city staff to commence the feasibility study.
2. A feasibility study conclusion meeting following the completion of the final
trenchless impact figures and construction cost estimates for the selected
trenchless replacement/rehabilitation method. At this meeting we will review the
deliverables of the feasibility study and prepare to initiate the data collection and
final design phases of the project.
1.2 Review of Existing Infrastructure Data
Bolton & Menk will review existing infrastructure data for incorporation in the feasibility
report.
Sources to be reviewed include:
1. GIS Data & Utility Mapping
2. Record Drawings/As-Builts
3. Watermain Condition and/or Break Locations
After review of this information, Bolton & Menk will facilitate a meeting with Plymouth
staff to discuss the existing conditions and receive input from staff regarding knowledge
of the utility problems and any additional anticipated replacement or rehabilitation needs.
1.3 Review Applicable Trenchless Technologies with City Staff
Upon conclusion of the feasibility study kickoff meeting, and after gaining an
understanding of general site constraints, Bolton & Menk will schedule a meeting with
Plymouth staff to review applicable trenchless replacement/rehabilitation related options
that are available to the project (HDD, CIPP, Pipe Bursting, Open Cut Replacement) and
gather feedback from the community on their desired approach. Preliminary construction
figures and cost estimates may be developed to assist in the final decision-making
process between as many as three (3) applicable construction methods.
1.4 Develop Final Construction Impact Figures
Bolton and Menk will develop final construction impact figures associated with the
recommended method of pipe replacement/rehabilitation for the project area. Figures
will illustrate preliminary estimated construction limits, pipe rehabilitation items, and the
general constructability impacts to the proposed project corridor.
97
BOLTON & MENK, INC.
City of Plymouth: Old Rockford Road Watermain Improvements January 24, 2022
3
1.5 Preliminary Estimate, Project Scoping, and Budget Review
Upon completion of the Construction Impact Figures, Bolton & Menk, Inc. will prepare
an itemized preliminary cost estimate for the proposed construction
replacement/rehabilitation method defined above. This will give staff an opportunity to
review budget constraints and right-size the project if needed to facilitate construction
activities.
Task 2: Data Collection (GIS/Survey)
2.01-2.09 Data Collection (GIS/Survey)
At which time that the feasibility task of the project is far enough along to determine the
method of watermain replacement, and the location of construction related impacts,
Bolton & Menk will enter the data collection phase of the project. Under this task, Bolton
& Menk will use a modified topographic survey approach to complete this work in the
most cost-effective way. By using the city’s robust GIS system as the basis for our
project related mapping needs, we anticipate only partial topographic survey needs on the
project. With an understanding of trenchless pit locations, we anticipate only providing
detailed topographic survey data collection (and field measurements) at these locations
needed to facilitate safe excavations and access to the pipeline being repaired. As most
trenchless rehabilitation methods involve working from within the existing pipeline by
means of an access pit, full topographic survey is likely not warranted, freeing up
important capital dollars for the construction of these improvements.
Property corners in concern throughout the project corridor will also be located and used
to establish property boundaries coupled with our property research efforts. If required,
the City of Plymouth will complete research of section and subdivision plat information
and order Owner & Encumbrance (O&E) reports to obtain current deeds and limits of
current easements. Bolton & Menk will use the O&E reports to identify the existing
easements and ROW locations where required. While acquisition of additional easements
and ROW are not anticipated as part of this project, this development of a mapped
survey-based definition of existing easements and ROW will be useful as a potential
constraint on the final design layout. We assume right of entry permission will be gained
from property owners in areas where access onto private property is needed for
construction of water connections, consistent with other City of Plymouth projects.
It should be noted that time has also been provided to verify the accuracy of the city’s
GIS data and to collect survey accurate GIS based data points on both public and private
utility locations and/or important surface features that will be imperative to the design
and construction needs of this project.
Based on National Wetlands Inventory (NWI) mapping tools reviewed in preparation of
this proposal, no wetland boundaries are located within the project area directly. Some
wetlands exist adjacent to the proposed project area however the anticipated project
disruptions are confined primarily to areas of the roadway. Where outside the roadway,
the project contemplates replacement of or connection to some fire hydrants, however
these facilities exist within areas of mowed turf grass today implying they are not located
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BOLTON & MENK, INC.
City of Plymouth: Old Rockford Road Watermain Improvements January 24, 2022
4
within or near the adjacent wetlands. Wetland delineations are therefore not proposed as
part of our scope of services.
Task 3: Final Design & Bidding
Final design will be completed building upon the recommendations and direction of the
Task 1 Feasibility Phase and data collected as part of Task 2 efforts. Final plans and
specifications will be completed in compliance with the City of Plymouth’s design
guidelines, standard specifications and details, and our recent experience completing
utility improvement plans for the City of Plymouth. The project will be publicly bid
through the Quest CDN website under the supervision of Bolton and Menk.
3.1 Project Related Design Meetings
Bolton and Menk will develop agendas and content for three meetings with Plymouth
staff during the final design phase. Bolton & Menk will also coordinate review and
discussion with Plymouth staff at multiple intervals throughout the final design stage of
the project. Below is a list of the anticipated design related meeting needs for this
project.
· Final design kickoff meeting
· 60% design and project cost update meeting
· 90% design and project cost update meeting
· 4 Internal design related coordination meetings
3.2 Project Stakeholder Coordination & Research
Bolton & Menk will perform research on various properties along the project corridor to
determine private water connection size and locations, temp water coordination needs,
and general project related impacts to the property during construction. This scope of
work includes review of existing record drawings in addition to isolated meetings with
individual property owners where needed. A total of 20 hours has been included for this
research. During this phase we will work to better understand the properties that will be
impacted by the construction and work to lessen project related impacts to the extent
possible through development of a temporary water service plan.
3.3 Construction Plan Design
Bolton & Menk will develop construction plan/profile sheets in Civil3D design software
along the full corridor where utility improvements are proposed. Water main proposed
improvements will be depicted in both plan and profile view at 25/50 scale (horizontal)..
Bolton & Menk will complete a utility conflict review for consideration of design
conflicts between all existing and proposed public utilities. Potential conflicts with
private utilities will be addressed through the private utility coordination processes.
As our basis of this final design scope of work, we assume a CIPP watermain lining
solution will be the preferred result of the preliminary design task. As part of our
subsequent final design effort, estimated pits and excavation for largely trenchless utility
work will be identified as well as associated surface restoration efforts. At the pit
locations, which are anticipated at all service locations, 45+ degree bend locations, tees,
reducers, and valves. Specifications will be produced for trenchless watermain meeting
99
BOLTON & MENK, INC.
City of Plymouth: Old Rockford Road Watermain Improvements January 24, 2022
5
AWWA/ASTM/MDH standards based on decisions made during the preliminary design
process. If necessary, Bolton & Menk will also develop a traffic control plan, watermain
staging plan, and temporary water plan.
Necessary construction details will be provided in the plan set to accurately describe the
proposed improvements. City of Plymouth standard plates will be utilized for design and
incorporated in the plan set. Where City detail plates do not exist, Bolton & Menk
standard details will be used to supplement.
Bolton & Menk will develop an overall construction staging plan in consideration of
temporary access, reasonable constructability timeframes, and value considerations of
trenchless technologies to minimize disruption. We will also produce a general traffic
control plan or pertinent constraints for the contractor in conjunction with the staging
plan requirements.
The plan set will be developed to include the additional following sheets:
1. Title Sheet
2. Legend Sheet
3. Typical Sections
4. SWPPP meeting NPDES construction stormwater permit requirements
5. Existing Conditions/Removal Plan
6. Utility Replacement/Rehabilitation Plan
7. Traffic Control Plan
8. Watermain Staging Plan (as appropriate)
9. Temporary Watermain Plan
3.4 Private Utility Coordination
Private utility coordination will be initiated with the use of preliminary layouts from the
feasibility stage. Private utility owners will be invited to a private utility design
coordination meeting to review the scope of improvements. Final plans will be provided
for review and comment by private utility owners.
3.5 Construction Quantities and Cost Estimates
Upon completion of construction plans, Bolton & Menk will prepare itemized
construction cost quantities. An opinion of probable construction cost will also be
developed based on bid abstracts for recent, similar work. Estimated quantities of work
will be used for development of a bid form included in the project manual. The City will
be updated as to anticipated project costs at 60%, 90%, and 100% plan milestones.
3.6 Project Manual & Specifications
Special provisions will be developed from the City of Plymouth standard specification
manual. A project manual will be assembled by Bolton & Menk. Where City standard
special provisions or specifications do not exist, Bolton & Menk standard special
provisions will be taken and reformatted to fit the City’s project manual format.
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BOLTON & MENK, INC.
City of Plymouth: Old Rockford Road Watermain Improvements January 24, 2022
6
3.7 Permit Applications & Coordination
Permit applications will be completed for those permits identified in the Feasibility
Report. Anticipated permits required at this time include:
1. MN Department of Health – Public Watermain Permit
2. Minnesota Pollution Control Agency – CSW Permit
3. MnDOT/Hennepin County – Project Detour Review and Approvals
3.8 Bidding Assistance, Addenda, Award Recommendation
The project will be advertised and bid using the Quest CDN bid system. Upon
completion of the bid process Bolton & Menk will make a recommendation on whether
to accept or reject bids based on the prices received. Bolton & Menk will respond to
questions during the bidding process and issue addenda as necessary to ensure the
successful bidding of this project.
Task 4: Geotechnical Testing Allowance
$10,000 has been allocated to the project to supply geotechnical based investigations
needed to get a better understanding of potential groundwater concerns at pit locations in
addition to the pavement sections being removed/replaced with this project. Bolton and
Menk will work with a qualified service provider to select the locations of these tests and
will coordinate this work with the City as needed during the final design process.
B. ADDITIONAL SERVICES
Although not included in this proposal, if necessary, Bolton & Menk is prepared to
support the general construction observation and administrative needs associated with
this project. Bolton & Menk can provide estimated costs for these services when
requested by the City.
101
Client: City of Plymouth, MN
Project: Old Rockford Road Watermain Rehab
Task
No.Work Task Description
Cl
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(B
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Cl
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i
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a
l
Totals
1.0 Project Scoping, & Feasibility
1.1 Feasibility Related Meetings 2 4 2 4 2 14
1.2 Review of Existing Infrastructure Data (As-Builts, Utility Mapping, GIS Data, Water Modeling Data, Break History etc…)8 4 12
1.3 Review Applicable Trenchless Technologies with City Staff 1 16 2 24 43
1.4 Develop Final Construction Impact Figures 1 8 2 16 27
1.5 Preliminary Estimate, Project Scoping, and Budget Review 1 4 2 8 15
Subtotal Hours - Task 1 5 40 8 56 0 0 0 2 111
2.0 Data Collection (GIS/Survey)
2.1 Establish Horizontal Control 1 4 16 21
2.2 Establish Right-of-Way Along Project Limits w/ Found Corners/Research 1 2 16 19
2.3 Review and Incorporate City's Robust GIS Database as Appropriate 1 16 2 19
2.4 Limited Field Topographic Survey to Fill GIS Gaps 2 4 40 46
2.5 Structure Measure Downs 1 2 16 19
2.6 Call GSOC Private Utility Locates for Anticipated Excavation Areas 2 2 4 8
2.7 Obtain GPS Points of Located Public & Private Utilities 2 32 8 42
2.8 Prepare Existing Conditions Drawing 2 16 2 24 44
2.9 Engage Private Utilities - Begin Sharing Data Back and Forth 2 4 8 14
Subtotal Hours - Task 2 0 9 9 74 20 120 0 0 232
3.0 Final Design & Bidding
3.1 Project Related Design Meetings 6 21 21 14 3 65
3.2 Project Stakeholder Coordination & Research 8 4 8 20
3.3 Construction Plan Design 8 40 60 320 428
3.4 Private Utility Coordination 2 16 8 26
3.5 Construction Quantities & Cost Estimates 2 8 8 40 58
3.6 Project Manual & Specifications 4 16 32 16 8 76
3.7 Permit Applications & Coordination 4 8 16 2 30
3.8 Bidding Assistance, Addenda, & Award Recommendations 2 8 8 2 8 28
Subtotal Hours - Task 3 22 107 157 424 0 0 0 21 731
Bolton & Menk, Inc.
Detailed Fee Estimate
Prepared by BMI 1/24/2023 Page 1 102
Client: City of Plymouth, MN
Project: Old Rockford Road Watermain Rehab
Task
No.Work Task Description
Cl
i
e
n
t
S
e
r
v
i
c
e
Ma
n
a
g
e
r
Pr
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j
e
c
t
M
a
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a
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e
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Pr
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De
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Su
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M
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C
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T
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t
i
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g
(B
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a
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)
Cl
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i
c
a
l
Total
Hours
Total
Cost
1.0 Project Scoping, & Feasibility 5 40 8 56 0 0 0 2 111 $17,942
2.0 Data Collection (GIS/Survey) 0 9 9 74 20 120 0 0 232 $38,772
3.0 Final Design & Bidding 22 107 157 424 0 0 0 21 731 $113,256
4.0 **Testing Allowance** 0 0 0 0 0 0 $10,000 0 0 $10,000
Total Hours 27 156 174 554 20 120 NA 23 1074
Average Hourly Rate $198.00 $186.00 $170.00 $142.00 $185.00 $178.00 NA $100.00
Subtotal $5,346 $29,016 $29,580 $78,668 $3,700 $21,360 NA $2,300
$179,970
Fee Summary
Total Base Fee + Geotechnical Testing Allowance
Bolton & Menk, Inc.
Prepared by BMI 1/24/2023 Page 1 103
CITY OF PLYMOUTH
RESOLUTION NO. 2023-048
RESOLUTION DESIGNATING CONSULTING ENGINEER FOR THE
2024 OLD ROCKFORD ROAD TRUNK WATERMAIN LINING PROJECT (WA249005)
WHEREAS, the 2024 Old Rockford Road Trunk Watermain Lining Project is listed in the proposed
2023-2032 Capital Improvement Program; and
WHEREAS, a request for proposal was sent to an engineering firm that has expertise to deliver
the project; and
WHEREAS, a proposal was received and evaluated by city staff; and
WHEREAS, staff recommends that Bolton & Menk, Inc.be designated as the consulting engineer
for this project.
NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH,
MINNESOTAthat Bolton & Menk, Inc. is designated as the City’s consulting engineer for the 2024 Old
Rockford Road Trunk Watermain Lining Project (WA249005) in the amount of $179,970.00.
BE IT FURTHER RESOLVED that the funding for this project shall be from the Water Fund in the
amount of $179,970.00.
APPROVED by the City Council on this 14th day of February, 2023.
104
Regular City
Council
February 14, 2023
Agenda
Number:6.7
To:Dave Callister, City Manager
Prepared by:Shawn Drill, Senior Planner
Reviewed by:Maria Solano, Deputy City Manager
Item:Approve amendment to the Development Contract for
Hampton Hills South Plateau (Tradition Development --
2011097-F)
1.Action Requested:
Adopt attached resolution authorizing the mayor and city manager to execute Amendment No. 2 to
the development contract for Hampton Hills South Plateau.
Approval requires a 4/7 vote of the City Council.
2.Background:
In 2012, the City Council approved final platting and related development contract for a
single-family neighborhood called "Hampton Hills South Plateau", which is located on the site of the
former Hampton Hills Golf Club. Later in 2012, the Council approved Amendment No. 1 to the
contract to extend the time of performance to 2013.
Although the development is complete and public improvements have been accepted by the city, a
Title Examiner for the developer is requesting Amendment No. 2 to the contract at this time in order
to correct an error in the legal description.
3.Budget Impact:
N/A
4.Attachments:
Aerial Location Map
Amendment No. 2 to Development Contract
City Council Resolution 2023-049
105
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2011097-F -- Aerial Map K1,600 0 1,600 3,200800
Feet
106
AMENDMENT NO. 2 TO
DEVELOPMENT CONTRACT
HAMPTON HILLS SOUTH PLATEAU
(2011097-F)
AMENDMENT NO. 2 dated ________________________, 2023, by and between the CITY
OF PLYMOUTH, a Minnesota municipal corporation (“City”), and HAMPTON HILLS
INVESTMENT, LLC (the “Developer”).
1. DEVELOPMENT CONTRACT. The City and Developer have entered into a Development
Contract relating to Hampton Hills South Plateau dated May 14, 2012 and recorded with the
Hennepin County Recorder on July 5, 2012, as Document No. A9808271. The Development
Contract shall remain in full force and effect except as amended on August 14, 2012 by
Amendment No. 1 and by this Amendment No. 2.
2. AMENDMENT NO. 2. Section 1 of the Development Contract is hereby amended as
follows:
1. REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a
plat for Hampton Hills South Plateau (referred to in this contract as the "plat"). The land
is situated in the County of Hennepin, State of Minnesota, and is presently legally
described as Outlot D G, Hampton Hills 4th Addition, Hennepin County, Minnesota.
107
P:/Planning Applications through 2012/2011097-F-Hampton Hills South Plateau-Amendment No. 2-DC
CITY OF PLYMOUTH:
BY: _____________________________________
Jeffry Wosje, Mayor
(SEAL)
AND ____________________________________
Dave Callister, City Manager
STATE OF MINNESOTA )
( ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this _______ day of
__________________, 2023, by Jeffry Wosje and by Dave Callister, the Mayor and City Manager
of the City of Plymouth, a Minnesota municipal corporation, on behalf of the corporation and
pursuant to the authority granted by its City Council.
______________________________________
NOTARY PUBLIC
DEVELOPER:
By: ______________________________________
Its: ______________________________________
STATE OF MINNESOTA )
( ss.
COUNTY OF HENNEPIN )
The foregoing instrument was acknowledged before me this ________ day of
_______________________, 2023, by __________________________________________ the
_______________________ of ____________________________________________________
on its behalf.
______________________________________
NOTARY PUBLIC
DRAFTED BY: CITY OF PLYMOUTH
3400 Plymouth Boulevard
Plymouth, MN 55447
108
CITY OF PLYMOUTH
RESOLUTION NO. 2023-049
AUTHORIZING THE MAYOR AND CITY MANAGER TO
EXECUTE AMENDMENT NO. 2 TO THE DEVELOPMENT
CONTRACT FOR HAMPTON HILLS SOUTH PLATEAU (2011097-F)
WHEREAS, Tradition Development d/b/a Hampton Hills Investment, LLC has requested
Amendment No. 2 to the development contract for Hampton Hills South Plateau; and
WHEREAS, the City Council approved the final plat and development contract for Hampton Hills
South Plateau on April 10, 2012; and
WHEREAS, the development contract was recorded with the County Recorder on July 5, 2012, as
Document No. A9808271; and
WHEREAS, Amendment No. 1 was approved by the City Council on August 14, 2012 and changed
Section 12 of the development contract to extend the time of performance for completion of public
improvements from November 30, 2012 to November 30, 2013; and
WHEREAS, Amendment No. 2 would change Section 1 of the development contract in order to
correct a legal description from Outlot D to Outlot G.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA, that it should and hereby does authorize the Mayor and City Manager to execute
Amendment No. 2 to the development contract for Hampton Hills South Plateau.
APPROVED by the City Council on this 14th day of February, 2023.
STATE OF MINNESOTA)
COUNTY OF HENNEPIN) SS.
The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota,
certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on
February 14, 2023 with the original thereof on file in my office, and the same is a correct transcription
thereof.
WITNESS my hand officially as such City Clerk and the Corporate Seal of the City this ____________day of
______________________.
______________________________________
City Clerk
109
Regular City
Council
February 14, 2023
Agenda
Number:6.8
To:Dave Callister, City Manager
Prepared by:Chris McKenzie, Engineering Services Manager
Reviewed by:Chris LaBounty, Deputy Public Works Director/City Engineer
Item:Accept utilities for continual maintenance in Hollydale 2nd
Addition (2022023)
1.Action Requested:
Adopt attached resolution accepting utilities for continual maintenance in Hollydale 2nd Addition
(2022023).
2.Background:
Staff received a request to accept utilities in Hollydale 2nd Addition, which reflects completed work
in the development. Staff inspected the completed work and determined that it is acceptable. The
funds the city will retain are for the required two-year warranty period for the utilities.
3.Budget Impact:
N/A
4.Attachments:
Location Map
City Council Resolution 2023-050
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Holly Ln N
46th Ave N
THIS R EPR ESENTS A COMPILATION OF INFORMATION AND DATA FROM CITY, COUNTY, STATE AND OTHER SOU RCES THAT HAS NOT BE EN FIELD V ERIFIE D. INFORMATION SHOULD BE FIELD VERIFIED AND COMPARED WITH ORIGIN AL SOURC E D OCUMENTS .
0 580 Feet
Location MapHollydale Phase 2January 2023
111
CITY OF PLYMOUTH
RESOLUTION NO. 2023-050
RESOLUTION ACCEPTING UTILITIES FOR CONTINUAL MAINTENANCE FOR
HOLLYDALE 2ND ADDITION (2022023)
WHEREAS, in accordance with the development contract dated June 28, 2022, Hollydale GC
Development, Inc, developer of Hollydale 2nd Addition (2022023), has agreed to install certain
improvements for said development; and
WHEREAS, the developer has completed portions of the street, utility and site grading as noted
below; and
WHEREAS, the developer has requested a reduction of the required financial guarantee to
reflect the completed work.
NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH,
MINNESOTAthat the financial guarantee requirements are reduced and released as follows below and
that the required guarantee and Letter of Credit No. 1389 for the items be reduced from $2,142,185 to
$1,619,949:
Item
Original
Amount
Current
Amount
New
Amount
% of
Original
Amount
Street Construction $1,138,800 $683,280 $683,280 60%
Sanitary Sewer System $858,500 $429,250 $214,625 25%
Watermain System $530,650 $265,325 $132,663 25%
Storm Sewer System $722,100 $361,050 $252,735 35%
Boulevard and Drainage Swale Sod $36,000 $36,000 $36,000 100%
Street and Traffic Control Signs $3,900 $0 $0 0%
Buffer/Park Posts & Signs ($100/post)$1,200 $0 $0 0%
Sidewalk Improvements $105,300 $105,300 $105,300 100%
Trail Improvements $28,000 $28,000 $28,000 100%
Landscaping $43,000 $43,000 $15,050 35%
Street Lighting $13,000 $13,000 $13,000 100%
Setting Iron Monuments ($100/iron)$19,300 $19,300 $19,300 100%
Subtotal $3,499,750 $1,983,505 $1,499,953 43%
Design, Admin, Insp, As-Builts (8%)$279,980 $158,680 $119,996
Total $3,779,730 $2,142,185 $1,619,949 43%
BEITFURTHERRESOLVEDthat the utilities are accepted for continuous maintenance as of
February 14, 2023, subject to the two-year guarantee by the developer per Letter of Credit No. 1389.
APPROVED by the City Council on this 14th day of February, 2023.
112
Resolution 2023-050
Page 2 of 2
STATE OF MINNESOTA)
COUNTY OF HENNEPIN) SS.
The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota,
certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on
February 14, 2023 with the original thereof on file in my office, and the same is a correct transcription
thereof.
WITNESS my hand officially as such City Clerk and the Corporate seal of the City this ___________day of
__________________, __________.
_________________________________
City Clerk
113
Regular City
Council
February 14, 2023
Agenda
Number:6.9
To:Dave Callister, City Manager
Prepared by:Chloe McGuire, Planning and Development Manager
Reviewed by:Maria Solano, Deputy City Manager
Item:Approve variance to allow an eight-foot fence in the side yard
at 17145 9th Ave N (Robert Mueller - 2022085)
1.Action Requested:
Approve variance request to allow an eight-foot fence in the side yard at 17145 9th Ave.
2.Background:
The applicant is requesting approval of a variance to allow construction of an eight-foot fence in the
side yard at 17145 9th Ave N. The fence would be in the side yard, in line with the current home,
blocking off the existing deck and outdoor entertaining area. The fence would be approximately 32
feet long, adjacent to the property to the east. The property owner to the east has recommended
approval of the variance, and recently built a new home on the property that was higher than the
previous home.
The Planning Commission met on January 4, 2023 and recommended approval unanimously on their
consent agenda.
Approval requires a 4/7 vote by the City Council.
3.Budget Impact:
NA
4.Attachments:
Variance Standards
Planning Report
Applicant Narrative
Site Graphics
Location Map
Aerial
Hennepin County Locate & Notify Map
Planning Commission Minutes (Draft)
City Council Resolution 2023-051
114
Forms: ZOvariancestds.docx
Community Development Department
3400 Plymouth Boulevard
Plymouth, MN 55447
(763)509-5450
FAX (763) 509-5407
ZONING ORDINANCE
VARIANCE STANDARDS
The City Council or Zoning Administrator may approve a variance application (major or
minor, respectively) only upon finding that all of the following criteria, as applicable,
have been met:
1. The variance, and its resulting construction or project, would be in harmony with the
general purposes and intent of this Chapter, and would be consistent with the
comprehensive plan.
2. The variance applicant has satisfactorily established that there are practical difficulties
in complying with this Chapter. “Practical difficulties” means that:
a. the applicant proposes to use the property in a reasonable manner not permitted by
this Chapter;
b. the plight of the landowner is due to circumstances unique to the property that
were not created by the landowner; and
c. the variance, if granted, would not alter the essential character of the locality.
3. The variance request is not based exclusively upon economic considerations.
4. The variance, and its resulting construction or project, would not be detrimental to the
public welfare, nor would it be injurious to other land or improvements in the
neighborhood.
5. The variance, and its resulting construction or project, would not impair an adequate
supply of light and air to adjacent properties, nor would it substantially increase traffic
congestion in public streets, increase the danger of fire, endanger the public safety, or
substantially diminish property values within the neighborhood.
6. The variance requested is the minimum action required to address or alleviate the
practical difficulties.
Section 21030-Plymouth Zoning Ordinance
115
Planning Commission Report Information
Robert Mueller – Variance Request for Fence in the Side Yard,
17145 9th Ave N
(2022085)
INTRODUCTION
The applicant is requesting approval of a variance to allow the installation of an 8 foot high privacy
fence in the side yard, where the maximum height specified for fences within a side yard is 6.5
feet high.
Notice of the public meeting was mailed to all property owners within 200 feet of the site. A copy
of the notification area map is attached.
CONTEXT:
Surrounding Land Use and Zoning
The subject property is zoned RSF-1 and guided LA-1.
Adjacent Land Use Guiding Zoning
North, East &
West
Single-family homes in
City View Acres 2nd
Subdivision
LA-1
(living area 1)
RSF-1
(single family detached 1)
South Single-family homes in
Burl Oaks 2nd
Subdivision
LA-1
(living area 1)
RSF-2 (single family
detached 2)
Natural Characteristics of Site
The property is located within the Minnehaha Watershed District. The site is located within a
Recreation Development Shoreland District The site is not located within a floodplain overlay
district.
Previous Actions Affecting Site
The existing home was constructed in 1951. The property was platted in 1941. The home structure
is lawful, nonconforming with the RSF-1 side yard 15 foot setback. The lot has a width of 85 feet
when the minimum lot width for RSF-1 is 110 feet.
LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The city’s discretion in approving or denying a variance is limited to whether the proposal meets
the standards for a variance. The city has a relatively high level of discretion with a variance
because the burden of proof is on the applicant to show that they meet the standards for a variance.
116
File 2022085
Page 2
ANALYSIS OF REQUEST:
Section 21130.01, Subd. 5 of the zoning ordinance states that fences constructed of materials with
an opacity of up to 100 percent shall not exceed 6.5 feet in height (includes ground clearance at
the bottom and support posts/post caps at the top) in side, rear and “equivalent” side or rear yards.
The applicant is seeking a 1.5-foot variance to install an 8-foot-high fence in the east side yard of
the property.
The subject property is nonconforming with the RSF-1 side yard setback of 15 feet on the east side
of the property. The neighboring property to the east is under construction and the new home
structure has been graded to three feet higher than the subject property to account for past flooding
on the property. The new home structure under construction includes an exterior entrance to livable
space and large windows directly facing the subject property. One can see directly into the subject
property’s kitchen from the new home, creating concerns about privacy for the applicant.
The applicant is requesting a variance to install an eight-foot high, screen style, privacy fence in
the side yard, that is roughly 90 feet from the front property line and follows along the side yard
lot line. The fence would consist of five 7-feet long by 8-feet high panels to cover a total length of
35 feet. The applicant requests a 1.5-foot variance to ensure sightlines from the neighboring
property to the subject property are concealed and to bring the fence in line with the subject
property’s gutter line. The neighboring property owner has seen the plans for the fence and
confirmed that they are supportive of the request.
If approved, the applicant would also need to get a building permit and fence permit for the fence.
FINDINGS:
In review of the request, staff finds that all the applicable variance standards are met, as follows:
1) The requested variance, and its resulting construction, would be in harmony with the
general purposes and intent of the ordinance, and would be consistent with the city’s
comprehensive plan.
2) The applicant has demonstrated that there are practical difficulties in complying with the
ordinance regulations, because:
a. The applicant proposes to use the property in a reasonable manner.
b. The request is due to unique circumstances that were not created by the applicant.
It would allow a fence to be installed to effectively conceal the property from the
neighboring property that is being constructed at a higher grade.
c. The variance would not alter the essential character of the lot or neighborhood.
3) The requested variance is not based upon economic considerations. The applicant is
requesting the variance to address a need for privacy from a neighboring property.
117
File 2022085
Page 3
4) The variance, and its resulting construction, would not be detrimental to the public
welfare, nor would it be injurious to other land or improvements in the neighborhood.
The fence would be in the property’s side yard and has been approved by the neighbor
on the other side of the lot line.
5) The variance, and its resulting construction, would not impair an adequate supply of light
and air to adjacent properties, nor would it increase traffic congestion or the danger of
fire, endanger the public safety, or substantially diminish property values within the
neighborhood.
6) The variance requested is the minimum action required to address the practical
difficulties to allow for addressing privacy concerns.
RECOMMENDATION:
Community and Economic Development Staff recommends approval of the requested variance at
17145 9th Ave N, subject to the findings and conditions listed in the attached resolution.
ATTACHMENTS:
1. Applicant’s Narrative
2. Variance Standards
3. Location Map
4. Aerial Photo
5. Notification Area Map
6. Site Graphics
7. Draft Resolution Approving Variance
P:/Planning Applications/2022/2022085/Comm Dev/PC Report (1-18-2023)
118
Applicant Narrative
As owner and occupant of 17145 9th Ave, the new home construction taking place has
compromised my privacy and since the new house has been installed with their floor over 2 feet
higher than my floor of my house, they have a direct view into my house which has been
installed 15 feet from the lot line. Owner of that house approves of the tall fence that will be a
screen between houses.
Responses to Variance Criteria – in Blue
(1) The variance, and its resulting construction or project, would be in harmony with the
general purposes and intent of this Chapter, and would be consistent with the
comprehensive plan.
>>the fence will be constructed and painted similar colors and materials of the house. Elevation
of the fence has been shown to adjacent landowner Brad Basco and design has his approval
(2) The variance applicant has satisfactorily established that there are practical difficulties in
complying with this Chapter. "Practical difficulties" means that:
a. (1)The applicant proposes to use the property in a reasonable manner not
permitted by this Chapter;
>> the applicant has been forced in the situation by the close proximity and windows of the
neighbor’s house
b. (2)The plight of the landowner is due to circumstances unique to the property that
were not created by the landowner; and
>>they were created by the construction of the neighbor’s house
c. (3)The variance, if granted, would not alter the essential character of the locality.
>>character and privacy between the two parties will be established with the higher fence
>> the house construction next to me is 15 feet off the lot line and their floor elevation is over 2
feet higher than my house enabling the owner to view into my house. I have a right to privacy as
the construction of the adjacent lot has created the situation. I have no control over how the
elevation was set above my house nor the size and proximity so close to my house, thus the need
for a fence to gain privacy
(3) The variance request is not based exclusively upon economic considerations.
>> variance request is based on the construction my new neighbors house and the floor elevation
relative to my house
(4) The variance, and its resulting construction or project, would not be detrimental to the
public welfare, nor would it be injurious to other land or improvements in the
neighborhood.
119
>> the screen fence will cause no detrimental issues
(5) The variance, and its resulting construction or project, would not impair an adequate
supply of light and air to adjacent properties, nor would it substantially increase traffic
congestion in public streets, increase the danger of fire, endanger the public safety, or
substantially diminish property values within the neighborhood.
>> the screen fence will NOT impair any of the mentioned above. It will NOT diminish house
values
(6) The variance requested is the minimum action required to address or alleviate the
practical difficulties.
>> the variance will address the issues and practical difficulties
120
screen fence
existing
floating
deck
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9th
Ave
n
Je
w
e
l
Ln
Holl y Ln
C
o
R
d
N
o
1
0
1
11th Ave
6 t h A v e
6th Ave
Garland L n
5th Av
e
8th Ave
9th
Ave
SITE
^
C
o
R
d
N
o
1
0
1
LA-1
LA-1
LA-1
LA-1
P-I
Gleason Lake
Gleason Lake
Gleason Lake
2022085
Robert Mueller
17145 9th Avenue North
Request for a Variance
K250 0 250 500125
Feet
Legend
C, Comercial
CC, City Center
CO, Commercial Office
IND
w w
LA-1, Living Area 1
w w w
w w w LA-2, Living Area 2
w w w w w ww w w w w w
w w w w w w
w w w w w w LA-3, Living Area 3
LA-4, Living Area 4
LA-5
MXD
MXD-R
P-I, Public/Semi-Public/Institutional127
9 t h A v e
H o l l y L
n
2022085 -- Aerial Photograph K250 0 250 500125
Feet
128
He nn epin Co u n ty L oc ate & N o tify Map
0 100 20050 Feet
Da te : 1/6 /2 02 3
Buffer Size:200Map Co mm e nts :
Th is d ata (i) is furn ish ed 'AS IS' with no represen ta tion as tocompleteness or accuracy; (ii) is fu rn ish ed with n o warra nty of anykind; an d (iii) is n ot suitable for le ga l, eng ineerin g or surve yingpurposes. Hennepin County shall not b e liab le for a ny da ma ge , in ju ryor loss resu lting from this dat a.
Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us
129
1
Proposed Minutes January 18, 2023
Proposed Minutes
Planning Commission Meeting
January 18, 2023
Chair Boo called a Meeting of the Plymouth Planning Commission to order at 7:00 p.m. in the
Council Chambers of City Hall, 3400 Plymouth Boulevard, on January 18, 2023.
COMMISSIONERS PRESENT: Chair Michael Boo, Marc Anderson, Julie Olson, Neha
Markanda, Jennifer Jerulle, and Josh Fowler.
COMMISSIONERS ABSENT: Bill Wixon
STAFF PRESENT: Planning and Development Manager Chloe McGuire, Senior Planner Shawn
Drill, Senior Planner Kip Berglund, and Engineering Services Manager Chris McKenzie.
Chair Boo led the Pledge of Allegiance.
Call to Order
(1.1) Oath of Office for New Commissioners
Planning and Development Manager Chloe McGuire swore in Neha Markanda, Jennifer Jerulle,
and Josh Fowler.
(1.2) Election of Planning Commission Chair and Vice Chair for 2023
Motion was made by Commissioner Anderson and seconded by Commissioner Olson to approve
Michael Boo as Chair and Marc Anderson as Vice Chair.
Open Forum
Approval of Agenda
Motion was made by Commissioner Anderson and seconded by Commissioner Olson to approve
the agenda. With all Commissioners voting in favor, the motion carried.
Consent Agenda
(4.1) Planning Commission minutes from meeting held on December 7, 2022.
130
2
Proposed Minutes January 18, 2023
(4.2) Variance to allow a swimming pool in the front yard at 19040 County Road 6
(Scalon Inc – 2022086)
(4.3) Variance to allow an eight-foot fence in the side yard at 17145 9th Ave N (Robert
Mueller – 2022085)
(4.4) Review 2023 Meeting Dates
Motion was made by Commissioner Anderson and seconded by Commissioner Olson to approve
the consent agenda. With all Commissioners voting in favor, the motion carried.
131
CITY OF PLYMOUTH
RESOLUTION NO. 2023-051
RESOLUTION APPROVING A VARIANCE FOR ROBERT MUELLER FOR
PROPERTY LOCATED AT 17145 9TH AVE N (2022085)
WHEREAS, Robert Mueller has requested approval of a variance for an eight foot tall fence that
would be located along the east side yard lot line abutting 17143 9th Ave N, where six and a half feet is
otherwise specified; and
WHEREAS, the subject property is legally described as Lot 9, Block 2, City View Acres 2nd Unit,
Hennepin County, Minnesota; and
WHEREAS, the Planning Commission has reviewed said request at a duly called public meeting.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA, that it should and hereby does approve the request by Robert Mueller for a variance to
allow an eight-foot-high fence that would be in the side yard of the property abutting 17143 9th Ave N,
where 6.5 feet is otherwise specified, for property located at 17145 9th Ave N, subject to the following:
1.The requested fence variance is hereby approved, in accordance with the application and plans
received by the City on December 2, 2022, except as may be amended by this resolution.
2.The requested variance is approved, based upon the finding that the applicable variance standards
would be met, specifically:
a) The requested variance would be in harmony with the general purposes and intent of the
ordinance and would be consistent with the City’s comprehensive plan.
b) The applicants have demonstrated that there are practical difficulties in complying with the
ordinance regulations, because:
1.The applicants propose to use the property in a reasonable manner.
2.The request is due to the neighboring construction plans not created by the applicants.
3.The variance would not alter the essential character of the lot or neighborhood.
c) The variance request is not based upon economic considerations. The applicants are requesting
the fence variance to ensure their right to privacy on their property.
d) The variance would not be detrimental to the public welfare, nor would it be injurious to other
land or improvements in the neighborhood.
132
Resolution 2023-051
(2022085)
Page 2
e) The variance would not impair an adequate supply of light and air to adjacent properties, nor
would it increase traffic congestion or the danger of fire, endanger the public safety, or
substantially diminish property values within the neighborhood.
f)The variance requested is the minimum action required to address the practical difficulties.
3.The fence shall be maintained in a good state of repair.
4.Prior to installation of the fence, the applicants shall obtain the required fence permit and building
permit.
5.The variance shall expire one year after the date of approval, unless the property owner or
applicant has commenced the authorized improvement or use, or unless the applicant, with the
consent of the property owner, has received prior approval from the city to extend the expiration
date for up to one additional year, as regulated under Section 21030.06 of the zoning ordinance.
APPROVED by the City Council this 14th day of February, 2023.
STATE OF MINNESOTA)
COUNTY OF HENNEPIN) SS.
The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota,
certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on
February 14, 2023, with the original thereof on file in my office, and the same is a correct transcription
thereof.
WITNESS my hand officially as such City Clerk and the Corporate seal of the City this _______ day of
___________________, _________.
___________________________________
City Clerk
133
Regular City
Council
February 14, 2023
Agenda
Number:6.10
To:Dave Callister, City Manager
Prepared by:Chris LaBounty, Deputy Public Works Director/City Engineer
Reviewed by:Michael Thompson, Public Works Director
Item:Approve Cooperative Agreement with Hennepin County for
Improvements at the County Road 9 and Lancaster Lane/Nathan
Lane Signal (ST200002)
1.Action Requested:
Adopt attached resolution approving Agreement PW 54-17-22 with Hennepin County for
improvements to the County Road 9 and Nathan Lane/Lancaster Lane signal (ST200002).
2.Background:
MnDOT has scheduled the County Road 9 (CR 9) bridge over Trunk Highway 169 (TH 169) replacement
for spring through fall of 2023. The project scope includes replacement of the CR 9/Lancaster
Lane/Nathan Lane signal, which is outside of MnDOT right-of-way and considered to be the
responsibility of local agencies (Hennepin County and the City of Plymouth). Per county cost
participation policy, the city is required to financially contribute to the signal replacement and take
over certain elements of maintenance in the future. The attached Agreement No. PW 54-17-22
defines responsibilities for each agency and financial contributions as part of the project.
3.Budget Impact:
This project is included in the Capital Improvement Program for a total project cost to Plymouth of
$1,150,000.00. The total estimated project cost for Plymouth is $190,000.00 and includes the
improvements outlined in the previously approved MnDOT Agreement ($134,833.72),
improvements within this agreement with Hennepin County ($30,000.00), and 15% contingency
($25,166.28). Funding for this project would be from the Municipal State Aid (MSA) Fund
($142,000.00), Water Resources Fund ($21,500.00), and Park Replacement Fund ($26,500.00).
4.Attachments:
Hwy 169/CR 9 Layout
Agreement
City Council Resolution 2023-052
134
MnDOT R/W
Construction Outside
MnDOT R/W
Construction Outside
4' SHLD
NO. 27416
PROPOSED BRIDGE
NO. 27551
EXISTING BRIDGE
CAMERA
TRAFFIC
TYP. EACH SIDE
WALK BEHIND CURB
EXISTING 6' BIT.
(6' MAX.)
VAR. SHLD
4' SHLD
5' BLVD
4' SHLD
(EACH SIDE)
BARRIER (TYP.)
4' RAISED MEDIAN
10' BLVD
TO RIGHT TURN ONLY
FROM THRU/RIGHT TURN
LANE ASSIGNMENT CHANGE:
4' RAISED MEDIAN
4' SHLD 1:15 TAPER
1:10 TAPER
337' R
4' RAISED MEDIAN
4' RAISED MEDIAN
200' SPIRAL CURVE
50' R
6' RAISED MEDIAN
(EACH SIDE)
10' BLVD (TYP.)
6' BLVD
12' SHLD
{ CSAH9WB
{ CSAH9EB
{ CSAH9WLOOP { CSAH9ELOOP
{ CSAH9ERAMP{ CSAH9WRAMP
{ CSAH9WRAMP
XXX
(Typical for Trail on North Side)
(5' MnDOT / 5' Local Cost)
Cost Split 10' Trail off Structure
(1/ 2 MnDOT - 1/ 2 Local Cost)
Cost Split Signal System
(Local Cost)
Double Left-Turn Lane
Recieving Lane for
Concrete Barrier (Local Cost)
(7' MnDOT / 5' Local Cost)
Cost Split 12' Trail on Structure(1/ 2 MnDOT - 1/ 2 Local Cost)
Cost Split Signal System
(Local Cost)
Double Left-Turn Lane
Recieving Lane for
(Local Cost)
Turn-Lane
Additional Left
TYP. EACH SIDE
WALK BEHIND CURB
EXISTING 6' BIT.
(Local Cost)
Replacement
Signal System
(Local Cost)
Revision
Signal System
TO ACCOMMODATE TRAIL
URBAN DRAINAGE SYSTEM REQUIRED
ADD C&G TO NORTH FRONTAGE RD
35' R
15' R
55' R
50' R
70' R 55' R
500' R
45' R55' R
45' R
50' R
20' R
20' R
20' R
153' R
270' R
282' R
216' R
222' R
20' R
206' R
8'
10'
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CITY OF PLYMOUTH
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12' THRU
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14'x 525' LTL
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14' THRU
EXIST. TRAIL
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13' THRU
13.5' THRU
13' THRU
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13.5' RTL
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SCALE IN FEET
PAVEMENT REMOVAL
COST PARTICIPATION
PROPOSED SIGNAL SYSTEM
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6-OCT-2022
6-OCT-2022
SIGNAL SYSTEM REPLACEMENT
SUBJECT TO CHANGE
PRELIMINARY
DATE:
SUBJECT TO CHANGE
PRELIMINARY
DATE:
SEE AGREEMENT NUMBER 1051444.
(B) 80% FEDERAL 20% HENNEPIN COUNTY STATE AID FUNDS
S.P. 027-609-042 (B)
S.P. 2772-115 (A)
S.P. 027-609-042 / S.P. 182-020-027 (C)
S.P. 027-609-042 / S.P. 155-020-021 (D)
SEE AGREEMENT NUMBER 1051444.
10% CITY OF NEW HOPE STATE AID FUNDS
(C) 80% FEDERAL / 10% HENNEPIN COUNTY STATE AID /
SEE AGREEMENT NUMBER 1051444.
10% CITY OF PLYMOUTH STATE AID FUNDS
(D) 80% FEDERAL / 10% HENNEPIN COUNTY STATE AID /
STATE % AND COUNTY % FOR THE MATCH
OTHERWISE THIS MATCH PERCENTAGE WILL BE AN ODD NUMBER OF
ALL THE LOCAL STP DOLLARS THAT ARE TRUNK HIGHWAY ELIGIBLE?
QUESTION HERE, IS MNDOT STATE FUNDS MATCHING
(A) 80% FEDERAL 20% STATE FUNDS
CITY OF NEW HOPE FOR 50% OF SIGNAL SYSTEM AT GETTYSBURG
CITY OF PLYMOUTH FOR 50% OF SIGNAL SYSTEM AT NATHAN
(this was used to subdivide (B) into (C) and (D)
HENNEPIN COUNTY COST PARTICIPATION NOTES/OVERVIEW
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135
Agreement No. PW 54-17-22
County Project No. 2163700
County State Aid Highway 9
City of Plymouth
County of Hennepin
1 ___
COOPERATIVE CONSTRUCTION AND
MAINTENANCE AGREEMENT
This Agreement is made between the County of Hennepin, a body politic and corporate under the
laws of the State of Minnesota, hereinafter referred to as the “County”, and the City of Plymouth,
a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the
“City”. The County and the City collectively are referred to as the “Parties”.
Recitals
The following Recitals are incorporated into this Agreement.
1. The Minnesota Department of Transportation (MnDOT), in collaboration with the County and
the cities of Plymouth and New Hope (the “Cities”), is leading a roadway reconstruction
project along County State Aid Highway (CSAH) 9 (Rockford Road/42nd Avenue) at Trunk
Highway (TH) 169 (the “Interchange”) from Nathan Lane to Gettysburg Avenue in the
corporate limits of the Cities (the “Corridor”), which improvements include reconstructing the
Interchange, installing traffic lights at the freeway ramp entrances and exits, and reconstructing
the Corridor to include new traffic signals, pavements, medians, curb & gutter, drainage, multi-
use trails, utilities, and any other necessary improvements, as shown in the plans under State
Project (S.P.) No. 2772-115, S.P. 027-609-042, S.P. 155-020-021, and S.P. 182-020-027, as
part of County Project (CP) No. 2163700 as further depicted in Exhibit A (Project Plan Title
Sheet), and which shall hereinafter be referred to as the “Project”.
2. MnDOT has entered into a separate Construction Cooperative Agreement (MnDOT Contract
No. 1051444)/(Hennepin County Agreement No. PW 46-40-22) with the County and the cities
of Plymouth and New Hope for cost participation in the Project construction and associated
design engineering services (the “Construction Cooperative Agreement” or “CCA”). The
CCA provides that MnDOT is the lead agency in Project design, engineering, and construction
administration, and shall be responsible for acquiring all governmental agency-required
permits needed for the Project.
3. Additionally, the County has entered into a separate Cooperative Agreement (Hennepin
County Agreement No. PW 53-39-22) with the city of New Hope for cost participation and
maintenance responsibilities of County’s assets constructed or revised as part of the Project
within the corporate limits of the city of New Hope.
4. The Parties have agreed to enter into this Agreement to memorialize the partnership between
the County and the City and to outline each party’s cost participation and maintenance
responsibilities relating to the County’s assets constructed or revised as part of the Project
within the corporate limits of the City.
136
Agreement No. PW 54-17-22
CSAH 9, C.P. 2163700
2 ___
5. The Project will be carried out by the Parties under the provisions of Minnesota Statutes,
Section 162.17, Subdivision 1, and Section 471.59.
Agreement
NOW, THEREFORE, the Parties agree as follows:
1. Term of Agreement, Survival of Terms, and Exhibits.
Effective Date. This Agreement is effective as of the date of the final signature.
Expiration Date. This Agreement will expire after the date in which all obligations
have been satisfactorily fulfilled.
Survival of Terms. Provisions that by their nature are intended to survive the term,
cancellation or termination of this Agreement do survive such term, cancellation or
termination. Such provisions include but are not limited to: Maintenance
Responsibilities, Records/Audits, Indemnification, Insurance, Worker Compensation
Claims, Cancellation, Termination, and Minnesota Laws Govern.
Exhibits. All exhibits are attached and incorporated into this Agreement.
1.4.1. Exhibit A (Project Plan Title Sheet)
2. Project Construction.
Contract Award and Administration. Contract award and administration is to be
performed by MnDOT as stipulated in the CCA.
Plans and Specifications. To be developed by MnDOT pursuant to the CCA.
Construction Supervision and Inspection. To be managed by MnDOT pursuant to
the CCA.
Plan Changes and Additional Construction. To be managed by MnDOT pursuant
the CCA.
Right of Way/Permit. To be managed by MnDOT pursuant to the CCA.
Traffic Signal. The Project will construct one traffic signal system within the corporate
limits of the City and within County Road right of way on the intersection of CSAH 9
at Nathan/Lancaster Lane (Signal ID# 8025200).
2.6.1. Electrical Power. The City, at no cost to the County, shall: (1) install, cause the
installation of, or perpetuate the existence of an adequate three wire, 120/240 volt, single
137
Agreement No. PW 54-17-22
CSAH 9, C.P. 2163700
3 ___
phase, alternating current electrical power connection to the permanent traffic control
signal systems and integral streetlights included in the Project; and (2) shall provide the
electrical power for the operation of all permanent and temporary traffic control signal
systems and integral traffic signal pole mounted luminaires installed as a part of the
Project.
2.6.2. Emergency Vehicle Preemption (EVP). The EVP Systems shall be managed
and maintained by the County. The City shall report malfunctions of EVP systems to
the County immediately after discovery of the malfunction.
Street Lighting. Not applicable to the Project.
Asbestos. The Project may include the removal of asbestos containing electrical
conduit. Only firms licensed to conduct asbestos abatement shall be used for the safe
removal of asbestos containing electrical conduit with proper shipping manifest
prepared and submitted to appropriate agency. MnDOT is the lead agency in the Project
construction and shall be responsible for the oversight of the removal of asbestos
containing electrical conduit and compliance with the abovementioned specifications.
Detours. To be managed by MnDOT pursuant to the CCA.
3. Cost Participation. The City’s cost participation in the Project is to be managed pursuant to
the CCA. Notwithstanding any prior provision to the contrary, the City will cost participate in
the County supplied equipment consisting of a traffic control signal cabinet equipped with
controller, video detection equipment, and required accessories (“County Supplied
Equipment”) to be installed as a part of the Project at an estimated amount of Thirty Thousand
Dollars and No Cents ($30,000.00) (“City’s Cost Participation in County Supplied
Equipment”).
4. Payment. The City’s payment for the City’s cost participation in the Project is to be managed
pursuant to the CCA. Notwithstanding the prior provision to the contrary, the City will pay
for the City’s Cost Participation in County Supplied Equipment as provided in Subsection 5
below.
5. County Supplied Equipment.
Cost of County Supplied Equipment. The City agrees to reimburse the County for
fifty percent (50%) of the County Supplied Equipment. For informational purposes
only, the total estimated cost for the County Supplied Equipment is $60,000.00 and the
City’s estimated share is $30,000. The City agrees that this is an estimate and that the
actual quantities of equipment, as determined by the County Engineer, shall govern in
computing the total final costs to the City. The City will directly pay the County for the
County Supplied Equipment cost rather than applying its share as a credit against the
County cost participation in the Project.
Notification to County’s Signal Shop. Installation of the cabinet is to be performed
by MnDOT as stipulated in the CCA; therefore, the City shall cause MnDOT or its
agents to notify the County’s Signal Shop Supervisor in writing a minimum of thirty
138
Agreement No. PW 54-17-22
CSAH 9, C.P. 2163700
4 ___
(30) days prior to picking up the County Supplied Equipment. The County shall notify
MnDOT or its agents when the County Supplied Equipment is ready to be picked up for
field installation. It shall be the responsibility of MnDOT or its agents to pick up the
County Supplied Equipment at the Hennepin County Department of Transportation,
Public Works Facility in Medina, Minnesota and install the equipment on the Project.
Invoice and Payment for County Supplied Equipment. Upon receipt of the County
Supplied Equipment by MnDOT or its agents, the County will invoice the City for the
County Supplied Equipment. Payment shall be made directly to the County, in the name
of the Hennepin County Treasurer, by the City for the full amount due stated on the
invoice within forty five (45) days of receipt of the invoice. The Parties each understand
and agree that the County shall invoice the City within two years from the date when
the County Supplied Equipment was picked up by MnDOT or its agents.
6. The City’s Maintenance Responsibilities. Upon final completion of the Project and after the
impacted County roads are open to the public, the City shall provide the following year-round
maintenance services, within the corporate limits of the City, required thereafter at no cost to
the County.
Roadways. Maintenance of the City roadway segment reconstructed/revised under the
Project. Maintenance includes, but is not limited to sweeping, debris removal,
resurfacing and seal coating, and any other maintenance activities according to accepted
City maintenance practices.
Traffic Signal Components. The City shall be responsible for providing electrical
power to the signal systems as stated in Subsection 2.6.1 and replacing lamps on
luminaire extensions, fuses and wires from lamps to the load side of the meter socket of
traffic signal systems. Additionally, the Parties understand and agree that in the event
that the City chooses to paint the signal system in the future rather than the galvanized
coating as initially installed, the City shall be responsible for the signal system painting
work or repainting thereafter at a set frequency to keep the components in good
appearance and proper function without any cost to the County. The components
include but are not limited to bases, poles, mast arms. Regular upkeep of painted
surfaces helps improve visual appearance but is also required to prolong the useful life
of the equipment. Time span between repainting should be no longer than once every
10 years. In the event that the City fails to perform or request for the County’s assistance
in performing these maintenance responsibilities, the County with its forces, at its sole
discretion may perform these maintenance items and invoice the City for the materials
and services rendered, and the City shall pay such invoices.
Street Lighting. Not applicable to the Project.
Sidewalks, Pedestrian Refuges, and Pedestrian Ramps. The City shall own and
maintain sidewalks, pedestrian refuges, and pedestrian ramps constructed as part of the
Project. Maintenance includes, but is not limited to, winter maintenance, debris
removal, patching, crack repair, vegetation control, and any other maintenance activities
as per accepted City maintenance practices.
139
Agreement No. PW 54-17-22
CSAH 9, C.P. 2163700
5 ___
Multi-use Trail/Bicycle Facility. The City shall own and maintain the newly
constructed multi-use trail/bicycle facilities constructed as part of the Project.
Maintenance includes, but is not limited to trail surfacing, sweeping, vegetation control,
winter maintenance, and any other maintenance activities according to City practices.
Green Bicycle Conflict Zone Markings. Not applicable to the Project.
City Road Pavement Striping and Crosswalk Markings. The City shall assume
maintenance of all pavement striping on City streets intersecting the Corridor
reconstructed or revised under the Project and crosswalk markings for roadway users
installed as a part of the Project.
City Road Storm Sewers. The City shall own and maintain catch basins, manholes,
and trunk lines serving areas beyond the County right of way constructed or
reconstructed under the Project at no cost to the County. Maintenance includes but is
not limited to repairs to structures, casting, and adjacent curb section repairs along with
removal of sediments, vegetation, and ice. Storm sewers maintenance responsibilities
are further described and illustrated in the CCA and its Exhibit A respectively.
Landscaping. Not applicable to the Project.
7. The County’s Maintenance Responsibilities. Upon completion of the Project, the County
shall provide year-round maintenance at its sole cost as outlined below:
Roadways. Maintenance of all County roadways reconstructed under the Project.
Maintenance includes, but is not limited to, sweeping, debris removal, resurfacing and
seal coating, and any other maintenance activities according to accepted County
maintenance practices.
Traffic Signal Components. The County shall thereafter retain ownership of and
maintain and repair the traffic control signal systems and their components at the
expense of the County except for those items identified as the City’s responsibilities
above.
County Road Pavement Striping. The County shall thereafter maintain and repair all
pavement striping for all County roadways installed as a part of the Project at the
expense of the County.
Storm Sewers. The County shall own and maintain culverts, catch basins and leads,
manholes, trunk lines and all other components that serve only County right of way
constructed or reconstructed under the Project at no cost to the City. Maintenance
includes repairs to structures, casting, and adjacent curb section repairs along with
removal of sediments, vegetation, and ice. Storm sewers maintenance responsibilities
are further described and illustrated in the CCA and its Exhibit A respectively.
8. Authorized Representatives. In order to coordinate the services of the County with the
activities of the City and vice versa so as to accomplish the purposes of this Agreement, the
Hennepin County and the City Engineers or their designated representatives shall manage this
140
Agreement No. PW 54-17-22
CSAH 9, C.P. 2163700
6 ___
Agreement on behalf of the County and the City.
County of Hennepin:
Carla Stueve
County Highway Engineer
Hennepin County Public Works
1600 Prairie Drive, Medina, MN 55340
Office: 612-596-0356
Carla.Stueve@hennepin.us
City of Plymouth:
Chris LaBounty
Deputy Public Works Director / City Engineer
Plymouth City Hall
3400 Plymouth Blvd, Plymouth, MN 55447
Office: 763-509-5541
clabounty@plymouthmn.gov
9. Assignment, Amendments, Default, Waiver, Agreement Complete, Cancellation or
Termination.
Assignment. The City shall not assign, subcontract, transfer or pledge this Agreement
and/or the services to be performed hereunder, whether in whole or in part, without the
prior written consent of the County. Notwithstanding this provision to the contrary, the
provision does not prohibit the City from contracting or subcontracting the maintenance
work prescribed herein.
Amendments. Any alterations, variations, modifications or waivers of provisions of
this Agreement shall only be valid when they have been reduced to writing as an
amendment to this Agreement and signed by the Parties hereto.
Default. If either party fails to perform any of the provisions of this Agreement or so
fails to administer the work as to endanger the performance of the Agreement, this shall
constitute a default. Unless the default is excused by the non-defaulting party, the non-
defaulting party may upon written notice immediately cancel this Agreement in its
entirety.
Waiver. The Parties’ failure to insist upon strict performance of any provision or to
exercise any right under this Agreement shall not be deemed a relinquishment or waiver
of the same, unless consented to in writing. Such consent shall not constitute a general
waiver or relinquishment throughout the entire term of the Agreement.
Agreement Complete. The entire Agreement between the Parties is contained herein
and that this Agreement supersedes all oral agreements and negotiations between the
Parties relating to the subject matter hereof. All items referred to in this Agreement are
incorporated or attached and are deemed to be part of this Agreement.
Cancellation or Termination. This Agreement may be terminated or cancelled by
141
Agreement No. PW 54-17-22
CSAH 9, C.P. 2163700
7 ___
either party with or without cause upon thirty (30) day written notice. This Agreement
may be terminated or cancelled by either party upon a material breach by the other party.
In the event of a termination or cancellation, the Parties will remain responsible for cost
participation and obligations as provided in this Agreement for responsibilities and
obligations incurred up through the effective date of the termination or cancellation,
subject to any equitable adjustment that may be required to account for the effects of a
breach.
10. Indemnification.
10.1. The City Indemnifies the County. The City agrees to defend, indemnify and hold
harmless the County, its officials, officers, agents, volunteers, and employees from any
liability, claims, causes of action, judgments, damages, losses, costs or expenses,
including reasonable attorneys’ fees, resulting directly or indirectly from any act or
omission of the City or the City’s consultant or sub consultant, anyone directly or
indirectly employed by them, and/or anyone for whose acts and/or omissions they may
be liable in the performance of the services required by this Agreement, and against all
loss by reason of the failure of the City to perform fully, in any respect, all obligations
under this Agreement. The City’s liability shall be governed by the provisions of
Minnesota Statutes, Chapter 466 or other applicable law.
10.2. The County Indemnifies the City. The County agrees to defend, indemnify and hold
harmless the City, its officials, officers, agents, volunteers, and employees from any
liability, claims, causes of action, judgments, damages, losses, costs or expenses,
including reasonable attorneys’ fees, resulting directly or indirectly from any act or
omission of the County or the County’s consultant or sub consultant, anyone directly or
indirectly employed by them, and/or anyone for whose acts and/or omissions they may
be liable in the performance of the services required by this Agreement, and against all
loss by reason of the failure of the County to perform fully, in any respect, all obligations
under this Agreement. The County’s liability shall be governed by the provisions of
Minnesota Statutes, Chapter 466 or other applicable law.
11. Insurance. The City agrees that any future contract let by the City for the performance of any
of the work included hereunder shall include clauses that will: 1) Require the contractor to
indemnify and hold the County, its commissioners, officers, agents and employees harmless
from any liability, claim, demand, judgments, expenses, action or cause of action of any kind
or character arising out of any act or omission of the contractor, its officers, employees, agents
or subcontractors; 2) Require the contractor to be an independent contractor for the purposes
of completing the work provided for in this Agreement; and 3) Require the contractor to
provide and maintain the following insurance so as to assure the performance of its
indemnification and hold harmless obligation.
Limits
(1) Commercial General Liability on an occurrence
basis with contractual liability coverage:
General Aggregate $2,000,000
142
Agreement No. PW 54-17-22
CSAH 9, C.P. 2163700
8 ___
Products - Completed Operations Aggregate $2,000,000
Personal and Advertising Injury $1,500,000
Each Occurrence - Combined Bodily Injury
and Property Damage $1,500,000
Hennepin County shall be named as an additional insured for the
Commercial General Liability coverage with respect to any contracted
operations covered under this Agreement.
(2) Automobile Liability:
Combined Single limit each occurrence coverage or the
equivalent covering owned, non-owned, and hired
automobiles: $1,500,000
(3) Workers’ Compensation and employer’s Liability:
Workers’ Compensation: Statutory
If the contractor is based outside the State of
Minnesota, coverage must apply to Minnesota laws.
Employer’s Liability. Bodily injury by:
Accident – Each Accident $500,000
Disease – Policy Limit $500,000
Disease - Each Employee $500,000
(4) Professional Liability – Per Claim and Aggregate: $2,000,000
The above listed Professional Liability insurance will not be required in any
construction contract let by the City if the City’s contractors are not required to perform
design engineering as part of the construction contract.
An umbrella or excess policy over primary liability coverages is an acceptable method
to provide the required insurance limits.
The above subparagraphs establish minimum insurance requirements. It is the sole
responsibility of the City’s contractors to determine the need for and to procure
additional insurance which may be needed in connection with the Project.
All insurance policies shall be open to inspection by the County and copies of policies
shall be submitted to the County upon written request.
12. Worker Compensation Claims.
City’s Employees. Any and all employees of the City and all other persons engaged by
the City in the performance of any work or services required or provided for herein to
be performed by the City shall not be considered employees of the County, and any and
143
Agreement No. PW 54-17-22
CSAH 9, C.P. 2163700
9 ___
all claims that may or might arise under the Workers' Compensation Act or the
Unemployment Compensation Act of the State of Minnesota on behalf of the employees
while so engaged and any and all claims made by any third parties as a consequence of
any act or omission on the part of the employees while so engaged on any of the work
or services provided to be rendered herein shall in no way be the obligation or
responsibility of the County.
County’s Employees. Any and all employees of the County and all other persons
engaged by the County in the performance of any work or services required or provided
for herein to be performed by the County shall not be considered employees of the City,
and any and all claims that may or might arise under the Workers' Compensation Act or
the Unemployment Compensation Act of the State of Minnesota on behalf of the
employees while so engaged and any and all claims made by any third parties as a
consequence of any act or omission on the part of the employees while so engaged on
any of the work or services provided to be rendered herein shall in no way be the
obligation or responsibility of the City.
13. Records/Audits. The City agrees that the County, the State Auditor, or any of their duly
authorized representatives at any time during normal business hours, and as often as they may
reasonably deem necessary, shall have access to and the right to examine, audit, excerpt and
transcribe any books, documents, papers, records, etc., which are pertinent to the Project and
the accounting practices and procedures of the City which involve transactions relating to this
Agreement.
14. Nondiscrimination. The provisions of Minnesota Statute Section 181.59 and of any
applicable local ordinance relating to civil rights and discrimination and the Affirmative Action
Policy statement of Hennepin County shall be considered a part of this Agreement as though
fully set forth herein.
15. Counterparts/Electronic Signatures. This Agreement may be executed in one or more
counterparts, each of which will be deemed to be an original copy of this Agreement and all of
which, when taken together, will be deemed to constitute one and the same agreement. The
facsimile, email or other electronically delivered signatures of the Parties shall be deemed to
constitute original signatures, and facsimile or electronic copies hereof shall be deemed to
constitute duplicate originals.
16. Minnesota Laws Govern. The laws of the State of Minnesota shall govern all questions and
interpretations concerning the validity and construction of this Agreement and the legal
relations between the Parties and their performance. The appropriate venue and jurisdiction
for any litigation will be those courts located within the County of Hennepin, State of
Minnesota. Litigation, however, in the federal courts involving the Parties will be in the
appropriate federal court within the State of Minnesota.
(This space left intentionally blank)
144
Agreement No. PW 54-17-22
CSAH 9, C.P. 2163700
10 ___
IN TESTIMONY WHEREOF, the Parties hereto have caused this Agreement to be executed
by their respective duly authorized officers and agree to be bound by the provisions herein set
forth.
CITY OF PLYMOUTH
By:
Mayor
Date:
By:
City Manager
Date:
COUNTY OF HENNEPIN
ATTEST:
By: By:__________________________________
Deputy/Clerk of the County Board Chair of its County Board
Date: Date: ________________________________
And: ________________________________
County Administrator
Date: ________________________________
REVIEWED BY
THE COUNTY ATTORNEY’S OFFICE: And:_________________________________
Assistant County Administrator, Public Works
By: Date:________________________________
Assistant County Attorney
Date:
RECOMMENDED FOR APPROVAL
By:_________________________________
REVIEWED: County Highway Engineer
Date:_______________________________
By:
Sheri Selton
Date: RECOMMENDED FOR APPROVAL
By:_________________________________
Department Director, Transportation
Operations
Date:________________________________
145
Exhibit A (Project Plan Title Sheet)
14
6
Hennepin County, Board of Commissioners
RESOLUTION 230017
2023
The following resolution was moved by Commissioner Kevin Anderson and seconded by Commissioner Jeff Lunde:
BE IT RESOLVED, that the County Administrator be authorized to negotiate Agreement PW 464022 (State Contract No. 1051444) with
the Minnesota Department of Transportation (MnDOT) and the cities of Plymouth and New Hope for cost participation and maintenance
responsibilities for the County State Aid Highway (CSAH) 9 (Rockford Road/42nd Avenue) at Trunk Highway (TH) 169 reconstruction
project from Nathan Lane to Gettysburg Avenue in the cities of Plymouth and New Hope, county project (CP) 2163700, at an estimated
county cost of $850,000; that upon review and approval by the County Attorney’s Office, the Chair of the Board be authorized to sign the
agreement on behalf of the county; and that the Controller be authorized to disburse funds as directed; and
BE IT FURTHER RESOLVED, that the County Administrator be authorized to negotiate Agreement PW 541722 with the City of Plymouth
for cost participation and maintenance responsibilities for the improvements on county right of way within the Plymouth corporate limits as
part of the Rockford Road/42nd Avenue at TH 169 reconstruction project, CP 2163700, at an estimated receivable of $30,000 (receive
into the capital budget); that upon review and approval by the County Attorney’s Office, the Chair of the Board be authorized to sign the
agreement on behalf of the county; and that the Controller be authorized to receive funds as directed; and
BE IT FURTHER RESOLVED, that the County Administrator be authorized to negotiate Agreement PW 533922 with the City of New
Hope for cost participation and maintenance responsibilities for the improvements on county right of way within the New Hope corporate
limits as part of the Rockford Road/42nd Avenue at TH 169 reconstruction project, CP 2163700, at an estimated receivable of $30,000
(receive into the capital budget); that upon review and approval by the County Attorney’s Office, the Chair of the Board be authorized to
sign the agreement on behalf of the county; and that the Controller be authorized to receive funds as directed.
The question was on the adoption of the resolution and there were 7 YEAS and 0 NAYS, as follows:
County of Hennepin
Board of County Commissioners
YEAS:Anderson, Conley, Fernando, Goettel, Greene, LaTondresse, Lunde
NAYS:
ABSTAIN:
ABSENT:
RESOLUTION ADOPTED ON 1/24/2023
ATTEST:
Hennepin County Board of Commissioners
300 South Sixth Street, Minneapolis, MN 55487
hennepin.us
_________________________
Deputy/Clerk to the County Board
147
CITY OF PLYMOUTH
RESOLUTION NO. 2023-052
RESOLUTION APPROVING COOPERATIVE AGREEMENT WITH HENNEPIN COUNTY FOR THE
COUNTY ROAD 9 AT TRUNK HIGHWAY 169 BRIDGE REPLACEMENT (ST200002)
WHEREAS, the State of Minnesota (MnDOT) has scheduled the replacement of the interchange
where Rockford Road/County Road 9 (CR9) intersects Trunk Highway 169 (TH 169) for 2023; and
WHEREAS, with Plymouth support, the County applied for and received regional solicitation
funds to reconstruct the interchange as a folded diamond to allow for safer multimodal transportation;
and
WHEREAS, Plymouth will cost share with signal, trail, drainage, utility, engineering, and
oversight costs identified in the agreement and per County policy and State practices; and
WHEREAS, Plymouth agreed to enter into a Cooperative Agreement No. 1051444 for the
interchange improvements; and
WHEREAS, a separate agreement between Plymouth and Hennepin County for the replacement
of the Nathan Lane/Lancaster Lane/CR 9 signal is required for improvements at the signal west of the
interchange project area; and
WHEREAS, Agreement PW 54-17-22 outlines project roles, financial contributions for the
improvements, and long-term maintenance responsibilities for project elements.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA, that Agreement PW 54-17-22 with Hennepin County for improvements to the CR 9 and
Nathan Lane/Lancaster Lane signal is approved and the Mayor and City Manager are authorized and
directed to execute the Agreement.
BE IT FURTHER RESOLVED, that the project would be funded from the, the municipal state aid
(MSA) fund ($142,000.00), the Water Resources Fund ($21,500.00), and the Park Replacement Fund
($26,500.00).
APPROVED by the City Council on this 14th day of February, 2023.
148
Resolution 2023-052
Page 2 of 2
STATE OF MINNESOTA)
COUNTY OF HENNEPIN) SS.
The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota,
certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on
February 14, 2023 with the original thereof on file in my office, and the same is a correct transcription
thereof.
WITNESS my hand officially as such City Clerk and the Corporate Seal of the City this ________day of
______________, ________.
______________________________________
City Clerk
149
Regular City
Council
February 14, 2023
Agenda
Number:6.11
To:Dave Callister, City Manager
Prepared by:Kip Berglund, Senior Planner
Reviewed by:Maria Solano, Deputy City Manager
Item:Approve site plan amendment and conditional use permit for
the construction of a freestanding laboratory building and
associated improvements for the property located at 12001
Highway 55 (Honeywell International, Inc. – 2022081)
1.Action Requested:
Adopt the attached resolution approving the following:
- Site plan amendment to construct a freestanding, 5,751 square-foot laboratory building and
associated improvements; and
- Conditional use permit to allow two principal buildings on one lot.
Approval requires a 4/7 vote of the City Council.
2.Background:
On January 18, 2023, the Planning Commission conducted a public hearing on this matter and
subsequently voted unanimously to recommend approval of the request. Other than the applicant,
several residents requested to speak on this item.
The residents requested an environmental review and raised concerns about the use of hazardous
materials or chemicals, due to what they stated being a history of environmental related incidents
at the property. The residents also wanted to ensure that noise, air, and water quality would not be
negatively affected because of the project, and that all environmental requirements are met. Staff
responded that the size of the proposed project does not meet the criteria for an environmental
assessment review (EAW), and that the applicant has stated that there are no anticipated hazardous
materials or chemicals needed for the proposed laboratory use. One resident wanted to ensure that
the tree buffer between the residential properties to the south, and the proposed building location
remain. Staff responded that the buffer would not be affected by the proposed project and that the
applicant would be required to plant additional trees to meet the zoning ordinance requirements
for landscaping.
The Planning Commission discussed the project and noted that hazardous materials would not apply
to this application. However, they recommended adding a condition that the applicant comply with
any applicable environmental regulations for the property and its intended use. Staff has added a
condition in the resolution that states the site shall remain in compliance with environmental rules
and regulations regarding noise, air quality, and water quality standards.
150
A copy of the Planning Commission meeting minutes and report are attached. Notice of the public
hearing was mailed to all property owners within 500 feet of the site. Development signage is
posted on the property.
3.Budget Impact:
Not applicable.
4.Planning Review Deadline: *
March 23, 2023
5.Attachments:
Minutes
Planning Commission Report and Attachments
Applicant's Narrative and Graphics
City Council Resolution 2023-053
151
1
Proposed Minutes January 18, 2023
Proposed Minutes
Planning Commission Meeting
January 18, 2023
Chair Boo called a Meeting of the Plymouth Planning Commission to order at 7:00 p.m. in the
Council Chambers of City Hall, 3400 Plymouth Boulevard, on January 18, 2023.
COMMISSIONERS PRESENT: Chair Michael Boo, Marc Anderson, Julie Olson, Neha
Markanda, Jennifer Jerulle, and Josh Fowler.
COMMISSIONERS ABSENT: Bill Wixon.
STAFF PRESENT: Planning and Development Manager Chloe McGuire, Senior Planner Shawn
Drill, Senior Planner Kip Berglund, and Engineering Services Manager Chris McKenzie.
Chair Boo led the Pledge of Allegiance.
Public Hearings
(5.2) Site plan amendment and conditional use permit for the construction of a
freestanding laboratory building and associated improvements (Honeywell International,
Inc. - 12001 Highway 55 - 2022081)
Senior Planner Berglund presented the staff report.
Commissioner Markanda asked the proposed hours of operation.
Senior Planner Berglund replied that the hours of operation were not provided in the application
but noted that a representative is present that could address that question.
Chair Boo introduced Doctor Matt Wiebold, representing the applicant, who stated that he is
present to address questions. He stated that they do not plan to operate outside of typical business
hours of 9 a.m. to 5 p.m., Monday through Friday. The other members of the applicant’s team
introduced themselves as well.
Commissioner Olson asked if there are chemicals of concern in the laboratory.
Dr. Wiebold replied that they do not have hazardous material or chemicals in the building.
Commissioner Olson asked there would be additional employees as a result of this project.
Dr. Wiebold replied that they would anticipate hiring a few more employees as a result of the
project, estimating that two to eight employees in total would be added.
152
2
Proposed Minutes January 18, 2023
Chair Boo introduced Stephanie Stillman, 510 Magnolia Lane N, who stated that her family
recently moved to Plymouth in November. She requested that the project undergo an
environmental review as the company has 79 environmental related incidents. She believed that
the environmental review would provide additional guidance for the project.
Chair Boo introduced Keith Waaraniemi, 11800 Sunset Trail, who stated that Honeywell has
been a good neighbor and appreciated the information that has been provided tonight. He stated
that his main concern would be related to water quality, air quality and potential noise impacts.
He noted that the proposed building would be close to the yards on Sunset Trail. He commented
that Honeywell planted trees 10 to 15 years ago that acted as a buffer but noted that many of
those trees have died and requested that those in need be replaced.
Chair Boo introduced Wilson Moy, 1100 Kirkland Lane, stated that he has lived in his home for
28 years and his concern would be with the use of toxic and lethal materials used by Honeywell.
He recognized that is not proposed in this facility but noted that intention could change in the
future.
Chair Boo closed the public hearing.
Chair Boo listed the questions that were raised by the residents regarding the proposed project.
Senior Planner Berglund commented that there is a threshold for projects that would trigger the
need or requirement for an EAW. He stated that the size of the proposed project, at 5,000 to
6,000 square feet would not trigger an environmental review. He stated that the draft resolution
would require any mechanical equipment related to the building to meet the requirements within
the noise ordinance. He stated that the city does have water quality standards and air quality is
regulated by the MPCA. He referenced the comments related to the tree buffer and confirmed
that those trees would remain in place. He stated that if this is approved, the applicant would still
need to go through the building permit process which would require disclosure of any hazardous
materials. He stated that if the plans of the applicant changed in the future to involve hazardous
materials, the applicant would need to work through the MPCA process.
Chair Boo asked the applicant to address questions regarding the use or storage of any hazardous
materials or chemicals on-site and MPCA process for the use of any hazardous materials or
chemicals.
Dr. Wiebold replied that the company regulates with all requirements and MPCA requirements.
He stated that the equipment developed in this building does not involve hazardous material or
chemicals. He stated that the new building would be laboratory space.
Commissioner Anderson stated that the rumor that this site would handle hazardous materials
would not apply to this application.
Senior Planner Berglund confirmed that this review is for the newly proposed building.
Commissioner Anderson stated that once constructed, the owner could change the use within but
anything involving chemicals that would be of concern or hazardous materials would have to go
through the process of the MPCA.
153
3
Proposed Minutes January 18, 2023
Senior Planner Berglund agreed that the use could change as long as the proposed use would be
allowed within the zoning district.
Commissioner Jerulle asked if there is language in the draft resolution related to potential
pollutants.
Senior Planner Berglund reviewed the proposed condition related to noise regulation. He noted
that there are regulations related to water quality within city code. He stated that if desired an
additional condition could be added.
Commissioner Markanda asked if additional information could be gained relating to the
environmental incidents mentioned.
Planning and Development Manager McGuire replied that the city cannot take those into account
for this application. She stated that there is a rigorous review process during the building permit
process and anything that would not match the intended use would be flagged.
Chair Boo appreciated the seriousness of the questions raised related to potential uses and related
requirements. He stated that they need to take into account their limited role of review and that
other agencies or entities are charged with reviewing those issues. He noted that the commission
must focus on the matters charged to it.
Commissioner Anderson commented that this application meets the requirements. He stated that
in his opinion this would be an ugly building even though it meets the requirements. He noted
that unless he goes hunting for the building, he may never see it because it lies further into the
site and there is a buffer of trees between the subject property and adjacent residential properties.
He stated that he does not see a reason to oppose the request as the requirements are met.
Motion was made by Chair Boo and seconded by Commissioner Anderson to recommend approval
of the resolution approving a site plan amendment and conditional use permit for Honeywell
International Inc. for property located at 12001 Highway 55 with the noted conditions and
requirement that the applicant comply with any applicable environmental regulations for the
property and its intended use. With all Commissioners voting in favor, the motion carried.
154
Regular
Planning
Commission
January 18, 2023
Agenda
Number:5.2
To:Planning Commission
Prepared by:Kip Berglund, Senior Planner
Reviewed by:Maria Solano, Deputy City Manager
File No:2022081
1.Applicant:
Honeywell International, Inc.
2.Proposal:
Site plan amendment and conditional use permit for the construction of a freestanding laboratory
building and associated improvements.
3.Location:
12001 Highway 55
4.Guiding:
CO (commercial office)
5.Zoning:
B-C (business campus)
6.School District:
Wayzata (#284)
7.Review Deadline:
March 23, 2023
8.Brief Description:
Request by Honeywell International, Inc. for a site plan amendment to construct a freestanding,
5,751 square-foot laboratory building and associated improvements and conditional use permit to
allow two principal buildings on one lot.
98155
9.Attachments:
Planning Commission Report
Location Map
Aerial
Notification Area Map
CUP Standards
Applicant's Narrative
Survey
Honeywell Parking Space Exhibit
Civil Plans
Architectural Elevations and Floor Plan
Draft Resolution SPA CUP
99156
Planning Commission Report Information - 1/18/2023
Honeywell International, Inc., Site plan amendment and conditional use
permit for the construction of a freestanding laboratory building and
associated improvements – 12001 Highway 55 (2022081)
INTRODUCTION:
The applicant is requesting approval of the following:
Site plan amendment to construct a freestanding, 5,751 square-foot laboratory building and
associated improvements; and
Conditional use permit to allow two principal buildings on one lot.
Notice of the public hearing was published in the City’s official newspaper and mailed to all
property owners within 500 feet of the site. A copy of the notification area map is attached.
Development signage was also placed on the site.
CONTEXT:
Surrounding Land Uses
Adjacent Land Use Guiding Zoning
North Single-family homes
(Beacon Heights 1st Addition and
Hidden Lake – across Hwy 55)
LA-1 (living
area 1)
RSF-1 (single
family
detached 1)
East
(across Forestview
Ln)
Fourth Baptist Church P-I (public-
institutional) P-I
South Single-family homes (Unplatted
Section 35, and Henning’s 1st and
Wilshire Gardens Subdivisions)
LA-1 RSF-1
West (across
wetland)
Single-family homes (Gleanloch
Subdivision) LA-1 RSF-1
Natural Characteristics of Site
The site is in the Bassett Creek watershed district and contains a large high-quality wetland in the
western portion of the site a smaller medium-quality wetland in the northern middle portion of the
site and a small low-quality wetland in the southeastern portion of the site. The existing wetlands
would not be affected by the proposed project. However, if approved, adequate erosion control
protection would be required, adjacent to the wetland in the southeastern corner of the property,
during construction. The site does not contain any floodplain and is not located in a shoreland
overlay district.
100157
2022081
Page 2
Previous Actions
In 1967, the Council approved a rezoning to B-1 (Office Limited Business). In 1968, a 14,308
square foot building was constructed on this site.
In 1978, the Council approved a site plan amendment for a 70,000 square foot, four-story office
research center addition for the existing Honeywell Building. In 1982, the Council approved a
108,500 square foot expansion.
In 1985, the Honeywell Solid State Division subdivision was approved, through a preliminary and
final plat, which created the existing 64.14-acre parcel.
In 1994, the Council approved a 4,165 square foot addition.
In 1996 the Council approved a new Zoning Ordinance which rezoned this parcel to B-C (business
campus).
In 1997, the Council approved a site plan amendment and conditional use permit for the installation
of a nitrogen processing plant on the west side of the facility.
In 1998, the Council approved a site plan amendment and conditional use permit for an office
addition, installation of two cooling towers and the relocation of an underground fuel tank to an
above ground location.
In 2003, the Council approved a site plan amendment for an addition containing 34,000 square
feet at the northwest corner of the existing 239,000-square foot facility.
The City has also approved several minor site plan changes for this property including the 1991
addition of a cooling tower, the 1995 addition of a nitrogen storage tank, the 1996 addition of
chillers and condensation towers, the 1999 addition of a wood chip trail, and the 2001 recyclable
enclosure.
LEVEL OF CITY DISCRETION IN DECISION-MAKING:
The City’s discretion in approving or denying a site plan amendment is limited to whether the
proposal complies with the comprehensive plan and zoning ordinance requirements. If it meets
these standards, the city must approve the site plan amendment.
The City’s discretion in approving or denying a conditional use permit is limited to whether the
proposal meets the standards listed in the zoning ordinance. If it meets the specified standards, the
city must approve the conditional use permit. However, the level of discretion is affected by the
fact that some of the standards may be open to interpretation.
ANALYSIS OF REQUEST:
The applicant is requesting approval of the following: a site plan amendment, and conditional use
permit, to allow construction of a 5,751 square-foot freestanding laboratory in the southeastern
portion of the property on the roughly 64.14-acre parcel located at 12001 State Highway 55.
101158
2022081
Page 3
Site Plan Amendment
The zoning ordinance contains specific standards for approval of a site plan for development in
the B-C (business campus) zoning district. Staff used these standards to review the proposal. The
specific standards that apply are as indicated on the following table.
Standards for the C-3 District
Specified Proposed Complies?
Building Setbacks:
--Front (along Hwy 55) North 50 ft. (min.) 1,110 ft. Yes
--Front (along Forestview) East 50 ft. (min.) 435 ft. Yes
--Front (along 6th Avenue) South 75 ft. (min.) 103 ft. Yes
--Side (north side) 75 ft. (min.) 1,080 ft. Yes
--Rear (west) 75 ft. (min.) 1,750 ft. Yes
Parking Setbacks:
--From Lot Lines: South 20 ft. (min.) 25 ft. Yes
--From Building 10 ft. (min.) Unknown Yes*
Drive Aisle Setbacks:
--Front: South 10 ft. (min.) 25 ft. Yes
--From Building 10 ft. (min.) Unknown Yes*
Parking Spaces: Existing and Proposed
Buildings 580 (min.) 635 Yes
Building Height: 45 ft. (max.) 25 ft. Yes
Landscaping: 8 overstory trees
(min.)
8 overstory trees Yes
Lighting: LZ2
--Fixture Height 30 ft. (max.) Unknown Yes*
--Lumens/sq. ft. 2.5 (max.) Unknown Yes*
*Discussion follows
Parking/Drive Aisle
The area of the proposed building, in the southeastern portion of the property, is paved and could
be used for additional parking if needed. However, it is not currently striped or needed for parking.
If approved, the existing asphalt in that area would be removed and repaved with concrete. Based
on the uses within the existing building and proposed building, the site is required to have 580
parking spaces. The applicant has provided a site plan showing a total of 635 parking spaces to
meet the zoning ordinance requirement.
A condition is included in the attached resolution that requires a revised site plan that includes
required accessible parking and accessible route to the new building and any parking or drive aisle
to be located at least 10 feet from the building to meet zoning ordinance requirements.
102159
2022081
Page 4
Access
The applicant is proposing two access points into the new building. Access from the north from
the existing parking lot or from the west from the existing drive aisle. Two overhead doors would
be located along the western building elevation and service doors would be located along the
northern, southern, and western building elevations.
Building Materials
The primary building materials would include brick veneer, prefinished metal panels, and glass on
the walls and a pre-engineered standing seam metal roof.
Section 21115 of the zoning ordinance states that in business districts, any exposed metal or
fiberglass finish shall be limited to 50 percent of the surface of any building wall. Any metal finish
utilized in the building shall be a minimum of 26-gauge steel. All sides of the principal and
accessory structures are to have essentially the same or coordinated, harmonious exterior finish
materials and treatment. The applicant has revised the plans showing that less than 50 percent of
the walls would be metal finish, and that the color of the brick would meet/match the color of the
existing principal structure. The proposal would comply with City regulations relating to building
materials and design.
103160
2022081
Page 5
Utilities
The proposed plans identify utility connections to existing private utilities within the Honeywell
property. The water connection would come from the west and sanitary sewer would come from
the northeast of the building. A condition is included in the attached resolution that any work
within the right-of-way would require separate right-of-way permits through the engineering
department.
Landscaping
Section 21130 of the zoning ordinance states that for expansion to existing non-residential
developments, a minimum of one new overstory tree per 1,000 square feet of gross floor area (five
trees). In addition, the applicant would be required to replace any trees that would be removed as
a result of the project, which were planted to satisfy previous landscaping requirements (three
trees). Therefore, eight overstory trees or equivalent overstory trees are required for this site. Up
to 50 percent of the required number of overstory trees on a site may be substituted with an
equivalent number of understory trees or shrubs. In such case, three understory trees or ten shrubs
shall be equivalent to one overstory tree. The applicant has submitted a plan showing eight
overstory trees. The proposed number of overstory trees meets the minimum requirement. A
condition is included in the attached resolution that requires a revised landscaping plan to identify
the proposed species and size of the trees. In addition, the complement of trees shall not be less
than 25 percent deciduous and not less than 25 percent coniferous.
104161
2022081
Page 6
Lighting
The project is in lighting zone 2 (LZ-2) and must meet the requirements under section 21105.06
of the zoning ordinance. The proposed site plan does not show any new exterior lighting fixtures.
A condition is included in the attached resolution that states any new lighting fixtures, including
wall mounted, would need comply with City regulations relating to exterior lighting requirements
for the LZ-2 lighting zone.
Stormwater
The City of Plymouth’s water quality requirements state that if one acre or more of new impervious
surface is disturbed, then the City’s requirements would need to be met. A condition in the attached
resolution requires that the plans be reviewed and approved by the engineering department, and
that the applicant obtain any required permits from other agencies, including the Bassett Creek
watershed district.
Conditional Use Permit – Two buildings on one lot
The applicant is requesting a conditional use permit to allow two principal buildings on one lot.
Section 21105 of the zoning ordinance states that no more than one principal building shall be
located on a non-residential lot except by conditional use permit. The applicant states that the
proposed laboratory building would be constructed to expand the current warehouse and lab space
and contain office and manufacturing space. The facility would be used to develop and build
innovative weather measurement equipment.
Staff used the attached conditional use permit standards to review the request and finds it would
meet all the applicable standards. Specifically, the proposed use: 1) would be consistent with the
comprehensive plan; 2) would not endanger the public health or safety; 3) would not be injurious
to other properties in the vicinity or to the city as a whole; and 4) would not impede the orderly
development of surrounding properties.
RECOMMENDATION:
Community Development Department staff recommends approval of the site plan amendment, and
conditional use permit for Honeywell International, Inc. to allow construction of a 5,751-square
foot freestanding laboratory building and related improvements, subject to the conditions listed in
the attached resolution.
If new information is brought forward at the public hearing, staff may alter or reconsider its
recommendation.
ATTACHMENTS:
1. Location Map
2. Aerial Photo
3. Notification Area Map
4. CUP Standards
5. Applicant’s Narrative and Site Graphics
6. Draft Resolution approving Site Plan Amendment and Conditional Use Permit
105162
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2022081
Honeywell International, Inc.
12001 State Highway 55
Request for a CUP and SPA
K500 0 500 1,000250
Feet
Legend
C, Comercial
CC, City Center
CO, Commercial Office
IND
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LA-4, Living Area 4
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P-I, Public/Semi-Public/Institutional106163
STATE HWY NO 55
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Feet
107164
He nn epin Co u n ty L oc ate & N o tify Map
0 410 820205 Feet
Da te : 1/3 /2 02 3
Buffer Size:500Map Co mm e nts :
Th is d ata (i) is furn ish ed 'AS IS' with no represen ta tion as tocompleteness or accuracy; (ii) is fu rn ish ed with n o warra nty of anykind; an d (iii) is n ot suitable for le ga l, eng ineerin g or surve yingpurposes. Hennepin County shall not b e liab le for a ny da ma ge , in ju ryor loss resu lting from this dat a.
Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us
108165
(forms/cupsta)
ZONING ORDINANCE
CONDITIONAL USE PERMIT STANDARDS
21015.02 PROCEDURE: Pursuant to Minnesota Statutes 15.99, an
application for a conditional use permit shall be approved or denied within
sixty(60) days from the date of its official and complete submission unless
extended pursuant to Statute or a time waiver is granted by the applicant. If
applicable, processing of the application through required state or federal agencies
shall extend the review and decision-making period an additional sixty (60) days
unless this limitation is waived by the applicant.
Subd.5. The Planning Commission shall consider possible adverse effects
of the proposed conditional use. Its judgment shall be based upon (but not limited
to) the following factors:
1. Compliance with and effect upon the Comprehensive Plan, including
public facilities and capital improvement plans.
2. The establishment, maintenance or operation of the conditional use will
promote and enhance the general public welfare and will not be
detrimental to or endanger the public health, safety, morals, or comfort.
3. The conditional use will not be injurious to the use and enjoyment of
other property in the immediate vicinity for the purpose already
permitted, nor substantially diminish and impair property values within
the neighborhood.
4. The establishment of the conditional use will not impede the normal and
orderly development and improvement of surrounding property for uses
permitted in the district.
5. Adequate public facilities and services are available or can be reasonably
provided to accommodate the use which is proposed.
6. The conditional use shall, in all other respects, conform to the applicable
regulations of the district in which it is located.
7. The conditional use complies with the general and specific performance
standards as specified by this Section and this Chapter.
Section 21015-Plymouth Zoning Ordinance
109166
Honeywell will be expanding its current warehouse and lab space by constructing a ~5000 sf space
detached from the main Honeywell building at the 12001 State Hwy 55 campus. Honeywell intends to
develop and build cutting edge weather measurement equipment in this facility, aligning to the Promote
and Strengthen Economic Vitality vision statement as a part of the Plymouth Comprehensive Plan. This
additional space will further improve the high quality industrial space this campus hosts, create
additional jobs, and bring new expertise and capabilities to the area. This facility will not endanger
public health, safety, morals or comfort; and will not be injurious to use and enjoyment of other
property in the immediate vicinity. The new facility will be built on existing Honeywell-owned space, and
will not be visible from major roadways or other public spaces. The Honeywell existing parking is
sufficient for this additional space, and the building shall conform to applicable regulations of the district
in which it is located. This facility will also comply with the general and specific performance standards
as specified by Section 21015 and the Plymouth Zoning Ordinance.
110167
111168
11
2
11 Spaces
166 Spaces
252 Spaces
206 Spaces
PROJECT
LOCATION. AREA
NOT CURRENTLY
STRIPED OR USED
FOR PARKING
11.22.2022
WARE MALCOMB
EXISTING PARKING
EXHIBIT
16
9
Honeywell-12001 HWY 55, Plymouth, MN
Existing and Proposed Parking Analysis
Existing Building Use Existing SF Spaces Required Per Code
Manufacturing 43,808 260 125 260 125 1 per employee or 1/350 SF, whichever is less
Clean Room 29,723 85 - 85 1 per 350 square feet of floor area
Facilities and Maintenance 124,660 40 356 40 40 1 per employee or 1/350 SF, whichever is less
Office 54,626 90 219 - 219 1 per 250 square feet of floor area for the first 100,000 square feet, plus 1 per 350 square feet of floor area thereafter
Advanced Technology 32,673 49 93 - 93 1 per 350 square feet of floor area
Total 285,490 439 Total Existing Required Spaces 562
Proposed Building Use Proposed SF Spaces Required Per Code
Manufacturing 3,801 - 11 - 11 1 per employee or 1/350 SF, Whichever is less
Office 1,750 - 7 - 7 1 per 250 square feet of floor area for the first 100,000 square feet, plus 1 per 350 square feet of floor area thereafter
Total 5,551 See Note Total Proposed Required Spaces 18
Total Parking Required 580
Total Parking Provided 635
Difference 55 Extra
Note: The proposed building will be used by existing employees
Spaces
Required
Proposed
Employees
Spaces
Required
Based on SF
Spaces Required Based
on # of Employees
Parking
Required
by Use
Existing
Employees
Spaces
Required
Based on SF
Spaces Required Based
on # of Employees
113170
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
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CHI22-0107
J. GRZYWA
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VICINITY MAP
SCALE: 1" = 200'
FORESTVIEW LN
LEGAL DESCRIPTION
THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 118 NORTH, RANGE, 22
WEST, HENNEPIN COUNTY, MINNESOTA, LYING WESTERLY OF GLEANLOCH, ACCORDING TO THE RECORDED PLAT THEREOF.
THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 118 NORTH, RANGE 22 WEST, HENNEPIN
COUNTY, MINNESOTA EXCEPT THAT PART OF THE SOUTHERLY 60.00 FEET THEREOF LYING EASTERLY OF THE FOLLOWING
DESCRIBED LINE:
COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35;
THENCE ON AN ASSUMED BEARING OF NORTH 89 DEGREES 20 MINUTES 05 SECONDS WEST, ALONG THE EAST-WEST QUARTER
LINE OF SAID SECTION 35, A DISTANCE OF 1313.34 FEET TO THE POINT OF BEGINNING OF SAID LINE TO DESCRIBED; THENCE
NORTH 0 DEGREES 10 MINUTES 06 SECONDS EAST TO THE SOUTHERLY LINE OF SAID SOUTHERLY 60.00 FEET AND THERE
TERMINATING.
THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 118 NORTH, RANGE 22
WEST, HENNEPIN COUNTY, MINNESOTA LYING SOUTHERLY THE RIGHT-OF-WAY OF OLD COUNTY ROAD NO. 6, LYING NORTHERLY
OF THE SOUTHERLY 60.00 FEET THEREOF, AND LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE:
COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35;
THENCE ON AN ASSUMED BEARING OF NORTH 89 DEGREES 20 MINUTES 05 SECONDS WEST, ALONG THE EAST-WEST QUARTER
LINE OF SAID SECTION 35, A DISTANCE OF 1959.64 FEET; THENCE NORTH 0 DEGREES 05 MINUTES 53 SECONDS EAST A DISTANCE
OF 998.00 FEET; THENCE SOUTH 89 DEGREES 20 MINUTES 05 SECONDS EAST A DISTANCE OF 1120.23 FEET; THENCE NORTH 0
DEGREES 10 MINUTES 06 SECONDS EAST TO THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD NO. 6 AND THE POINT
OF BEGINNING OF THE LINE TO BE DESCRIBED; THENCE SOUTH 0 DEGREES 10 MINUTES 06 SECONDS WEST TO THE SOUTHERLY
LINE OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND THERE TERMINATING.
THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 118 NORTH, RANGE 22
WEST, HENNEPIN COUNTY, MINNESOTA LYING SOUTHERLY OF THE RIGHT-OF-WAY OF OLD COUNTY ROAD NO. 6.
LEGEND
EXISTING PROPOSED
BOUNDARY LINE
EASEMENT
CENTERLINE
CURB & GUTTER
TREE (VARIOUS)
CONTOUR
CATV
ELECTRIC
OVERHEAD UTILITY
FIBER OPTIC
IRRIGATION
NATURAL GAS
SANITARY
STORM DRAIN
TELEPHONE
UNKNOWN UTIL N/A
WATER LINE
DOMESTIC
WATER
FIRE WATER
RECLAIMED WATER
(5280)5750
ABBREVIATIONS
AB AGGREGATE BASE
AC ASPHALT CONCRETE
BFV BACK FLOW VALVE
CF CURB FACE
CL/℄CENTERLINE
CO CLEANOUT
DF DEEPENED FOOTING
DIP DUCTILE IRON PIPE
EG EXISTING GRADE
EL ELEVATION
EOA EDGE OF ASPHALT
ESMT EASEMENT
EX EXISTING
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FG FINISHED GRADE
FH FIRE HYDRANT
FF/FFE FINISH FLOOR ELEVATION
FG FINISHED GRADE
FGW FINISH GRADE AT WALL
FL/FLOW LINE
FS FINISHED SURFACE
GB GRADE BREAK
GBW GRADE AT BOTTOM OF WALL
GTW GRADE AT TOP OF WALL
GM GAS METER
GV GAS VALVE
HP HIGH POINT
LP LOW POINT
INV INVERT
LF LINEAR FEET
ME MATCH EXISTING
MH MAHNOLE
NG NATURAL GROUND
OC ON CENTER
PB PULL BOX
PCC PORTLAND CEMENT CONCRETE
PL/⅊PROPERTY LINE
PVC POLYVINYL CHLORIDE PIPE
R RADIUS
(RAD)RADIAL BEARING
RCP REINFORCED CONCRETE PIPE
R/W /ROW RIGHT OF WAY
SD/STRM STORM DRAIN
STA STATION
SS/SAN SANITARY SEWER
TG TOP OF GRATE
SW SIDE WALK
TBC TOP BACK OF CURB
TFI TOP FACE OF INLET
TC TOP OF CURB
TOP TOP OF PIPE
TOW TOP OF WALL
TYP.TYPICAL
VIF VERIFY IN FIELD
WM WATER METER
WSEL WATER SURFACE ELEVATION
WV WATER VALVE
HONEYWELL PROJECT HALAS
SITE IMPROVEMENT PLANS
12001 HWY 55, PLYMOUTH, MN 55441
WARE MALCOMB assumes no responsibility for utility locations.
The utilities shown on this drawing have been plotted from the
best available information. It is, however, the contractor's
responsibility to field verify the location of all utilities prior to the
commencement of any construction.
PROJECT BENCHMARK
SITE BENCHMARK 01: SCRIBED 'X' ON TOP OF SOUTH
SIDE OF LIGHT POLE BASE NEAR THE NORTHEAST
CORNER OF THE PARKING LOT. ELEVATION = 925.28 FEET
(NAVD 88).
SITE BENCHMARK 02: TOP OF TOP NUT OF FIRE HYDRANT
IN THE NORTHWEST QUADRANT OF FORESTVIEW LANE
AND PARKING LOT ENTRANCE ROAD. ELEVATION = 926.41
FEET (NAVD 88).
SURVEY INFORMATION
THESE PLANS AND THE ABOVE INFORMATION ARE BASED
ON THE SURVEY BY LEONARD F. CARLSON, MINNESOTA
PLS NO. 44890 FOR AND ON BEHALF OF SUNDE LAND
SURVEYING PROVIDED TO WM ON AUGUST 2, 2022.
OWNER/DEVELOPER
HONEYWELL INTERNATIONAL
12001 STATE HIGHWAY 55
PLYMOUTH, MN 55441
CONTACT: RYAN THIEL
CIVIL ENGINEER
WARE MALCOMB
500 W MADISON ST #1000
CHICAGO, IL 60661
630.581.4271
CONTACT: JON GRZYWA
ARCHITECT
WARE MALCOMB
1315 22ND ST #410
OAK BROOK, IL 60523
630.218.0063
CONTACT:
CITY OF PLYMOUTH
3400 PLYMOUTH BLVD
PLYMOUTH, MN 55447
763.509.5000
SITE
SHEET INDEX:
1.C1.0 - COVER SHEET
2.C1.1 - GENERAL NOTES
3.C2.0 - EXISTING CONDITIONS & DEMOLITION PLAN
4.C3.0 - SITE PLAN
5.C4.0 - GRADING PLAN
6.C5.0 - EROSION CONTROL PLAN
7.C6.0 - UTILITY PLAN
8.C7.0 - DETAILS
9.C7.1 - DETAILS
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CHI22-0107
J. GRZYWA
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10/03/22
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WM NOTES: GENERAL NOTES
1.ELEVATIONS ARE U.S.G.S DATUM.
2.DO NOT SCALE DRAWINGS.
3.THE CONTRACTOR SHALL EXAMINE THE PLANS AND SPECIFICATIONS, VISIT
THE SITE OF THE WORK AND INFORM HIMSELF FULLY WITH THE WORK
INVOLVED, GENERAL AND LOCAL CONDITIONS, ALL FEDERAL, STATE AND
LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS AND ALL OTHER
PERTINENT ITEMS WHICH MAY AFFECT THE COST AND TIME OF COMPLETION
OF THIS PROJECT BEFORE SUBMITTING A PROPOSAL. PERMITS AND
LICENSES OF A TEMPORARY NATURE NECESSARY FOR THE PROSECUTION
OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR.
4.THE CONTRACTOR SHALL VERIFY ALL ELEVATIONS PRIOR TO THE START OF
WORK. ANY DISCREPANCIES FOUND SHALL BE IMMEDIATELY REPORTED TO
THE ENGINEER AND NO WORK SHALL BE PERFORMED UNTIL THE
DISCREPANCY IS CHECKED AND A RESPONSE PROVIDED BY THE ENGINEER.
5.THE ACCURACY AND COMPLETE INCLUSION OF THE LOCATIONS OF EXISTING
UTILITIES IS NOT GUARANTEED. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE PROTECTION OF ALL PRIVATE AND PUBLIC UTILITIES EVEN IF THEY
ARE NOT SHOWN ON THE PLANS. ANY UTILITY THAT IS DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION
OF THE ENGINEER, OWNER, AND UTILITY OWNER, BY THE CONTRACTOR AT
HIS OWN EXPENSE.
6.THE CONTRACTOR SHALL EXAMINE THE PLANS AND SPECIFICATIONS, VISIT
THE PROJECT SITE, AND INFORM HIMSELF FULLY WITH THE WORK INVOLVED,
GENERAL AND LOCAL CONDITIONS, ALL FEDERAL, STATE AND LOCAL LAWS,
ORDINANCES, RULES AND REGULATIONS AND ALL OTHER PERTINENT ITEMS
WHICH MAY AFFECT THE COST AND TIME OF COMPLETION OF THIS PROJECT
BEFORE SUBMITTING A PROPOSAL. PERMITS AND LICENSES OF A
TEMPORARY NATURE NECESSARY FOR THE PROSECUTION OF THE WORK
SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR.
7.OPEN EXCAVATION WITHIN THE PAVEMENT OR PARKWAY SHALL NOT BE
LEFT OVER A WEEKEND, HOLIDAY, OR AFTER 3 P.M. ON THE DAY PRECEDING
A WEEKEND OR HOLIDAY, OR ANY TIME THE EXCAVATION CANNOT BE
SUPERVISED AND SECURED TO THE SATISFACTION OF THE ENGINEER AND
AUTHORITY HAVING JURISDICTION.
8.THE CONTRACTOR SHALL RESTORE ANY AREA DISTURBED TO A CONDITION
EQUAL TO OR BETTER THAN ITS ORIGINAL USE. THIS SHALL INCLUDE FINISH
GRADING, ESTABLISHMENT OF A VEGETATIVE COVER (SEEDING OR SOD)
AND GENERAL CLEANUP. THE CONTRACTOR SHALL NOT EXCAVATE OR
DISTURB BEYOND PROPERTY LINE BOUNDARIES, UNLESS OTHERWISE
NOTED.
9.ALL LOT IRONS DAMAGED OR REMOVED DURING CONSTRUCTION OF THIS
PROJECT SHALL BE REPLACED BY THE ENGINEER AND SAID COST OF
REPLACEMENT SHALL BE PAID BY THE CONTRACTOR.
10.ALL SITE IMPROVEMENTS, INCLUDING STORM WATER DRAINAGE (BUT NOT
WATER MAIN AND SANITARY SEWER) SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE MnDOT STANDARD
SPECIFICATIONS, LATEST EDITION, AND LOCAL JURISDICTIONAL
REQUIREMENTS. IN CASE OF CONFLICT, THE LATTER SHALL TAKE
PRECEDENCE.
11.ALL MANHOLES AND VALVE VAULTS SHALL HAVE "SANITARY", "STORM" OR
"WATER" CAST INTO THE CAST IRON LIDS, AS APPROPRIATE.
12.ALL SEWERS AND WATER MAINS WHICH FALL WITHIN THREE FEET OF
EXISTING OR PROPOSED PAVED AREAS SHALL BE BACKFILLED WITH
AGGREGATE CA 6 OR OTHER APPROVED GRANULAR MATERIAL. THE GRAVEL
SHALL EXTEND A DISTANCE OF 2'-0" BEYOND THE PAVEMENT AND EXTEND
DOWN FROM THAT POINT AT A 1:1 SLOPE, AWAY FROM THE PAVEMENT.
13."BAND-SEAL" CONNECTORS, OR EQUAL, SHALL BE USED TO JOIN PIPES OF
DISSIMILAR MATERIALS
14.ALL NEW AND EXISTING STRUCTURES ON SITE AND IN AREAS TO BE
DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH GRADE
PRIOR TO FINAL INSPECTION OF THE WORK. ADJUSTMENTS UPWARD SHALL
BE MADE USING PRECAST CONCRETE ADJUSTMENT RINGS, BUT NO MORE
THAN 8" OF RINGS SHALL BE USED. IF THE TOTAL HEIGHT OF ALL
ADJUSTMENTS EXCEEDS 8", THEN ADJUSTMENTS SHALL BE MADE BY
INTERCHANGING AND/OR ADDING/REMOVING COMPLETE BARREL SECTIONS
TO ACHIEVE DESIRED ELEVATIONS.
15.WHENEVER A SEWER CROSSES UNDER A WATER MAIN, THE MINIMUM
VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF
THE WATER MAIN SHALL BE 18 INCHES. A MINIMUM HORIZONTAL DISTANCE
OF 10 FEET BETWEEN ALL SEWERS AND SERVICES AND WATER MAINS
SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH,
KEEPING A MINIMUM 18" VERTICAL SEPARATION; OR THE SEWER IS LAID IN A
TRENCH WITH THE WATER MAIN LOCATED AT THE OPPOSITE SIDE ON A
BENCH OF UNDISTURBED EARTH KEEPING A MINIMUM OF 18" VERTICAL
SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL DISTANCES
DESCRIBED ABOVE CANNOT BE MAINTAINED, OR THE SEWER CROSSES
ABOVE THE WATER MAIN, THEN WITHIN A DISTANCE OF 10 FEET ON EITHER
SIDE OF THE WATER MAIN, THE SEWER PIPES SHALL BE CONSTRUCTED TO
WATER MAIN STANDARDS OR SHALL BE ENCASED WITH A WATER MAIN
QUALITY CARRIER PIPE WITH THE ENDS SEALED.
16.PERMITS AND LICENSES OF A TEMPORARY NATURE NECESSARY FOR THE
PROSECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE
CONTRACTOR. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL
CALL THE ATTENTION OF THE ENGINEER TO ANY MATERIAL OR EQUIPMENT
HE DEEMS INADEQUATE AND TO ANY ITEM OF WORK OMITTED.
17.THE CONTRACTOR WILL HAVE IN HIS POSSESSION, ON THE JOB SITE, A
COPY OF THE PLANS AND SPECIFICATIONS PRIOR TO BEGINNING WORK.
18.A LICENSED WELL DRILLER SHALL CAP ALL WELLS IN ACCORDANCE WITH
STATE AND COUNTY REGULATIONS. CERTIFICATES SHALL BE FURNISHED,
SUBMITTED AND APPROVED BY THE APPROPRIATE HEALTH DEPARTMENT
PRIOR TO ACCEPTANCE OF THE WORK.
WM NOTES: PAVEMENT & CONCRETE CONSTRUCTION NOTES
1.ALL SITE IMPROVEMENTS, INCLUDING STORM WATER DRAINAGE (BUT NOT
WATER MAIN AND SANITARY SEWER) SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE MnDOT STANDARD
SPECIFICATIONS, LATEST EDITION, AND LOCAL JURISDICTIONAL
REQUIREMENTS. IN CASE OF CONFLICT, THE LATTER SHALL TAKE
PRECEDENCE.
2.ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE
SAWCUT ALONG LIMITS OF PROPOSED REMOVAL BEFORE REMOVAL
OPERATION BEGINS.
3.ALL CURBS CONSTRUCTED OR REPLACED OVER A UTILITY TRENCH SHALL
BE REINFORCED WITH TWO #4 REBAR FOR A LENGTH OF 20 FEET CENTERED
OVER THE TRENCH. SIDEWALKS SHALL BE TREATED IN THE SAME MANNER
USING THREE #6 REBAR.
4.ALL PROPOSED ELEVATIONS SHOWN ON PLANS ARE FINISHED SURFACE
ELEVATIONS UNLESS NOTED OTHERWISE.
5.ALL RADII ARE TO THE BACK OF CURB AND ARE NOTED ON THE PLANS.
6.CONTRACTION JOINTS SHALL BE CONSTRUCTED AT TEN (10) FOOT MINIMUM
INTERVALS. THE GRANULAR CURB BASE SHALL BE A MINIMUM OF THREE (3)
INCHES OF 3/8" TO 3/4" OPEN GRADED GRANULAR MATERIAL TO ALLOW FOR
PROPER SUBGRADE DRAINAGE. COMPACTED CURB SUBGRADE SHALL BE
SHAPED PARALLEL TO THE CURB FLOW LINE AND POSITIVELY DRAINED TO
THE INLETS AND CATCH BASINS. ALL PAVEMENTS SHALL BE CONSTRUCTED
ON A SELECT COMPACTED SUBGRADE, GRADED PARALLEL TO THE FINISH
SURFACE.
7.EXPANSION JOINTS SHALL BE REQUIRED AT ALL POINTS OF CURVATURE, AT
BOTH SIDES OF ALL DRAINAGE STRUCTURES, AND ALL LOCATIONS WHERE
THE SIDEWALK ABUTS THE CONCRETE CURB AND GUTTER.
8.CURB AND GUTTER SHALL BE CONSTRUCTED AND TIED INTO EXISTING P.C.C.
PAVEMENT IN ACCORDANCE WITH I.D.O.T. STANDARDS 606001 AND 420001.
9.ALL CONCRETE CURB AND GUTTER AND SIDEWALKS SHALL BE CURED WITH
W.R. MEADOWS CS-309 CURING COMPOUND OR APPROVED EQUAL.
10.ALL CONCRETE CURB AND GUTTER SHALL BE SEALED WITH W.R. MEADOWS
T1A44 SEALANT OR APPROVED EQUAL, IMMEDIATELY AFTER SEVEN (7) DAYS
OF CURING AT A RATE OF 300 S.F. PER GALLON UTILIZING A SPRAY
APPLICATION. THE SURFACE MUST BE THOROUGHLY CLEAN AND DRY OF
APPLICATION.
11.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED OF CLASS SI CONCRETE,
4" THICK. BASE SHALL BE FOUR INCHES (4") OF COMPACTED CRUSHED
STONE OR FINE AGGREGATE BASE ON A DRY NATURAL OR COMPACTED
SUBGRADE FOR SIDEWALKS.
12.WHERE NEW PAVEMENT MEETS EXISTING BITUMINOUS CONCRETE OR
PORTLAND CEMENT CONCRETE PAVEMENTS, A CUT JOINT OF TRANSITIONAL
LENGTH NO LESS THAN TEN (10') FEET WILL BE REQUIRED. THE SUBGRADE
SHALL BE GRADED PARALLEL TO THE FINAL SURFACE GRADES AS SUCH,
SHALL DRAIN TO THE CURB LINE AND TO THE INLETS AND CATCH BASINS.
POSITIVE DRAINAGE MUST BE ACCOMPLISHED ON THE COMPACTED
SUBGRADE OR THE PLACEMENT OF BASE MATERIAL WILL BE ALLOWED.
13.THE INSTALLATION OF THE BITUMINOUS SURFACE COURSE SHALL BE
DELAYED UNTIL THE BASE COURSE IS "PROOF ROLLED" BY THE
CONTRACTOR, AT HIS COST, TO THE SATISFACTION OF THE ENGINEER.
WM NOTES: SITE GRADING NOTES
1.ALL SITE IMPROVEMENTS, INCLUDING STORM WATER DRAINAGE (BUT NOT
WATER MAIN AND SANITARY SEWER) SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE MnDOT STANDARD
SPECIFICATIONS, LATEST EDITION, AND LOCAL JURISDICTIONAL
REQUIREMENTS. IN CASE OF CONFLICT, THE LATTER SHALL TAKE
PRECEDENCE.
2.EARTHWORK AND EMBANKMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE MnDOT STANDARD SPECIFICATIONS, LATEST
EDITION. COMPACTION OF ALL EMBANKMENTS SHALL NOT DEVIATE FROM
SECTION 205.04.
3.ALL SITE WORK SHALL INCLUDE CLEARING, STRIPPING, AND STOCKPILING
OF TOPSOIL, REMOVING UNSUITABLE MATERIALS, THE CONSTRUCTION OF
EMBANKMENTS, CONSTRUCTING NON-STRUCTURAL FILLS, AND FINAL
SHAPING, AND TRIMMING TO THE LINES, GRADES AND CROSS-SECTION
SHOWN ON THE PLANS.
4.UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATING FOR PAVEMENT
SUBGRADE SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL
TO THE LIMITS APPROVED BY THE GEOTECHNICAL ENGINEER. UNSUITABLE
MATERIAL THAT IS EXCAVATED SHALL BE DISPOSED OF AT THE
CONTRACTOR'S EXPENSE.
5.TOPSOIL EXCAVATED SHALL BE STOCKPILED ON THE SITE IN AREAS
DESIGNATED BY THE ENGINEER UNTIL SUCH TIME THAT THIS TOPSOIL CAN
BE USED FOR FINAL GRADING. ALL TOPSOIL STOCKPILE AREAS TO BE
STABILIZED IN ACCORDANCE WITH APPLICABLE EROSION CONTROL
REQUIREMENTS.
6.CONTRACTOR SHALL LANDSCAPE DISTURBED R.O.W. BY BACKFILLING FROM
BACK OF CURB TO ROW LINE WITH A MINIMUM OF 6-INCHES OF TOPSOIL &
PLACING SOD. FERTILIZE TOPSOIL WITH NITROGEN, PHOSPHORUS AND
POTASSIUM FERTILIZER NUTRIENT.
WM NOTES: WATER MAIN CONSTRUCTION NOTES
1.ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
NOTES ON THE PLANS AND IN ACCORDANCE WITH CODES AND ORDINANCES
OF THE LOCAL JURISDICTION HAVING AUTHORITY.
2.ALL FITTINGS SHALL BE COMPACT DUCTILE IRON AND SHALL CONFORM TO
ANSI/AWWA FITTINGS SHALL BE U.L. LISTED CLASS 350, TYLER, GRIFFIN OR
APPROVED EQUAL.
3.ALL PIPE AND FITTINGS SHALL BE CEMENT LINED IN ACCORDANCE WITH
ANSI/AWWA.
4.ALL FITTINGS SHALL BE MECHANICAL JOINT AND SHALL BE INSTALLED WITH
RETAINER GLANDS.
5.SLEEVES SHALL BE ROCKWELL D.I. COUPLING TYPE 441 OR EQUAL.
SLEEVES SHALL BE PROVIDED AT LOCATIONS SHOWN ON THE PLANS OR AS
REQUIRED. THE COST OF SLEEVES IS CONSIDERED AS INCIDENTAL TO THE
COST OF THE PROJECT.
6.ALL GATE VALVES SHALL BE OF THE DOUBLE DISC TYPE, SHALL HAVE A
STANDARD OPERATING NUT AND SHALL OPEN IN A COUNTERCLOCKWISE
DIRECTION. GATE VALVE SHALL BE RESILIENT WEDGE TYPE GATE VALVE -
AWWA C-509 OR AS SPECIFIED BY THE JURISDICTION HAVING AUTHORITY.
7.ALL GATE VALVES 12" AND LARGER SHALL BE LOCATED IN A VALVE VAULT
WITH A MINIMUM OF 6' INSIDE DIAMETER.
8.ALL WATER MAIN SHUTDOWNS SHALL BE PERFORMED BY DISTRICT
PERSONNEL ONLY. A MINIMUM OF 24 HOURS NOTICE SHALL BE GIVEN PRIOR
TO REQUESTED SHUT-DOWNS.
9.VALVE BOXES SHALL BE CAST IRON, TWO PIECE 5 1/4 INCH SHAFTS,
SCREW-TYPE TYLER MODEL 664-5, OR EQUAL. LIDS TO BE MARKED "WATER."
10.ALL HYDRANTS SHALL BE IN ACCORDANCE WITH SECTION FOUR (4) OF
AWWA C502-54 STANDARD AND SHALL BE MUELLER OR TRAVERSE CITY
HYDRANT WITH ONE 4 1/2" STEAMER NOZZLE AND TWO (2) HOSE OUTLETS,
WHICH THE THREAD CONFORMS WITH THE STANDARDS OF THE AUTHORITY
HAVING JURISDICTION.
11.ALL TEE BENDS, FIRE HYDRANTS AND VALVES SHALL BE ADEQUATELY
SUPPORTED WITH BLOCKING, SUPPORTED LATERALLY WITH POURED IN
THRUST BLOCKING AGAINST UNDISTURBED EARTH. ALL FITTINGS SHALL BE
INSTALLED WITH RETAINER GLANDS. AUXILIARY VALVES SHALL BE AWWA
C-509 TYPE. STEAMER PORT ON FIRE HYDRANT SHALL BE 18" ABOVE
FINISHED GRADE.
12.WATER MAINS AND WATER SERVICE LINES SHALL BE PROTECTED FROM
SANITARY SEWERS, STORM SEWERS, COMBINED SEWERS, HOUSE SEWER
SERVICE CONNECTIONS AND DRAINS IN ACCORDANCE WITH TITLE 35:
ENVIRONMENTAL PROTECTION AGENCY SUBTITLE F: PUBLIC WATER
SUPPLIES, CHAPTER II: ENVIRONMENTAL PROTECTION AGENCY, PARTS
651-654 TECHNICAL POLICY STATEMENTS, SECTION 653.119.
13.ALL WATER SERVICES SHALL BE 1 INCH TYPE "K" COPPER PIPE WITH FLARED
CONNECTIONS UNLESS OTHERWISE NOTED ON PLANS. ALL CORPORATION
STOPS SHALL BE MUELLER MODEL H15008, 1" GROUND KEY CORPORATION
STOP.
14.ALL CURB STOPS SHALL BE MUELLER MODEL H15155, MARK II ORISEAL 1"
MINNEAPOLIS PATTERN. ALL CURB BOXES SHALL BE MUELLER MODEL
H10300, EXTENSION TYPE (5-1/2 FT.) MINNEAPOLIS PATTERN BASE CURB
BOX.
15.A BLUE TIPPED 4"X4"X6' WOODEN POST SHALL BE PLACED VERTICALLY IN
THE GROUND AT EACH SERVICE TERMINATION 4' OUT OF THE GROUND.
16.ALL WATER MAINS SHALL HAVE A MINIMUM DEPTH OF COVER OF 7'-0".
17.WATER MAIN MAY BE LAID ON A 2" SAND CUSHION TO INSURE EVEN BEARING
ALONG THE ENTIRE LENGTH OF THE PIPE.
WM NOTES: SANITARY SEWER CONSTRUCTION NOTES
1.ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
THE NOTES AND ON THE PLANS, AND IN ACCORDANCE WITH CODES AND
ORDINANCES OF THE AUTHORITY HAVING JURISDICTION.
2.THE SANITARY SEWER AND SERVICE SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE (PVC) PIPE IN ACCORDANCE WITH ASTM D-3034 FOR
PIPE AND ASTM D-3212 FOR JOINTS FOR PIPE DIAMETERS FROM 6" TO 15",
AND THE STANDARD DIMENSION RATIO (SDR) SHALL BE 26 OR DUCTILE IRON
PIPE CLASS 52 WITH EITHER MECHANICAL OR PUSH-ON JOINTS AND SHALL
CONFORM TO ANSI A 21.51, AWWA C151 AND A21.11, AWWA C111.
3.ALL SANITARY SEWER MANHOLES SHALL BE PROVIDED WITH APPROVED
CAST IN PLACE RUBBER BOOTS THAT CONFORM TO ASTM C-923 FOR ALL
PIPE CONNECTIONS. PRECAST SECTIONS SHALL CONSIST OF MODIFIED
GROOVE TONGUE AND RUBBER GASKET TYPE JOINTS.
4.BAND SEAL, OR SIMILAR COUPLINGS SHALL BE USED IN CONNECTING
SEWER PIPES OF DISSIMILAR MATERIALS.
5.ALL MANHOLE COVERS SHALL HAVE THE WORD "SANITARY" CAST INTO THE
TOP AND SHALL BE THE CONCEALED PICKHOLE TYPE. ALL COVERS USED
FOR SANITARY SEWERS SHALL HAVE A MACHINED SURFACE AND A
WATERTIGHT RUBBER GASKET SEAL. ALL MANHOLE FRAMES SHALL BE SET
WITH BUTYL ROPE JOINT SEALANT.
6.ALL FINAL ADJUSTMENTS OF CASTINGS WILL BE ACCOMPLISHED BY THE USE
OF PRECAST CONCRETE ADJUSTING RINGS SET IN BUTYL ROPE JOINT
SEALANT, MORTAR JOINTS ARE NOT ALLOWED. TOTAL HEIGHT OF
ADJUSTING RINGS USED SHALL NOT EXCEED EIGHT (8") INCHES.
7.WHEN CONNECTING TO AN EXISTING SEWER MAIN BY MEANS OTHER THAN
AN EXISTING WYE, TEE OR AN EXISTING MANHOLE, ONE OF THE FOLLOWING
METHODS SHALL BE USED:
7.1.CIRCULAR SAW-CUT OF SEWER MAIN BY PROPER TOOL "SEWER TAP"
MACHINE (OR SIMILAR) AND PROPER INSTALLATION OF HUB-WYE
SADDLE OR HUB-TEE SADDLE.
7.2.REMOVE AN ENTIRE SECTION OF PIPE (BREAKING ONLY THE TOP OF
ONE BELL) AND REPLACE WITH A WYE OR TEE BRANCH SECTION.
7.3.WITH A PIPE CUTTER, NEATLY AND ACCURATELY CUT OUT DESIRED
LENGTH OF PIPE FOR INSERTION OF PROPER FITTING USING "BAND
SEAL" OR SIMILAR COUPLINGS TO HOLD IT FIRMLY IN PLACE.
8.SANITARY SEWER SERVICES SHALL BE CONSTRUCTED ACCORDING TO THE
DETAILS IN THE PLANS AND THE EXACT LOCATION OF EACH SHALL BE
DETERMINED IN THE FIELD. THE CONTRACTOR SHALL FURNISH RECORD
DRAWINGS OF SANITARY SEWER SERVICES AT THE COMPLETION OF
CONSTRUCTION, BASED ON MEASUREMENTS PROVIDED BY THE
CONTRACTOR.
9.A RED TIPPED 4"X4"X6' POST SHALL BE PLACED VERTICALLY IN THE GROUND
AT SERVICE TERMINATION, 4' OUT OF THE GROUND.
10.ALL SANITARY SEWER AND SERVICES TO HAVE STONE BEDDING 1/4" TO 1" IN
SIZE, WITH A MINIMUM THICKNESS EQUAL TO 1/4 OF THE OUTSIDE
DIAMETER OF THE SEWER PIPE, BUT NOT LESS THAN 4 INCHES. IDOT
GRADATION CA 7, CA 11, AND CA 13 ARE ACCEPTABLE. FOR THERMOPLASTIC
PIPE THE BEDDING AND BACKFILL MATERIAL AND METHOD SHALL MEET
ASTM D-2321, CLASS I STANDARDS, EXCEPT THAT A UNIFORM GRADATION
OF THE GRANULAR MATERIAL MAY RANGE FROM 1/4" TO 1" IN SIZE. THE
BEDDING MATERIAL SHALL EXTEND ABOVE THE TOP OF THE PIPE A MINIMUM
OF 12".
11.ALL FLOOR DRAINS SHALL DISCHARGE INTO THE SANITARY SEWER.
12.ALL SANITARY SEWER MAINS SHALL HAVE A MINIMUM DEPTH OF COVER OF
10'-0".
WM NOTES: SANITARY SEWER TESTING NOTES
1.THE MAXIMUM ALLOWABLE INFILTRATION SHALL BE 100 GALLONS PER MILE
PER INCH DIAMETER OF PIPE. THE USE OF A V-NOTCH WEIR OR A PLUG WITH
SPIGOT TO MEASURE FLOWS SHALL BE DETERMINED BY THE ENGINEER
PRIOR TO THE TEST.
2.THE SANITARY SEWER SHALL BE TELEVISED BY THE CONTRACTOR AND A
VIDEO TAPE RECORD SHALL BE MADE AND TURNED OVER TO THE
MUNICIPALITY AFTER CONSTRUCTION BUT PRIOR TO PLACING THE
SANITARY SEWER INTO SERVICE.
3.ALL SANITARY SEWERS WILL BE AIR TESTED BY THE CONTRACTOR UNDER
THE SUPERVISION OF THE MUNICIPALITY ENGINEER. ALL TESTING WILL BE
DONE IN CONFORMANCE WITH THE 'STANDARD SPECIFICATIONS FOR
WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS', CURRENT EDITION.
4.ALL SANITARY MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH
ASTM C-1244-02 PRIOR TO PLACING INTO SERVICE
WM NOTES: DEFLECTION TESTING FOR FLEXIBLE THERMOPLASTIC
PIPE NOTES
1.ALL PIPELINE SHALL BE TESTED FOR EXCESS DEFLECTION BY PULLING A
"GO - NO GO" MANDREL THROUGH THE PIPE FROM MANHOLE TO MANHOLE.
THE MANDREL SHALL BE SIZED IN ACCORDANCE WITH THE TESTING LIMITS
GIVEN BELOW, AND AS SPECIFIED IN THE SPECIAL PROVISIONS. A
"DEFLECTOMETER" MAY ALSO BE USED TO CHECK AND RECORD
DEFLECTION. WHEREVER POSSIBLE AND PRACTICAL, THE TESTING SHALL
INITIATE AT THE DOWNSTREAM LINES AND PROCEED TOWARDS THE
UPSTREAM LINES.
2.WHERE DEFLECTION IS FOUND TO BE IN EXCESS OF ALLOWABLE TESTING
LIMITS, THE CONTRACTOR SHALL EXCAVATE TO THE POINT OF EXCESS
DEFLECTION AND CAREFULLY COMPACT AROUND THE POINT WHERE
EXCESS DEFLECTION WAS FOUND. THE LINE SHALL THEN BE RETESTED FOR
DEFLECTION. HOWEVER, SHOULD AFTER THE INITIAL TESTING THE
DEFLECTED PIPE FAIL TO RETURN TO THE ORIGINAL SIZE (INSIDE
DIAMETER), THE LINE SHALL BE REPLACED.
3.SAMPLING SHALL BE PERFORMED ON ALL SEWER PIPELINE BY THE
ENGINEER.
4.DEFLECTION LIMITS FOR FLEXIBLE THERMOPLASTIC PIPES:
VERTICAL RING DEFLECTION OF POLYVINYL CHLORIDE (PVC) PIPE SHALL
NOT EXCEED 5.0%
MANDREL DIAMETER = (100% - DEFLECTION % LIMIT) * BASE INSIDE
DIAMETER (ID)
BASE ID = AVERAGE ID - TOLERANCE PACKAGE
AVERAGE ID = AVERAGE OD - 2* 1.06 * MIN WALL THICKNESS
TOLERANCE PACKAGE = [(OD TOLERANCE)² + 2(0.06 * MIN WALL
THICKNESS)² + ROUNDNESS TOLERANCE)²] ^1/2
WM NOTES: WATER MAIN TESTING NOTES
ALL WATER MAIN AND SERVICE PIPE, FITTINGS, VALVES AND HYDRANTS SHALL
BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 PSI AFTER INSTALLATION.
EACH SECTION OF WATER MAIN AND CONNECTIONS TO BE PRESSURE TESTED
SHALL BE CAREFULLY FILLED WITH WATER TO EXPEL ALL TRAPPED AIR, AND THE
TEST PRESSURE SHALL BE APPLIED BY USE OF A PUMP CONNECTED TO A TAP IN
THE PIPE. THE TEST PRESSURE SHALL HOLD WITHOUT PRESSURE LOSS OR
FURTHER PRESSURE APPLICATION FOR A DURATION OF TWO HOURS. IN THE
EVENT OF A PRESSURE LOSS, THE CONTRACTOR SHALL LOCATE AND CORRECT
ALL LEAKS, AND THEN REPEAT THE HYDROSTATIC PRESSURE TEST UNTIL
SATISFACTORY TO THE AUTHORITY HAVING JURISDICTION ENGINEER. THE
APPROVING AGENCY MUST BE CONTACTED AT LEAST 24 HOURS PRIOR TO
PRESSURE TESTING THE WATER MAIN.
WM NOTES: WATER DISINFECTION NOTES
AFTER THE WATER MAIN INSTALLATION HAS BEEN SATISFACTORILY COMPLETED,
INCLUDING PRESSURE AND LEAKAGE TESTING, THE CONTRACTOR SHALL
FURNISH EQUIPMENT AND CHEMICALS NECESSARY TO PROPERLY DISINFECT
THE WORK IN ACCORDANCE WITH THE LATEST REVISION OF AWWA STANDARD
C601. CHLORINE WHICH MAY BE USED IN THE DISINFECTING SOLUTIONS IS
CHLORINE GAS ONLY. DISINFECTING SOLUTIONS SHALL BE APPLIED BY
CONTINUOUS FEED METHOD UNLESS OTHERWISE APPROVED IN WRITING BY THE
ENGINEER, AND SHALL CONTAIN A MINIMUM OF 50 MILLIGRAMS PER LITER (MG/L)
OF AVAILABLE CHLORINE. THE DISINFECTING SOLUTION SHALL BE RETAINED IN
THE MAIN FOR A PERIOD OF NOT LESS THAN 24 HOURS AFTER WHICH THE
WATER SHALL CONTAIN NO LESS THAN 25 MG/L CHLORINE THROUGHOUT THE
NEW WORK. AFTER THE 24 HOUR RETENTION PERIOD, THE DISINFECTING
SOLUTION SHALL BE FLUSHED FROM THE MAIN UNTIL THE CHLORINE
CONCENTRATION IN THE WATER FLOWING FROM THE MAIN IS NO HIGHER THAN
THAT GENERALLY PREVAILING IN THE OWNER'S SYSTEM, OR LESS THAN 1MG/L.
11
5
17
2
EXISTING ASPHALT TO BE
REMOVED (TYP)
EXISTING CURB TO
BE REMOVED (TYP)
EXISTING CURB TO
BE REMOVED (TYP)
EXISTING TREE
TO BE REMOVED
EXISTING TREE
TO BE REMOVED
EXISTING LIGHT
POLE TO REMAIN
EXISTING CURB INLETS TO
REMAIN. SEE GRADING PLAN
FOR MORE INFORMATION.
EXISTING LIGHT
POLE TO REMAIN
FORESTVIEW Ln N
SAWCUT AND REMOVE
EXISTING ASPHALT FOR
WATER SERVICE TRENCH
EXISTING CURB TO
BE REMOVED (TYP)
2.00'
EXISTING CURB TO
BE REMOVED (TYP)
SAWCUT AND REMOVE EXISTING
ASPHALT AND CURB FOR SANITARY
SEWER SERVICE TRENCH
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
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SHEET
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JOB NO.:
DESIGNED:
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CHI22-0107
J. GRZYWA
9
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10/04/22
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C2.0
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SCALE: 1" =
10 20 40
20'
WARE MALCOMB assumes no responsibility for utility locations.
The utilities shown on this drawing have been plotted from the
best available information. It is, however, the contractors
responsibility to field verify the location of all utilities prior
to the commencement of any construction.
LEGEND
EXISTING REMOVE / DEMO
BOUNDARY
LOT LINE
EASEMENT
CENTERLINE
CURB / GUTTER
SIDEWALK
FENCE
N/A SAWCUT
STORM DRAIN
SANITARY
WATERLINE
IRRIGATION
OVERHEAD UTILITY
CABLE TV
BURIED ELECTRIC
FIBER OPTIC
NATURAL GAS
TELEPHONE
UNKNOWN UTILITY
X X
DEMOLITION NOTES
1.CONTRACTOR TO FIELD VERIFY EXISTING
CONDITIONS PRIOR TO CONSTRUCTION AND SHALL
NOTIFY ENGINEER OF ANY DISCREPANCIES.
ENGINEER WILL NOT BE RESPONSIBLE FOR ANY
COSTS ASSOCIATED WITH CHANGES TO THE DESIGN
WITHOUT PROPER NOTIFICATION.
2.ALL EXCAVATION SPOILS, INCLUDING BUT NOT
LIMITED TO CONCRETE AND PAVEMENT
EXCAVATION, SHALL BE EXPORTED AND LEGALLY
DISPOSED OF BY THE CONTRACTOR.
3.EXISTING STRUCTURES, CONCRETE, PAVEMENT,
FENCES, CURBS, UTILITY BOXES, LIGHTS, GATES,
ETC. NOT CALLED OUT IN THE PLANS TO BE
REMOVED OR REPLACED SHALL BE PROTECTED IN
PLACE.
4.CONTRACTOR TO PROVIDE TREE PROTECTION AS
NECESSARY DURING CONSTRUCTION TO PRESERVE
EXISTING TREES TO REMAIN. ANY TREES NOT
IDENTIFIED TO BE REMOVED ARE ASSUMED TO
REMAIN.
5.CONTRACTOR TO SAWCUT EXISTING ASPHALT AND
CURB AT LIMITS OF REMOVAL.
11
6
17
3
FORESTVIEW Ln N
NEW CURB
EXISTING CURB
TO REMAIN
EXISTING U.G.
ELECTRICAL
EXISTING HYDRANT
TO REMAIN
EXISTING POND
EXISTING LIGHT POLE TO REMAIN.
CONTRACTOR TO PROTECT
DURING CONSTRUCTION
NEW CONCRETE
PAVEMENT
5'x5' CONCRETE
STOOP
NEW 4" WIDE PAINTED
YELLOW STRIPE
81.00'
71.00'
35.00'85.26'
66.34'5.00'
20.00'
10.00'
EQUIPMENT PAD. FINAL
SIZE AND LOCATION
TO BE COORDINATED
WITH MEP DRAWINGS
PROPOSED
BUILDING
FFE = 924.00'
EXISTING TREE
TO REMAIN
PROPOSED EIGHT (8) NEW
TREES PER LANDSCAPING CODE
SECTION AND RESTRIPE PARKING
SPACES AS NECESSARY
POSSIBLE UNDERGROUND ELECTRIC
BETWEEN LIGHT POLES. CONTRACTOR TO
VERIFY PRIOR TO CONSTRUCTION AND
RELOCATE ELECTRIC LINE TO ACCOMMODATE
GRADING IN THIS AREA IF NECESSARY
EXISTING LIGHT POLE TO REMAIN.
CONTRACTOR TO PROTECT
DURING CONSTRUCTION
MATCH EXISTING
PAVEMENT SECTION
NEW CURB
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
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FOR AND ON BEHALF
OF WARE MALCOMB
SHEET
PA / PM:
JOB NO.:
DESIGNED:
RE
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DA
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NO
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Sheet of
DATE:
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1
CHI22-0107
J. GRZYWA
9
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
10/04/22
W:
\
C
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2
DW
E
B
S
T
E
R
1:
1
SI
T
E
P
L
A
N
C3.0
4
0
SCALE: 1" =
10 20 40
20'
WARE MALCOMB assumes no responsibility for utility locations.
The utilities shown on this drawing have been plotted from the
best available information. It is, however, the contractors
responsibility to field verify the location of all utilities prior
to the commencement of any construction.
SITE NOTES
1.CONTRACTOR TO FIELD-VERIFY EXISTING
CONDITIONS PRIOR TO CONSTRUCTION AND SHALL
NOTIFY ENGINEER OF ANY DISCREPANCIES.
ENGINEER WILL NOT BE LIABLE FOR ANY COSTS
ASSOCIATED WITH CHANGES TO THE DESIGN
WITHOUT PROPER NOTIFICATION.
2.SEE COVER SHEET FOR BENCHMARK, BASIS OF
BEARINGS, AND SURVEY INFORMATION.
3.DIMENSIONS ARE TO FLOWLINE/BOTTOM OF CURB
AND BUILDING FACE UNLESS OTHERWISE NOTED.
4.PAVEMENT THICKNESS AND DESIGN ARE PER THE
GEOTECHNICAL REPORT.
5.ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTED
WITH DETECTIBLE WARNING PADS IF REQUIRED BY
LOCAL CRITERIA.
6.CONTRACTOR SHALL REMOVE AND REPLACE CURB,
GUTTER, PAVING, LANDSCAPE, AND ANY OTHER
ITEMS DAMAGED DURING CONSTRUCTION.
LEGEND
EXISTING PROPOSED
BOUNDARY
EASEMENT
MAJOR CONTOUR
MINOR CONTOUR
CURB / GUTTER
STORM DRAIN
BURIED ELECTRIC
(5280)5280
(5278)5278
PAVING LEGEND
CONCRETE PAVING
SITE DATA TABLE
PROJECT ADDRESS 12001 HWY 55, PLYMOUTH, MN 55441
SECTION / TOWNSHIP / RANGE 35 / 118N / 22W
STORMWATER MANAGEMENT
PROPOSED ON-SITE STORMWATER CONVEYANCE
SYSTEM WITH OUTFALL TO EXISTING STORMWATER
INLETS AT EAST SIDE OF PROPERTY.
TOTAL PROJECT SITE AREA 0.86 AC
PROPOSED SITE IMPERVIOUS AREA 0.51 AC
PROPOSED BUILDING SF / # OF BUILDINGS 5,726 SF / ONE BUILDING
TYPE OF CONSTRUCTION TBD
FINISHED FLOOR ELEVATION 924.00 (NAVD88)
PROPOSED BUILDING HEIGHT 21'-0"
NUMBER OF FLOORS 1 STORY
MINIMUM SETBACKS N/A
PROPOSED BUILDING USE WAREHOUSE
LAND USE COMMERCIAL
CURRENT ZONING B-C (BUSINESS CAMPUS)
FOLIO NUMBER 3511822240005
FEMA PANEL NUMBER ZONE X - PANEL NO. 27053C0331F DATED 11/04/2016
UTILITY PROVIDERS
POTABLE WATER CITY OF PLYMOUTH
SANITARY SEWER CITY OF PLYMOUTH
FIRE PROTECTION CITY OF PLYMOUTH
POWER XCEL ENERGY
STORMWATER CITY OF PLYMOUTH
11
7
VICINITY MAP
SCALE: 1" = 200'
FORESTVIEW LN
SITE
F
O
R
E
S
T
V
I
E
W
L
N
FO
R
E
S
T
V
I
E
W
L
N
MINN
E
S
O
T
A
5
5
S
E
R
V
I
C
E
R
D
FORESTVIEW LN
17
4
925
924
925
9
2
1
9
2
2
9
2
3
923
923
9
2
4
924
924
92
1
9
2
1
9
2
2
9
2
3
(925)
(9
2
3
)
(924)
(926)
(926)
(926)
9
2
0
920
9
2
0
9
1
6
9
1
8
92
2
(
9
2
0
)
(
9
2
1
)
(922)(92
3
)
(
9
2
4
)
92
0
91
8
92
2
924
(9
2
5
)
(9
2
4
)
(9
2
6
)
(9
2
7
)
(9
2
8
)
(9
2
9
)
FORESTVIEW Ln N
PROPOSED
BUILDING
FFE = 924.00'
92
3
.
1
0
92
3
.
3
0
923.30
TC
:
9
2
4
.
4
0
FL:
9
2
3
.
9
0
924.00
92
2
.
0
1
920
.
5
6
925.24
92
5
.
0
5
921.93
922
.
0
0
92
5
.
7
5
92
4
.
0
0
923
.
7
5
±
(M
E
)
92
4
.
2
8
±
(M
E
)
92
3
.
7
8
±
(M
E
)
EX. INLETS
RIM: 920.40
CONTRACTOR TO REPLACE
EXISTING CURB INLET CASTINGS
WITH SLOTTED ROUND GRATES
924.00
924
.
0
0
TRANSITION FROM 6"
TO 0" TALL CURB IN 2'
(925)
(925)
(922)
(921)
(9
2
0
)
(921)
(923)(924)
(920)
(
9
1
6
)
(917)
(918)
(919)
(
9
2
1
)
925
924
924
926926
922922923
92
3
.
5
0
92
2
.
5
0
923
.
4
5
92
3
.
6
0
92
3
.
7
5
92
2
.
5
0
92
1
.
5
0
921922923
LIMITS OF
DISTURBANCE
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
TH
E
S
E
D
R
A
W
I
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S
A
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D
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P
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.
FOR AND ON BEHALF
OF WARE MALCOMB
SHEET
PA / PM:
JOB NO.:
DESIGNED:
RE
M
A
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K
S
DA
T
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NO
.
Sheet of
DATE:
C
I
V
I
L
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N
G
I
N
E
E
R
I
N
G
PLOT DATE:
su
i
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4
1
0
13
1
5
2
2
n
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1
CHI22-0107
J. GRZYWA
9
1
11
.
1
4
.
2
0
2
2
PE
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C
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C
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NO
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I
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11/14/22
W:
\
C
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\
2
2
\
0
1
0
7
\
0
0
\
C
i
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\
C
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\
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2
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0
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2
2
JG
R
Z
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W
A
1:
1
GR
A
D
I
N
G
P
L
A
N
C4.0
5
0
SCALE: 1" =
10 20 40
20'
WARE MALCOMB assumes no responsibility for utility locations.
The utilities shown on this drawing have been plotted from the
best available information. It is, however, the contractors
responsibility to field verify the location of all utilities prior
to the commencement of any construction.
GRADING NOTES
1.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
DISCREPANCIES WITH THE ELEVATIONS SHOWN ON
THE PLANS. ENGINEER WILL NOT BE LIABLE FOR
ANY COSTS ASSOCIATED WITH CHANGES TO THE
DESIGN WITHOUT PROPER NOTIFICATION.
2.SEE COVER SHEET FOR BENCHMARK, BASIS OF
BEARINGS, AND SURVEY INFORMATION.
3.ELEVATIONS ARE PER THE SURVEY DATUM, NOT PER
ARCHITECTURAL FLOOR ELEVATIONS.
4.ELEVATIONS ARE AT FINISHED SURFACE UNLESS
OTHERWISE NOTED.
5.CURB ELEVATIONS ARE AT FLOWLINE/BOTTOM OF
CURB UNLESS OTHERWISE NOTED.
6.EXISTING UTILITY STRUCTURES TO BE ADJUSTED AS
NECESSARY FOR PROPOSED GRADING.
7.REFER TO THE GEOTECH REPORT FOR
GROUNDWATER ELEVATIONS.
LEGEND
EXISTING PROPOSED
BOUNDARY
EASEMENT
MAJOR CONTOUR
MINOR CONTOUR
CURB / GUTTER
STORM DRAIN
BURIED ELECTRIC
(5280)5280
(5278)5278
GRADING LEGEND
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED SLOPE / GRADE
EXISTING SLOPE / GRADE
HP HIGH POINT
LP LOW POINT
GB GRADE BREAK
FFE FINISHED FLOOR ELEVATION
TFI TOP FACE OF INLET
TBC TOP BACK OF CURB
ME MATCH EXISTING
5280.00
(5280.0)
2.00%
IMPERVIOUS AREA SUMMARY
TOTAL DISTURBED AREA: 29,636 SF
EXISTING IMPERVIOUS AREA:18,880 SF
EXISTING PERVIOUS AREA: 10,756 SF
PROPOSED IMPERVIOUS AREA: 18,347 SF
PROPOSED PERVIOUS AREA: 11,289 SF
PROPOSED DEVELOPMENT WILL REDUCE THE
IMPERVIOUS COVERAGE BY 533 SF FROM THE EXISTING
CONDITION
1
1
11
8
17
5
IP
CWA
PS
SF
LOC
LOC
LOC
LOC
STRAW
BALE (TYP)
PROPOSED
BUILDING
FFE = 924.00'
SF
SF
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
TH
E
S
E
D
R
A
W
I
N
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A
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M
E
N
T
O
F
A
N
Y
W
O
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K
.
FOR AND ON BEHALF
OF WARE MALCOMB
SHEET
PA / PM:
JOB NO.:
DESIGNED:
RE
M
A
R
K
S
DA
T
E
NO
.
Sheet of
DATE:
C
I
V
I
L
E
N
G
I
N
E
E
R
I
N
G
PLOT DATE:
su
i
t
e
4
1
0
13
1
5
2
2
n
d
s
t
r
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t
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6
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5
2
3
p
6
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1
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5
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S
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A
5
5
4
4
1
CHI22-0107
J. GRZYWA
9
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
10/04/22
W:
\
C
H
I
\
2
2
\
0
1
0
7
\
0
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C
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5
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10
/
0
4
/
2
0
2
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DW
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B
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1:
1
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
C5.0
6
0
SCALE: 1" =
10 20 40
20'
WARE MALCOMB assumes no responsibility for utility locations.
The utilities shown on this drawing have been plotted from the
best available information. It is, however, the contractors
responsibility to field verify the location of all utilities prior
to the commencement of any construction.
EROSION CONTROL NOTES
1.CONTRACTOR TO INSPECT AND MAINTAIN EROSION
CONTROL MEASURES THROUGHOUT THE COURSE
OF CONSTRUCTION, INCLUDING INSTALLING,
REPAIRING, REPLACING, RELOCATING, AND
MODIFYING AS NECESSARY FOR CONSTRUCTION
AND TO ENSURE THE SITE IS IN COMPLIANCE WITH
STATE AND LOCAL REQUIREMENTS.
2.ADDITIONAL EROSION CONTROL MEASURES NOT
SHOWN ON THIS PLAN MAY BE NECESSARY TO
PREVENT EROSION AND SEDIMENTATION.
3.AREAS THAT ARE TO REMAIN IN A DISTURBED
CONDITION FOR AN EXTENDED PERIOD SHALL BE
TEMPORARILY SEEDED IN ACCORDANCE WITH STATE
AND LOCAL CRITERIA.
4.REFER TO THE APPROVED LANDSCAPE PLAN FOR
FINAL STABILIZATION INFORMATION. AREAS NOT
STABILIZED BY PAVEMENT, BUILDING FOOTPRINT,
PERMANENT LANDSCAPING, OR OTHER PERMANENT
STABILIZATION SHALL BE PERMANENTLY SEEDED
PER STATE AND LOCAL REQUIREMENTS.
EROSION CONTROL BMP LEGEND
LIMITS OF
CONSTRUCTION
CONSTRUCTION FENCE
CONCRETE WASHOUT
AREA
EROSION CONTROL
BLANKET
INLET PROTECTION
MULCHING &
TEMPORARY SEEDING
PERMANENT SEEDING /
LANDSCAPE (PER
LANDSCAPE PLAN)
ROCK/CURB SOCK
SILT FENCE
STOCKPILE
MANAGEMENT
STABILIZED STAGING
AREA
VEHICLE TRACKING
CONTROL
LOC
CF
CWA
ECB
IP
TS
MU
PS
RS
SF
SP
SSA
VTC
11
9
17
6
W
CLEANOUT
RIM: 924.00
INV IN (W): 918.43 (6" PVC)
INV OUT (NE): 918.33 (6" PVC)
CONNECT TO EXISTING
MANHOLE WITH CORE AND
BOOT CONFORMING TO
ASTM C-923.
EX. SAN. MH
RIM: VERIFY IN FIELD
PROP. INV IN (S): 916.95 (6" PVC).
CONNECT TO EX. MANHOLE
WITH NEW EXTERNAL DROP.
EX. INV: 909.30 CONTRACTOR TO
VERIFY IN FIELD
138
L
F
~
6
"
P
V
C
@
1
.
0
0
%
7 LF~6" PVC @ 1.00%
INV AT BLDG: 918.50
SEE PLUMBING PLANS
FOR CONTINUATION
6" 11.25° BEND
6" 90° BEND
67 LF~6" DIP
119 LF~6"
D
I
P
15 LF~6" DIP
SEE PLUMBING PLANS
FOR CONTINUATION
PROPOSED
BUILDING
FFE = 924.00'
PRESSURE CONNECTION TO
EXISTING 8" WATER MAIN IN
VALVE VAULT
FORESTVIEW Ln N
EX. CURB INLET TO BE
REPLACED WITH SLOTTED
ROUND GRATE.
RIM: 920.40
INV OUT (N): 917.20 (15" RCP)
EX. CURB INLET TO BE
REPLACED WITH SLOTTED
ROUND GRATE.
RIM: 920.40
INV IN (S): 917.10 (15" RCP)
INV OUT (E): 917.00 (15" RCP)
POSSIBLE UNDERGROUND ELECTRIC
BETWEEN LIGHT POLES. CONTRACTOR TO
VERIFY PRIOR TO CONSTRUCTION AND
RELOCATE ELECTRIC LINE TO ACCOMMODATE
GRADING IN THIS AREA IF NECESSARY
SAWCUT AND REMOVE
EXISTING ASPHALT FOR
WATER SERVICE TRENCH
SAWCUT AND REMOVE EXISTING
ASPHALT AND CURB FOR SANITARY
SEWER SERVICE TRENCH
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
TH
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FOR AND ON BEHALF
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JOB NO.:
DESIGNED:
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.
Sheet of
DATE:
C
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CHI22-0107
J. GRZYWA
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NO
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UT
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P
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A
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C6.0
7
0
SCALE: 1" =
10 20 40
20'
WARE MALCOMB assumes no responsibility for utility locations.
The utilities shown on this drawing have been plotted from the
best available information. It is, however, the contractors
responsibility to field verify the location of all utilities prior
to the commencement of any construction.
UTILITY NOTES
1.CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL
EXISTING UTILITIES WHERE NEW GRADING OR
UTILITY WORK WILL OCCUR AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES OR CONFLICTS.
ENGINEER WILL NOT BE LIABLE FOR ANY COSTS
ASSOCIATED WITH CHANGES TO THE DESIGN
WITHOUT PROPER NOTIFICATION.
2.SEE COVER SHEET FOR BENCHMARK, BASIS OF
BEARINGS, AND SURVEY INFORMATION.
3.PROPOSED DRY UTILITIES ARE SHOWN FOR
REFERENCE ONLY. REFER TO PLANS BY UTILITY
PROVIDERS AND/OR MEP.
4.EXISTING UTILITY STRUCTURES TO BE ADJUSTED AS
NECESSARY FOR PROPOSED GRADING.
5.REFER TO THE GEOTECH REPORT FOR
GROUNDWATER ELEVATIONS.
6.MANHOLES ARE CONTROLLED AT CENTER OF
MANHOLE.
7.ALL RCP TO BE CLASS III OR APPROVED EQUIVALENT
UNLESS OTHERWISE NOTED.
8.All SANITARY PVC TO BE SCH 40 UNLESS OTHERWISE
NOTED OR REQUIRED BY THE JURISDICTION.
9.ALL WATER MAINS TO BE CL 52 DIP UNLESS
OTHERWISE NOTED OR REQUIRED BY THE
JURISDICTION.
LEGEND
EXISTING PROPOSED
BOUNDARY
EASEMENT
CENTERLINE
CURB / GUTTER
BUILDING
N/A SAWCUT
STORM DRAIN
SANITARY
WATERLINE
IRRIGATION
OVERHEAD UTILITY
CABLE TV
BURIED ELECTRIC
FIBER OPTIC
NATURAL GAS
TELEPHONE
UNKNOWN UTILITY N/A
12
0
17
7
CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
TH
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FOR AND ON BEHALF
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JOB NO.:
DESIGNED:
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Sheet of
DATE:
C
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CHI22-0107
J. GRZYWA
9
NO
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10/04/22
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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT
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FOR AND ON BEHALF
OF WARE MALCOMB
SHEET
PA / PM:
JOB NO.:
DESIGNED:
RE
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DA
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NO
.
Sheet of
DATE:
C
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PLOT DATE:
su
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1
CHI22-0107
J. GRZYWA
9
NO
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I
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10/04/22
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1:
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DE
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A
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C7.1
9
T
9"9"
T/
2
TYPICAL CONCRETE PAVEMENT JOINTS
SCALE: N.T.S.
NOTE:
1.JOINT CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH IDOT STANDARD
SPECIFICATIONS ARTICLE 420.05, 420.12, 1006.10, 1006.11, 1050.01, 1050.02 AND 1053.01.
JOINT SEALANT
1/4" RADIUS
3/4" JOINT FILLER
ST
R
U
C
T
U
R
E
3/
4
"
1.
2
T
JOINT AT STRUCTURES
3/4"
3'-0" MIN
T
CONSTRUCTION JOINTS
1/4" RADIUS
JOINT SEALANT
T/
2
T/
2
T
DEFORMED NO 5x30"
TIE BARS @ 30" OC
1"SLOPE 1:4
3/4"
3/
4
"
DO NOT PLACE TYP
REINF. ACROSS
JOINT
3/
4
"
3" CLEAR
1/4" RADIUS
JOINT SEALANT
3/4"
1.
2
T
PREFORMED NON-EXTRUDED
FILLER PER ASTM D-1751
3/4" x 18" DIA. SMOOTH
DOWELS @ 16" OC. GREASE
ONE END TO PREVENT
CONCRETE BOND
EXPANSION CAP
EXPANSION JOINT
T
3'-0" MIN
3/4"
1/8" x 1/4" D. MIN.
*SAWCUT SAME DAY CONCRETE
IS POURED AND AS SOON AS
CONCRETE CAN BE CUT WET
*DO NOT WAIT TO CUT
CONCRETE THE FOLLOWING
DAY
*SEAL ALL JOINTS WITH
SEMIRIGID EPOXY JOINT FILLER
NO. 5x18" TIE BARS
@ 12" OC
JOINT SEALANT
CUT ALTERNATE
BARS PASSING
THROUGH JOINT
CONTRACTION JOINTS
HEAVY DUTY CONCRETE SECTION
SCALE: N.T.S.
NOTES:
1.REFERENCE MnDOT STANDARD SPECIFICATIONS (LATEST
EDITION) SECTION 3138 FOR AGGREGATE BASE COURSE.
2.THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS
THAN 95% OF THE STANDARD LABORATORY DENSITY PER
SECTION 301.
P.C. CONCRETE
WITH 6"x6" NO. 10
WELDED WIRE MESH
STONE BASE COURSE,
MnDOT GRADATION CA6
COMPACTED
SUBGRADE
8"
6"
2"
12
2
17
9
13
1
5
2
2
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JOB NO.:
DRAWN BY.:
PA/PM:
SHEET
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CAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
20
2
2
-10
-12
C
D
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C:
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2
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2
2
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:
4
2
:
5
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A
M
B.R. WEBSTER
V. Z.
CHI22-0107-00
BU
I
L
D
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N
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I
S
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G030
HO
N
E
Y
W
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L
L
PR
O
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C
T
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A
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12
0
0
1
H
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H
W
A
Y
5
5
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PL
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M
O
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T
H
,
M
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S
O
T
A
5
5
4
4
1
DATE
REMARKS
2022-10-12
75% CD SET
12
3
18
0
VISION GLASS
TEMPERED GLASS
REFER TO ENVELOPE ASSEMBLY NOTES ON SHEET A0.1a FOR GLASS
SPECIFICATIONS.
GLASS:
A
B
C
WALL PANELS, GUTTERS, DOWNSPOUT, CORNER TRIM, BASE
TRIM, GLAZING TRIM, DOOR TRIM, MAN DOORS: GC TO SELECT
COLOR: T.B.D.
ROOF: GC TO SELECT COLOR: T.B.D.
EXTERIOR COLORS:
FACE BRICK VENEER, COLOR: T.B.D.
PER-ENGINEERED METAL SIDING PANELS. REFER TO PEMB
MANUFACTURER
MATERIALS:
F.F.E.
0"
123451.1
T.O.EAVE
21'-0"
3
A310
TOW
12'-0"
4.1
301
303
TYP.
402
TYP.
405
302
401
404 C
AB
TYP.
203
METAL PANEL AREA: 722 SQ. FT. - 42%
BRICK VENEER AREA
(TO EXTERIOR EDGE): 984 SQ. FT. - 58%
TOTAL WALL AREA: 1,694 SQ. FT. - 100%
F.F.E.
0"
1 2 3 4 51.1
T.O.EAVE
21'-0"
TOW
12'-0"
4.17
A310
TYP.
405
TYP.
402
301
302
303
TYP.
203
401
404C
AB
METAL PANEL AREA: 722 SQ. FT. - 42%
BRICK VENEER AREA
(TO EXTERIOR EDGE): 984 SQ. FT. - 58%
TOTAL WALL AREA: 1,694 SQ. FT. - 100%
F.F.E.
0"
A ECBDA.1 D.9
T.O.EAVE
21'-0"
4
A310
6
A310
TOW
12'-0"
5
A310
12
2
TYP.
402
303
TYP.
203
401
C
A
26'-11"T/ ROOF
405404
METAL PANEL AREA: 848 SQ. FT. - 49%
BRICK VENEER AREA
(TO EXTERIOR EDGE): 864 SQ. FT. - 51%
TOTAL WALL AREA: 1,700 SQ. FT. - 100%
F.F.E.
0"
AECBDA.1D.9
T.O.EAVE
21'-0"
TOW
12'-0"
METAL PANEL AREA: 848 SQ. FT. - 49%
BRICK VENEER AREA
(TO EXTERIOR EDGE): 864 SQ. FT. - 51%
TOTAL WALL AREA: 1,700 SQ. FT. - 100%
0 2'4'8'12'
3/16"=1'-0"
24'
KEYNOTES:
13
1
5
2
2
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JOB NO.:
DRAWN BY.:
PA/PM:
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A
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W
O
R
K
CAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
20
2
2
-10
-12
C
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A
M
B.R. WEBSTER
V. Z.
CHI22-0107-00
EX
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C
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A211
HO
N
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12
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1
203 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY YELLOW.
301 PRE-ENGINEERED STANDING SEAM METAL ROOF. GC TO VERIFY COLOR
WITH OWNER.
302 PRE-FINISHED METAL ROOF GUTTER, GC TO VERIFY COLOR WITH OWNER.
303 PRE-FINISHED METAL ROOF FASCIA, GC TO VERIFY COLOR WITH OWNER.
401 PRE-FINISHED METAL PANEL OVER METAL GIRT FRAMING.
402 PRE-FINISHED METAL DOWNSPOUT, GC TO VERIFY COLOR WITH OWNER.
404 FINISH GRADE VARIES. REFER TO CIVIL.
405 EXTERIOR GLAZING TO BE PROVIDED BY PEMB MANUFACTURER.
LEGENDS
SEE SHEET A010 & A011 FOR GENERAL NOTES
KEY PLAN
N
A A
1
1
E E
3
3
5
5
C C
1
A210
3
A210
2
A210
4
A210
NOT TO SCALE
DATE
REMARKS
2022-10-12
75% CD SET
SCALE: 3/16" = 1'-0"1NORTH EXTERIOR ELEVATION
SCALE: 3/16" = 1'-0"2SOUTH EXTERIOR ELEVATION
SCALE: 3/16" = 1'-0"4WEST EXTERIOR ELEVATION
SCALE: 3/16" = 1'-0"3EAST EXTERIOR ELEVATION
12
4
18
1
F.F.E.
0"
A E
12
2
CB DA.1 D.9
T.O.EAVE
21'-0"
403 406 406
TYP.
402
303
TYP.
203
4
A5.0
5
A5.0
TOW
10'-8"
401
C
A
26'-11"T/ ROOF
F.F.E.
0"
123451.1
T.O.EAVE
21'-0"
301
303
TYP.
402
TYP.
405403
302
TYP.
203
3
A5.0
TOW
10'-8"
401
404
C
AB
TYP.
203
4.1
F.F.E.
0"
1 2 3 4 51.1
T.O.EAVE
21'-0"
TYP.
405
TYP.
402
301
302
303
TYP.
203
TOW
10'-8"
401
404
4.1
C
AB
F.F.E.
0"
AECBDA.1D.9
T.O.EAVE
21'-0"
12
2
404
TOW
10'-8"
TYP.
203
TYP.
402
401
C
A
303
26'-11"T/ ROOF
VISION GLASS
TEMPERED GLASS
REFER TO ENVELOPE ASSEMBLY NOTES ON SHEET A0.1a FOR GLASS
SPECIFICATIONS.
GLASS:
A
B
C
WALL PANELS, GUTTERS, DOWNSPOUT, CORNER TRIM, BASE
TRIM, GLAZING TRIM, DOOR TRIM, MAN DOORS: GC TO SELECT
COLOR: T.B.D.
ROOF: GC TO SELECT COLOR: T.B.D.
EXTERIOR COLORS:
FACE BRICK VENEER, COLOR: T.B.D.
PER-ENGINEERED METAL SIDING PANELS. REFER TO PEMB
MANUFACTURER
MATERIALS:
0 2'4' 8' 12'
3/16"=1'-0"
24'
KEYNOTES:
SCALE: 3/16" = 1'-0"4WEST EXTERIOR ELEVATION
SCALE: 3/16" = 1'-0"1NORTH EXTERIOR ELEVATION
SCALE: 3/16" = 1'-0"2SOUTH EXTERIOR ELEVATION
13
1
5
2
2
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JOB NO.:
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A
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W
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CAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
20
2
2
-09
-08
S
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P
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B.R. WEBSTER
V. Z.
CHI22-0107-00
EX
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A4.1
HO
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203 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY YELLOW.
301 PRE-ENGINEERED STANDING SEAM METAL ROOF. GC TO VERIFY COLOR
WITH OWNER.
302 PRE-FINISHED METAL ROOF GUTTER, GC TO VERIFY COLOR WITH OWNER.
303 PRE-FINISHED METAL ROOF FASCIA, GC TO VERIFY COLOR WITH OWNER.
401 PRE-FINISHED METAL PANEL OVER METAL GIRT FRAMING.
402 PRE-FINISHED METAL DOWNSPOUT, GC TO VERIFY COLOR WITH OWNER.
403 ALUMINUM STOREFRONT SYSTEM. REFER TO PEMB MANUFACTURER'S
SPECIFICATIONS.
404 FINISH GRADE VARIES. REFER TO CIVIL.
405 EXTERIOR GLAZING TO BE PROVIDED BY PEMB MANUFACTURER.
406 EXTERIOR SECTIONAL DOOR WITH SINGLE VISION PANEL.
LEGENDS
SCALE: 3/16" = 1'-0"3EAST EXTERIOR ELEVATION
SEE SHEET A0.2 & A0.2a FOR GENERAL NOTES
DATE
REMARKS
12
5
18
2
R
A A
1
1
E E
2
2
3
3
4
4
5
5
1
A5.0
1
A5.0
2
A5.0
2
A5.0
C C
23
'
-
8
"
11
'
-
1
0
"
11
'
-
1
0
"
23
'
-
8
"
B B
D D
1.1
1.1
A.1A.1
D.9 D.9
1'-4"
SPRINKLER
ROOM
104
BREAK ROOM
103OFFICE AREA
101
CONTAINER
AREA
107
TYP.
203
201201
VESTIBULE
100
4'
-
1
0
"
3"
A6.1
1
UNISEX
RESTROOM
106
UNISEX
RESTROOM
105
W100
W101
W200
W201
CONFERENCE
ROOM
102
1'
-
4
"
3'
-
7
"
4'
-
0
"
8'
-
3
"
4'
-
8
"
10
'
-
0
"
5'
-
6
"
1'
-
4
"
(O
U
T
-
T
O
-
O
U
T
O
F
S
T
E
E
L
)
71
'
-
0
"
23
'
-
8
"
11
'
-
1
0
"
11
'
-
1
0
"
23
'
-
8
"
1'
-
4
"
1'
-
4
"
9'-10"4'-0"11'-3"4'-0"16'-2 1/2"4'-0"28'-4"
1'-4"1'-9"4'-0"6'-1"4'-0"6'-1"4'-0"6'-1"4'-0"9'-6"4'-0"11'-6"4'-0"6'-2"7'-2 1/2"1'-4"
7"3"
20'-3"20'-3"20'-3"20'-3"
OUT-TO-OUT OF STEEL
81'-0"
8'
-
8
"
13
'
-
8
"
10
'
-
0
"
LASER CURTAIN
108
F.
O
.
S
.
A6.1
2
A6.1
3
A6.1
4
4
A4.1
1
A4.1
3
A4.1
2
A4.1
2"4'-11"
F.O.S.
F.O.S.
F.
O
.
S
.
F.
O
.
S
.
F.O.S.
F.O.S.
F.
O
.
S
.
A8.1
9
204
4.1
4.1
W102
PRE-FINISHED METAL SIDING OVER PEMB METAL GIRT FRAMING
(REFER TO MANUFACTURER'S DETAILS)
PARTITION TO 6" ABOVE CEILING
FULL HEIGHT NON-RATED PARTITION TO STRUCTURE
MODULAR SIZE FACE BRICK
N
WALL LEGEND KEYNOTES:
SCALE: 3/16" = 1'-0"1FLOOR PLAN
13
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JOB NO.:
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A
N
D
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A
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M
E
N
C
E
M
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N
T
O
F
A
N
Y
W
O
RK
CAUTION:IF THIS SHEET IS NOT 30"x42" IT IS A REDUCED PRINT
20
2
2
-09
-08
S
D
S
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T
Au
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o
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s
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D
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:
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201 CONCRETE SLAB. PROVIDE VAPOR RETARDER OVER SAND BASE AT OFFICE
AREA PER SOILS REPORT, PROVIDE SEALER FOR CONCRETE FLOOR AREA
IN CONTAINER AREA.
203 STEEL BOLLARD, CONCRETE-FILLED PAINTED SAFETY YELLOW.
204 TEMPERED GLASS FIXED WINDOW IN FRAME TO MATCH DOOR FRAMES. SEE
ELEVATION FOR HEIGHT INFORMATION.
SEE SHEET A0.2 & A0.2a FOR GENERAL NOTES
0 2'4' 8' 12'
3/16"=1'-0"
24'
DATE
REMARKS
12
6
18
3
CITY OF PLYMOUTH
RESOLUTION NO. 2023-053
RESOLUTION APPROVING A SITE PLAN AMENDMENT AND CONDITIONAL USE PERMIT FOR
HONEYWELL INTERNATIONAL, INC.FOR PROPERTY LOCATED AT 12001 HIGHWAY 55
(2022081)
WHEREAS, Honeywell International, Inc., has requested approval of a site plan amendment and
conditional use permit to allow construction of a freestanding, 5,751 square-foot laboratory building,
and associated improvements for the property presently legally described as follows:
That part of the Southwest Quarter of the Northwest Quarter of Section 35, Township 118 North,
Range 22 West, Hennepin County, Minnesota, lying westerly of GLEANLOCH, according to the
recorded plat thereof.
The Southeast Quarter of the Northwest Quarter of Section 35, Township 118 North, Range 22
West, Hennepin County, Minnesota,
EXCEPT that part of the southerly 60.00 feet thereof lying easterly of the following described line:
Commencing at the southeast corner of the Southwest Quarter of the Northeast Quarter of said
Section 35; thence on an assumed bearing of North 89 degrees 20 minutes 05 seconds west, along
the east-west quarter line of said section 35, a distance of 1313.34 feet to the point of beginning of
said line to described; thence north 0 degrees 10 minutes 06 seconds east to the southerly line of
said southerly 60.00 feet and there terminating.
That part of the Southwest Quarter of the Northeast Quarter of said section 35, Township 118
North, Range 22 West, Hennepin County, Minnesota lying southerly the right-of-way of old county
Road No. 6, lying northerly of the southerly 60.00 thereof and lying westerly of the following
described line:
Commencing at the southeast corner of the southwest quarter of the northeast quarter of said
section 35; thence on an assumed breaking of North 89 degrees 20 minutes 05 seconds west, along
the east-west quarter line of said section 35, a distance of 1959.64 feet; thence North 0 degrees 05
minutes 53 seconds east a distance of 998.00 feet; thence South 89 degrees 20 minutes 05 seconds
east a distance of 1120.23 feet; thence north 0 degrees 10 minutes 06 seconds East to the southerly
right-of-way line of said County Road No. 6 and the point of beginning of the line to be described;
thence south 0 degrees 10 minutes 06 seconds west to the southerly line of said southwest quarter
of the northeast quarter and there terminating.
That part of the Northwest Quarter of the Northeast Quarter of Section 35 Township 118 North,
Range 22 West, Hennepin County, Minnesota lying southerly of the right-of-way of old County Road
No. 6.
184
Resolution 2023-053
File 2022081
Page 2
WHEREAS, the Planning Commission has reviewed said request at a duly called public hearing
and recommends approval.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA, that it should and hereby does approve the request by Honeywell International, Inc., for a
site plan amendment and conditional use permit to allow construction of a freestanding, 5,751 square-
foot laboratory building and associated improvements, subject to the following conditions:
1. A site plan amendment is approved to allow construction of a 5,751 square-foot freestanding
laboratory in the southeastern portion of the property and related site improvements, in
accordance with the plans received by the City on October 28, and 31, 2022, with additional
information on November 21 and 23, 2022, except as amended by this resolution.
2. A conditional use permit is approved to allow two buildings on one lot with the finding that the
proposal complies with all applicable conditional use permit standards.
3.A separate building permit is required prior to construction of the project.
4.Prior to issuance of the building permit,the applicant shall fulfill the requirements, submit the
required information, and revise the plans as indicated below, consistent with the applicable City
code, zoning ordinance, and engineering guidelines:
a. Execute a site improvement performance agreement and submit a financial guarantee pursuant
to section 21045.10 of the zoning ordinance.
b. Obtain any required right-of-way permits from the City of Plymouth engineering division for any
work in the Forestview Lane or 6th Avenue right-of-way.
c. Obtain any required permits from other agencies including, but not limited to Bassett Creek
watershed district, Metropolitan Council Environmental Services, Minnesota Pollution Control
Agency, Minnesota Department of Health, as well as the NPDES permit.
d. Obtain City approval of final construction plans.
e. Provide a landscaping plan showing compliance with section 21130.03 of the zoning ordinance
including size and species and the complement of trees shall not be less than 25 percent
deciduous and not less than 25 percent coniferous.
f.Revise the site plan to show the required number of accessible parking spaces and accessible
route (max slope 1:20), and any new parking space or drive aisle at least 10 feet from the
building.
g. Revise the plans to meet engineering requirements as follows:
1. Provide final engineering plans signed by a licensed engineer in the State of Minnesota in
accordance with City plan submittal requirements.
2. Ensure correct city project number (2022081) is provided on all pages.
h. Revise the plans to meet fire code requirements as follows:
1. Note that the entire building is protected with a NFPA 13 fire sprinkler system as required.
2. Submit fire flow calculations.
3. Fire panel to be placed in fire sprinkler riser room, fire panel must be key operated. One pull
station located at exit W101; one horn / strobe required outside of conference room 102.
185
Resolution 2023-053
File 2022081
Page 3
4. To prevent the need for a PIV or wall post, provide a door from the exterior into the fire
sprinkler room. Place door next to exit door W101.
5. Provide a recessed lock box to be placed next to the sprinkler room door, five feet off grade
on door handle side of door. Fire inspector to provide lock box application.
6. Provide a sidewalk from sprinkler riser room door to the west side of building and to the
parking lot on the north side of the building.
7. Fire department connection to be located on the north / west corner of the building facing
west. Provide no parking fire lane sign over the connection.
8. Provide a fire hydrant with 50 feet of the fire department connection.
5. Any trash enclosure shall either be: 1) designed to be internal to the building; or 2) located in the
side or rear yard andmeet of the same setback requirements and be constructed of materials as the
primary buildings.
6. Basset Creek Watershed review needed.
7. All rooftop and mechanical equipment shall be screened as required by section 21130.05 of the
zoning ordinance.
8. Silt fence shall be installed prior to any grading or construction on the site.
9. Fire lane signage shall be provided in locations to be field identified by the fire inspector.
10. All new and repaired drive aisles and fire lanes shall be constructed to minimum standards and
approved by City Fire Inspector.
11. Standard Conditions:
a. The applicant shall remove any diseased or hazardous trees.
b. A separate administrative permit application review and approval is required prior to the
installation of any backup generator or exterior mechanical equipment associated with the
principal uses of the property. The site shall remain in conformance with section 2025 of the
City code regarding noise regulations.
c. The site shall remain in compliance with environmental rules and regulations regarding noise,
air quality, and water quality standards.
d. Compliance with the City’s exterior lighting regulations pursuant to section 21105 of the zoning
ordinance.
e. All signage shall require separate permits and shall be in conformance with the sign regulations
in section 21155 of the zoning ordinance.
f.Compliance with City’s landscaping regulations.
g. Any subsequent phases or expansions are subject to required reviews and approvals per
ordinance provisions.
12. The conditional use permit and site plan amendment shall expire one year after the date of
approval, unless the property owner or applicant has started the project, or unless the applicant,
with the consent of the property owner, has received prior approval from the City to extend the
186
Resolution 2023-053
File 2022081
Page 4
expiration date for up to one additional year, as regulated under sections 21015.07 and 21045.09
respectively, of the zoning ordinance.
APPROVED by the City Council this 14th day of February, 2023.
STATE OF MINNESOTA)
COUNTY OF HENNEPIN) SS.
The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota,
certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on
February 14, 2023, with the original thereof on file in my office, and the same is a correct transcription
thereof.
WITNESS my hand officially as such City Clerk and the Corporate seal of the City this _______ day of
___________________, _________.
___________________________________
City Clerk
187
Regular City
Council
February 14, 2023
Agenda
Number:6.12
To:Dave Callister, City Manager
Prepared by:Kirill Maloylo, Asset Management Project Coordinator
Reviewed by:Michael Thompson, Public Works Director
Item:Approve Waiver of Real Property Declaration Certification for
the Metropolitan Council Environmental Services (MCES) 2020
Municipal I/I Grant Program
1.Action Requested:
Adopt attached resolution approving Waiver of Real Property Declaration Certification for the
Metropolitan Council Environmental Services (MCES) 2020 Municipal I&I Grant Program.
2.Background:
On February 23, 2021, Council authorized participation in the Metropolitan Council Environmental
Services (MCES) 2020 Municipal Infiltration and Inflow (I/I) Grant Program. The grant was to provide
funding of 50% of capital costs for 2021 and 2022 projects that reduce or mitigate I/I in the sanitary
sewer system.
Plymouth has since completed sanitary sewer lining and manhole sealing projects eligible for
approximately $550,000 in funding reimbursement. It is anticipated that Plymouth will receive
approximately $274,000 later this year after required documentation is submitted and reviewed.
The grant program is administered by the MCES and funded by general obligation (GO) bonds from
the State. The attached certification is required when State GO bonds are used for capital public
improvement projects or the betterment of public property. Although unlikely, if in the future the
city would want to dispose of the right of way or easements in the project areas it would need
approval from the Commissioner of Minnesota Management and Budget.
3.Budget Impact:
Reimbursed funds will be applied to the Sanitary Sewer Fund. The final reimbursement amount will
be determined by MCES based on the capital costs submitted by all participating cities, but it is
anticipated the city will receive approximately $274,000.
4.Attachments:
Certification
City Council Resolution 2023-054
188
ATTACHMENT 1-A
Attachment I-A
State of Minnesota
General Obligation Bond Financed
CERTIFICATION
The undersigned hereby certifies as follows:
This Certification is being submitted pursuant to the Waiver of Real Property Declaration
granted by Minnesota Management and Budget to Metropolitan Council for Municipal Publicly -
Owned Infrastructure Inflow/Infiltration projects or the portions thereof which lie entirely within
public road, street and highway rights-of-way and utility easements.
The City of Plymouth certifies that the City has read and will comply with the terms and
conditions of the Waiver of Real Property Declaration, a copy of which i s attached to this
Certification and further, that the Governmental Program which is the subject of and described in
the Municipal Publicly-Owned Infrastructure Inflow/Infiltration Grant Agreement [No. ]
between the City of Plymouth and Metropolitan Council qualifies for the Waiver of Real Property
Declaration.
The undersigned owns fee title to property and/or permanent easement and/or other
easement which meets the requirements of this Agreement for wastewater collection purposes
and/or permit for pipe in City of Plymouth public right of way which meets the requirements of
this Agreement for wastewater collection purposes and a wastewater collection system within the
fee title, permanent easement, and/or the other easement and wastewater collection system being
located in Hennepin County, Minnesota. The fee title property, permanent easement and/or other
easement and the wastewater collection system therein is referred to as “Restricted Property” and
is described in Exhibit A attached hereto by legal description, narrative description or diagram.
As the owner of the Restricted Property, the undersigned hereby acknowledges the following
restrictions and encumbrances with respect to the Restricted Property:
A. The Restricted Property is State bond financed property within the meaning of Minn.
Stat. § 16A.695 that exists as of the effective date of the grant agreement identified in
paragraph B below, is subject to the encumbrance created and requirements imposed
by such statutory provision, and cannot be sold, mortgaged, encumbered or otherwise
disposed of without the approval of the Commissioner of Minnesota Management and
Budget, or its successor, which approval must be evidenced by a written statement
signed by said commissioner and attached to the deed, mortgage, encumbrance or
instrument used to sell or otherwise dispose of the Restricted Property; and
189
ATTACHMENT 1-A
B. The Restricted Property is subject to all of the terms, conditions, provisions, and
limitations contained in the G.O. Grant agreement between Metropolitan Council and
the City of Plymouth, dated , .
The Restricted Property shall remain subject to this State of Minnesota General Obligation Bond
Financed Declaration for as long as the G.O. Grant Agreement is in force and effect; at which time
it shall be released therefrom by way of a written release in recordable form signed by both the
Metropolitan Council and the Commissioner of Minnesota of Management and Budget, or their
successors, and such written release is recorded in the real estate records relating to the Restricted
Property. This Certification may not be terminated, amended, or in any way modified without the
specific written consent of the Commissioner of Minnesota of Management and Budget, or its
successor.
SIGNATURE BLOCK AND ACKNOWLEDGMENT
City of Plymouth
By:
Jeffry Wosje, Mayor
Dated:
By:
Dave Callister, City Manager
Dated:
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
On the day of , 2023, before me a notary
public within and for said County, personally appeared , named in the forgoing
instrument as the of the City of Plymouth and acknowledged said
instrument was signed on behalf of said City of Plymouth.
Notary Public
190
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THIS REPRESENTS A COMPILATION OF INFORMATION AND DATA FROM CITY, COUNTY, STATE AND OTHER SOURCES THAT HAS NOT BEEN FIELD VERIFIED. INFORMATION SHOULD BE FIELD VERIFIED AND COMPARED WITH ORIGINAL SOURCE DOCUMENTS.
2021 Sewer Lining Ü0 2,600 Feet
Project #SS219001
2021 Sanitary Sewer Lining Project Location Map
192
CITY OF PLYMOUTH
RESOLUTION NO. 2023-054
RESOLUTION APPROVING WAIVER OF REAL PROPERTY DECLARATION CERTIFICATION
FOR THE MCES 2020 MUNICIPAL I/I GRANT PROGRAM
WHEREAS, the Minnesota State Legislature has appropriated $5,000,000 in bonding bill funding
for municipalities to reduce inflow and infiltration in their public wastewater system infrastructure
through the 2020 Municipal I/I Grant Program administered by Metropolitan Council Environmental
Services (MCES); and
WHEREAS, MCES is offering a Preliminary Minimum Allocation of $50,000 for each eligible city
with provisions for distribution of remaining funds proportionally to submitted eligible project costs
until all $5,000,000 in available funding has been allocated; and
WHEREAS, the City has identified sanitary sewer projects that reduce inflow and infiltration in its
Capital Improvement Program that are eligible for funding under the MCES grant; and
WHEREAS, the Waiver of Real Property Declaration Certification is required for participation in
the MCES grant program.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA that the Waiver of Real Property Declaration Certification is approved.
APPROVED by the City Council on this 14 day of February, 2023.
193
Regular City
Council
February 14, 2023
Agenda
Number:6.13
To:Dave Callister, City Manager
Prepared by:Jodi Gallup, City Clerk/Administrative Coordinator
Reviewed by:Maria Solano, Deputy City Manager
Item:Approve National League of Cities (NLC) conference travel
request
1.Action Requested:
Approve council travel policy and evaluate request for Mayor and City Manager to attend the
National League of Cities (NLC) conference.
2.Background:
The National League of Cities (NLC) Congressional City Conference brings together more than 2,000
elected and appointed city leaders to focus on the federal policy issues that are important to local
governments. NLC is a bipartisan organization who advocates for cities in Washington, D.C. through
full-time lobbying and grassroots campaigns.
The conference will be held March 26-28 in Washington, DC, which provides a unique opportunity
for city leaders to share insights with members of Congress, the White House, and federal agency
representatives and advocate on behalf of NLC's federal action priorities, which can specifically
benefit potential Plymouth projects. The conference includes training sessions with similar
communities to gather tangible takeaways on infrastructure, public safety, community resilience,
and federal regulation to make our community stronger.
Per the City's attached Expense Reimbursement and Travel Policy (Section C, Subd. 4):
The mayor and council members must have travel events approved in advance by a vote of the City
Council at an open meeting including an estimated cost of the travel. In evaluating the request, the
City Council will consider whether:
a) S/he will receive training on issues relevant to the City or to his/her role as the mayor or as a
council member.
b) S/he will meet and network with other elected officials to exchange ideas on relevant topics or
the role of local elected officials.
c) S/he will tour a facility or function that is similar in nature or under consideration by Plymouth
where the purpose for the trip is to study the facility or function to bring back ideas for
consideration.
d) S/he was assigned by the City Council to visit another city for the purpose of establishing a
goodwill relationship such as a “sister-city” relationship.
e) S/he was assigned by the City Council to testify on behalf of the City before Congress or to meet
with federal officials on behalf of the City.
f) Sufficient, budgeted funding is available to pay for the trip.
194
3.Budget Impact:
The breakdown of conference costs:
- Conference registration: earlybird rate (end Feb. 17): $780; late registration rate: $1,060
- Hotel rates: $309-$335 per night (3 nights = approximately $1,000)
- Round trip airfare: $350-$500
- Meals (Per Diem) total: $276.50
The total cost associated with attending this conference is approximately $2,500 per person. The
expenses will be paid for using the council training budget with any overages being paid out of
contingencies.
4.Attachments:
Travel Policy
195
Expense Reimbursement and Travel 1 of 5 City Council Policy
A. Policy
The City of Plymouth supports the growth and development of employees for the
increased efficiency and effectiveness of the organization. This policy establishes
guidelines and procedures for the payment and reimbursement of travel and other
expenses incurred by employees and officials in the conduct of approved official City
business.
B. Applicability
This policy applies to all employees and City officials including temporary, regular full
and part-time employees, the mayor, council members, and members of City
commissions or committees.
C. Authorization
1) Employees must receive written supervisor approval for reimbursement of expenses.
2) Supervisors shall approve mileage reimbursement only to conduct official City
business due to lack of availability of a City vehicle, inappropriateness of staff
vehicles for the intended work objective, or a specific employment agreement
between the City and employee.
3) The mayor and council members receive monthly compensation as set forth in the
Plymouth City Code, which is intended to defray the cost of ordinary out-of-pocket
expenses (i.e. mileage, parking fees, meals, entertainment, etc.) incurred in the
performance of official City business. Unusual or one-time expense reimbursement
shall be considered on a case-by-case basis.
4) The mayor and council members must have travel events approved in advance by a
vote of the City Council at an open meeting including an estimated cost of the travel.
In evaluating the request, the City Council will consider whether:
a) S/he will receive training on issues relevant to the City or to his/her role as the
mayor or as a council member;
b) S/he will meet and network with other elected officials to exchange ideas on
relevant topics or the role of local elected officials.
c) S/he will tour a facility or function that is similar in nature or under
consideration by Plymouth where the purpose for the trip is to study the
facility or function to bring back ideas for consideration.
EXPENSE REIMBURSEMENT AND TRAVEL POLICY
196
Expense Reimbursement and Travel 2 of 5 City Council Policy
d) S/he was assigned by the City Council to visit another city for the purpose of
establishing a goodwill relationship such as a “sister-city” relationship.
e) S/he was assigned by the City Council to testify on behalf of the City before
Congress or to meet with federal officials on behalf of the City.
f) Sufficient, budgeted funding is available to pay for the trip.
5) City board and commission members serve on a purely voluntary basis. The City
does not reimburse any ordinary out-of-pocket expenses. Requests for
reimbursement of other than ordinary expenses shall be considered on a case-by-case
basis and requires City Manager approval.
6) For City Manager travel s/he shall provide a written memo to the City Council in
advance of the event, or as soon as possible in case of an emergency.
7) No reimbursements will be made for attendance at events sponsored by or affiliated
with political parties
D. Expense Reimbursement Procedure
1) All reimbursement requests shall be submitted within 30 days of the date incurred to
Finance for processing.
2) The City Manager may, under unique circumstances, approve reimbursement for
items submitted after the 30-day limit.
3) Expense reimbursements less than $25 may be submitted to petty cash for payment
with detailed documentation and appropriate approvals.
4) Expense reimbursements in excess of $25 will be paid by check, but separate from
payroll checks.
5) The City will reimburse mileage at the standard IRS rate per mile.
6) Motorcycles or similar vehicles do not qualify for mileage reimbursement.
7) Employees shall submit a completed reimbursement form to their supervisor for
written approval with detailed documentation i.e. mileage form, receipts etc.
8) Upon approval, supervisors submit the form to the Finance Division for payment.
E. Travel
1) Out of Area Travel
Defined as official travel outside the seven-county metropolitan area (Anoka, Dakota,
Hennepin, Ramsey, Scott, Washington and Wright) for an event/activity which may or may
not require overnight lodging.
The following are reimbursable expenses for official City business:
• Registration fees
• Transportation
• Lodging (single rate)
• Per Diem for meals
197
Expense Reimbursement and Travel 3 of 5 City Council Policy
• Business-related telephone calls
a) Transportation
i. Where possible, employees are to use City vehicles in the conduct of
City business.
ii. Costs shall generally be based on a comparison between the cost and
convenience of the lowest available air fare and travel by Personally
Owned Vehicle (POV) or City vehicle with associated meals, lodging,
parking and loss of work time costs. The City Manager must approve
any exception to this general rule.
iii. If a frequent flyer program is in effect, a separate program shall be
established by the employee or official to record mileage credits to the
City.
iv. Ground transportation, including buses, taxis, rental cars, and attendant
parking shall be reimbursed if receipts are provided. The most cost
effective and efficient mode of ground transportation shall be used.
v. Travel to and from the worksite (commuting) is not eligible for
reimbursement, including evenings and weekends.
vi. Travel may be reimbursable when an employee proceeds directly from
their residence to official City business away from their regular or
secondary worksite. Only the distance from their residence to the
alternative destination minus the distance of their typical commute to
their regular worksite is eligible.
b) Lodging
i. Accommodations shall be appropriate to the purpose of the trip.
ii. Rates for accommodations shall be comparable to those of other
facilities in the area.
iii. The hotel hosting a convention shall be deemed to be an appropriate
accommodation.
iv. The City will pay the single rate if the employee or official is
accompanied by a guest or family member.
c) Meals
i. Workshops, events or training in which meals are not included in the
registration or fee, and public purpose is met in accordance with the
Meal and Refreshment Policy, meal costs shall be reimbursed.
ii. Expenses for meals, including a maximum gratuity of 18% when
applicable, will be reimbursed with an itemized receipt in accordance
with the U.S. General Services Administration (GSA) Domestic Per
Diem rates (www.gsa.gov).
198
Expense Reimbursement and Travel 4 of 5 City Council Policy
iii. Per Diem meal expenses at the applicable daily rate does not require
receipts.
iv. Reimbursement for alcoholic beverages is prohibited.
v. If meals are provided at a conference/workshop and are included in the
registration/fees, an employee may not request per diem for that
specific meal.
vi. For travel days, you may only submit per Diem for the specific meals
during the timeframe you are considered traveling. For example, if
your flight arrives back home at 1:00 p.m., an employee may not
request per Diem for dinner on that day.
2) Metro Area Travel
Defined as official travel inside the seven-county metropolitan area for an
event/activity.
a) Transportation
i. Travel to and from the worksite (commuting) is not eligible for
reimbursement, including evenings and weekends.
ii. Travel may be reimbursable when an employee proceeds directly from
their residence to official City business away from their regular or
secondary worksite. Only the distance from their residence to the
alternative destination minus the distance of their typical commute to
their regular worksite is eligible.
b) Meals
i. City-required attendance at day-long training/workshops with morning
and afternoon sessions when no meal is provided between the two
sessions. Meals before or after the event are not reimbursable.
ii. Expenses for meals, including a maximum gratuity of 18% when
applicable, will be reimbursed with an itemized receipt in accordance
with the U.S. General Services Administration (GSA) Domestic Per
Diem rates (www.gsa.gov).
iii. Reimbursement for alcoholic beverages is prohibited.
iv. If meals are provided at a conference/workshop and are included in the
registration/fees, an employee may not request per diem for that
specific meal.
F. References
For further information, please reference the following information or consult your
supervisor or department director.
199
Expense Reimbursement and Travel 5 of 5 City Council Policy
Equipment and Vehicle Operation – Plymouth Safety Policy (Amended October 2006)
Fleet Operation, Maintenance and Replacement Policy
Resolution No. 2005-412, November 8, 2005 - Elected Official Out-of-State Travel
Policy
Resolution No. 2003-175, April 8, 2003 – Travel and Expense Policy
Supersedes: Res. No. 94–460 -- Aug. 1, 1994
Res. No. 94–401 -- July 18, 1994
Res. No. 96-649 -- Nov. 20, 1996
Res. No. 95-223 -- Apr. 4, 1995
Res. No. 94-399 -- July 18, 1994
Resolution No. 93-253, May 3, 1993 – Mileage Reimbursement Policy and Procedures
Resolution No. 83-199, April 11, 1983 – Policy Relating to Reimbursement of Ordinary
Expenses to City Council, Commission and Board Members.
Resolution No. 80-730 - Urging and Directing Members of Advisory Commissions to
Physically View and Inspect Properties and Sites Which are Subject of Commission
Deliberations.
Resolution No. 2011-080, March 8, 2011
200
Regular City
Council
February 14, 2023
Agenda
Number:7.1
To:Dave Callister, City Manager
Prepared by:Natalie Dorcy, Office Support Representative
Reviewed by:Jodi Gallup, City Clerk/Administrative Coordinator
Item:Public hearing on off-sale intoxicating liquor license application
of Haskell's, Inc. d/b/a Haskell's, 4130 Berkshire Lane North,
Plymouth
1.Action Requested:
Following public hearing, adopt attached resolution approving off-sale intoxicating liquor license
application of Haskell's, Inc. d/b/a Haskell's, 4130 Berkshire Lane North, Plymouth.
2.Background:
Haskell's Inc. has submitted an application to transfer the liquor license of Haskell's Plymouth, which
is currently owned by Hasco Holdings LLC, to Haskell's Inc. (corporate). Therefore, Haskell's Inc. will
be the new owner of the Plymouth location. At this time, the trade name will drop "Plymouth" and
be changed to Haskell's.
The Police Department has conducted the criminal background investigation and has found no
reason to deny the license. The required notification was provided to property owners within 500
feet of the site per City Code 1201.25.
3.Budget Impact:
Required investigation and license fees have been received.
4.Attachments:
Location Map
Property Owners within 500'
City Council Resolution 2023-055
201
He nn epin Co u n ty L oc ate & N o tify Map
0 200 400100 Feet
Da te : 1/2 4/20 23
Buffer Size:500Map Co mm e nts :
Th is d ata (i) is furn ish ed 'AS IS' with no represen ta tion as tocompleteness or accuracy; (ii) is fu rn ish ed with n o warra nty of anykind; an d (iii) is n ot suitable for le ga l, eng ineerin g or surve yingpurposes. Hennepin County shall not b e liab le for a ny da ma ge , in ju ryor loss resu lting from this dat a.
Fo r mo re inf ormation , co nta ct Hen ne pin Co un ty GI S Off ice300 6th S tree t So uth , Minn ea polis, MN 5 5487 / gis.in fo@h en ne pin.us
202
40 15-118-22 13 0011
TARGET CORPORATION
PROPERTY TAX DEPT T-0664
PO BOX 9456
MINNEAPOLIS MN 55440-9456
40 15-118-22 23 0013
ST PAUL FIRE & MARINE INS CO
C/O NORTHMARQ REAL ESTATE
3500 80TH ST W #200
BLOOMINGTON MN 55431
40 15-118-22 23 0014
ST PAUL FIRE & MARINE INS CO
C/O NORTHMARQ REAL ESTATE
3500 80TH ST W #200
BLOOMINGTON MN 55431
40 15-118-22 23 0028
D L SUNDIN & A M SCHNEIDER
14100 41ST AVE N
PLYMOUTH MN 55446
40 15-118-22 23 0029
LARS O H & INGRID R SVENSSON
4115 DALLAS LA N
PLYMOUTH MN 55446
40 15-118-22 23 0030
NICOLAS KPEDUA/MONICA KPEDUA
4125 DALLAS LA N
PLYMOUTH MN 55446
40 15-118-22 23 0053
MARY B RESTREPO
14105 41ST AVE N
PLYMOUTH MN 55446
40 15-118-22 23 0058
PATRICIA S DENNIS
RICHARD CHARLES DENNIS
4140 DALLAS LA N
PLYMOUTH MN 55446
40 15-118-22 23 0059
RICHARD W JOHNSON
KATHRYN SEPTON-JOHNSON
4130 DALLAS LA N
PLYMOUTH MN 55446
40 15-118-22 23 0060
R R SHIRK & R M SHIRK
4120 DALLAS LA N
PLYMOUTH MN 55446
40 15-118-22 23 0061
DOUGLAS KAUTZMAN TRUSTEE
BARBARA KAUTZMAN TRUSTEE
4110 DALLAS LA N
PLYMOUTH MN 55446
40 15-118-22 23 0062
PAUL & KRISTI ALBERTINI
4100 DALLAS LA N
PLYMOUTH MN 55446
40 15-118-22 24 0023
CRW PLYMOUTH LLC
10301 WOODCREST DR N W
COON RAPIDS MN 55433
40 15-118-22 24 0025
AWESOME PLYMOUTH LLC
7601 WAYZATA BLVD
ST LOUIS PARK MN 55426
40 15-118-22 24 0026
IRC PLYMOUTH COLLECTION LLC
814 COMMERCE DRIVE SUITE 300
OAK BROOK IL 60523
40 15-118-22 24 0027
ERICKSON OIL PRODUCTS INC
P O BOX 385
ALLENTOWN PA 18105
40 15-118-22 24 0028
IRC PLYMOUTH COLLECTION LLC
814 COMMERCE DRIVE SUITE 300
OAK BROOK IL 60523
40 15-118-22 31 0008
ST PAUL FIRE & MARINE INS CO
C/O NORTHMARQ REAL ESTATE
3500 80TH ST W #200
BLOOMINGTON MN 55431
40 15-118-22 31 0009
ROCKFORD ROAD II LLC
7101 W 78TH ST
MINNEAPOLIS MN 55439
40 15-118-22 32 0002
WAYNE LEROY DAVIS
14005 ROCKFORD RD
PLYMOUTH MN 55447
40 15-118-22 32 0021
MICHAEL PETERSON
13920 40TH AVE N
PLYMOUTH MN 55447
40 15-118-22 32 0022
JEFFREY & KARLA KELLEN
13910 40TH AVE N
PLYMOUTH MN 55447
40 15-118-22 32 0074
STONEHOUSE SQUARE ASSOC LLLP
C/O DIVERSIFIED EQUITIE CORP
333 WASHINGTON AVE N #419
MINNEAPOLIS MN 55401
203
CITY OF PLYMOUTH
RESOLUTION NO. 2023-055
RESOLUTION APPROVING OFF-SALE INTOXICATING LIQUOR
LICENSE APPLICATION OF HASKELL’S, INC.D/B/A
HASKELL’S, 4130 BERKSHIRE LANE NORTH
WHEREAS, Haskell’s, Inc. d/b/a Haskell’s, 4130 Berkshire Lane North, has submitted an
application for Off-Sale Intoxicating Liquor at this address; and
WHEREAS, the Police Department has conducted a background investigation and has found no
reason to deny the application.
NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH,
MINNESOTAthat the Off-Sale Intoxicating Liquor License application of Haskell’s, Inc. d/b/a Haskell’s,
4130 Berkshire Lane North, is approved for a license period that will expire January 31, 2024.
BE IT FURTHER RESOLVED that approval is contingent upon the City receiving all documentation
as required in the liquor license application.
APPROVED by the City Council on this 14th day of February, 2023.
204
Regular City
Council
February 14, 2023
Agenda
Number:8.1
To:Dave Callister, City Manager
Prepared by:Maria Solano, Deputy City Manager
Reviewed by:
Item:Approve Fire State Aid Allocation Agreement with the
Plymouth Fire Relief Association
1.Action Requested:
Adopt resolution authorizing a fire state aid allocation agreement between the City of Plymouth
and the Plymouth Fire Relief Association.
2.Background:
The City Council is asked to approve a two-year agreement with the Plymouth Fire Relief
Association (PFRA) in which twenty percent (20%) of the fire state aid will be retained by the City for
the City’s annual contribution to Police and Fire Public Employees Retirement Association (PERA)
eligible personnel. The remaining fire state aid will be transmitted to the relief association.
State Statute 477B.042, Allocation of Fire State Aid for Relief Associations, allows the City and the
Plymouth Fire Relief Association to develop an allocation agreement of fire state aid. In 2022, the
Plymouth Fire Relief Association agreed to a one-year allocation of $100,000 of state aid funds
towards the City's PERA obligations. For 2023 and 2024, twenty percent (20%), of the fire state aid
will be retained by the City and the remaining fire state aid will be transmitted to the relief
association. Allocating twenty percent (20%) to the City will allow for sharing of state funds towards
the City's PERA obligations while still meeting financial obligations to the relief members. It is the
intent of the relief association and staff to continue discussions and develop an agreement for
future years.
The Plymouth Fire Relief Association approved the agreement at their meeting on January 19, 2023.
If approved by the City Council, the agreement will be submitted and filed with the State Auditor by
the March 1st deadline.
3.Budget Impact:
Plymouth's Fire State Aid allocation for 2022 was $558,062.32. Per state statute, Fire State Aid
Allocation amounts for 2023 and 2024 will be calculated on or before October 1 of each year.
4.Attachments:
Agreement
City Council Resolution 2023-056
205
206
1
FIRE STATE AID ALLOCATION AGREEMENT
PLYMOUTH FIREFIGHTERS RELIEF ASSOCIATION
AND
THE CITY OF PLYMOUTH
This Fire State Aid Allocation Agreement (“Agreement”) is made and entered into by the
Plymouth Firefighters Relief Association, PO Box 47101, Plymouth, MN 55447 (the
“Association”) and the City of Plymouth, 3400 Plymouth Boulevard, Plymouth, MN 55447 (the
“City”) with an effective date as described below.
Recitals
WHEREAS, the City qualifies to receive state fire aid under Minnesota Statutes Chapter 477B
for retirement benefits of certain employed firefighters; and
WHEREAS, the Association is incorporated to receive and manage retirement benefits under
Minnesota Statutes Chapter 424A on behalf of current and former firefighters employed by the
City; and
WHEREAS, the City contributes to the Public Employees Retirement Association (PERA) under
Minnesota Statutes Chapter 353 for eligible Police and Fire personnel; and
WHEREAS, the City satisfies the requirements of Minnesota Statutes section 477B.042, subd.
2(a), for allocation of state fire aid pursuant to written agreement with the Association; and,
WHEREAS, the Association wishes to enter into an agreement with the City to effectuate such
allocation.
NOW, THEREFORE, intending to be bound by the mutual covenants contained herein, the
sufficiency of consideration is hereby considered satisfactory, the parties agree to the following
Agreement:
1.Allocation of State Fire Aid from City to Association. The fire state aid allocation to
be used for municipal contributions made to PERA on behalf of Police and Fire
eligible personnel for 2023 and 2024 shall be as follows:
a. For the years ending on December 31, 2023 and December 31, 2024, twenty
percent (20%) of the fire state aid will be retained by the City for the City’s annual
contribution to Police and Fire PERA eligible personnel, and the remaining fire
state aid will be transmitted to the relief association.
207
2
2.Term of Agreement. This Agreement will expire on December 31, 2024, unless
mutually extended by written consent of both the City and the Association.
3. Effective Date. This Agreement is effective as of the date of filing with the Office of
the State Auditor in accordance with Minnesota Statutes Section 477B.042, subd. 5.
4. Statutory Authority and Control. This Agreement is entered into and governed by
Minnesota Statutes Section 477B.042. Any relevant statutory requirements therein
apply to this Agreement and the parties expressly agree to comply with the same.
5. Amendments. This Agreement may be amended, modified, altered, or in any way
changed only by the mutual written consent of both the Association and the City.
6. Recitals. The above recitals are hereby incorporated in and made part of this
Agreement as if fully set forth herein.
7. Headings. The headings set forth in this Agreement are for convenience only and
shall not be deemed to control or affect the meaning or construction of any provision
herein.
8. Governing Law. This Agreement shall be controlled by the laws of the State of
Minnesota.
9. Counterparts. This Agreement may be executed in multiple counterparts, each of
which shall be considered an original.
10. Severability. To the extent permitted by law, the provisions of this Agreement are
severable. If any portion hereof is, for any reason, held by a court of competent
jurisdiction to be contrary to law, such decision shall not affect the remaining
provisions of this Agreement.
11. Entire Agreement. This Agreement supersedes all prior oral agreements and
negotiations between the parties relating to the subject matter hereof as well as any
previous written agreements or understandings between the parties relating to the
subject matter hereof.
IN WITNESS WHEREOF, the undersigned parties have entered into this Agreement as of the
date set forth above.
CITY OF PLYMOUTH
Date: By
Jeffry Wosje, Mayor
208
3
Date: And
Dave Callister, City Manager
PLYMOUTH FIREFIGTHERS RELIEF
ASSOCIATION
Date: By
President
209
CITY OF PLYMOUTH
RESOLUTION NO. 2023-056
RESOLUTION AUTHORIZING A FIRE STATE AID ALLOCATION AGREEMENT BETWEEN THE CITY OF
PLYMOUTH AND THE PLYMOUTH FIRE RELIEF ASSOCIATION
WHEREAS, State Statute 477B.042, Allocation of Fire State Aid For Relief Associations, was
passed May of 2020, allowing municipalities and their affiliated relief association to develop an
agreement that allocates fire state aid between the relief association and the public employees police
and fire retirement plan by entering into an aid allocation agreement; and
WHEREAS, the agreement must specify the percentage of the fire state aid, a dollar amount, or
a formula for determining the amount of fire state aid that will be transmitted to the relief association
annually, the period of time covered by the agreement and the date on which the agreement expires
and must be agreed upon by the municipality and the relief association and submitted to the state
auditor by March 1; and
WHEREAS, the agreement may be modified or terminated, provided that the modification or
termination is in writing and signed by the parties if the amount of fire state aid paid to a municipality or
independent nonprofit firefighting corporation by the commissioner changes by an amount greater than
50 percent of the prior year's amountor if the calculation for the supplemental state aid is changed in
any form.
NOW,THEREFORE,BEITHEREBYRESOLVEDBYTHECITYCOUNCILOFTHECITYOFPLYMOUTH,
MINNESOTAthat:
1. For the years ending on December 31, 2023 and December 31, 2024, twenty percent (20%)
of the fire state aid will be retained by the City for the City’s annual contribution to Police
and Fire PERA eligible personnel, and the remaining fire state aid will be transmitted to the
relief association.
2. This Agreement will expire on December 31, 2024, unless mutually extended by written
consent of both the City and the Fire Relief Association.
APPROVED by the City Council on this 14th day of February, 2023.
210
Regular City
Council
February 14, 2023
Agenda
Number:8.2
To:Dave Callister, City Manager
Prepared by:Shawn Drill, Senior Planner
Reviewed by:Maria Solano, Deputy City Manager
Item:Approve Preliminary and Final Plat, Site Plan, and Variances for
a "Suite Living" assisted living/memory care home in the west
portion of property located at 4325 Zachary Lane (Hampton
Companies, LLC -- 2022-080)
1.Action Requested:
Adopt attached resolution approving preliminary and final plat, site plan, and variances for a new
one-story, 32-unit "Suite Living" assisted living/memory care home in the west portion of the
Pilgrim United Methodist Church site, 4325 Zachary Lane, as recommended by the Planning
Commission.
Approval requires a 4/7 vote of the City Council.
2.Background:
On January 18, Planning Commission reviewed the proposal, conducted the public hearing, and
subsequently voted unanimously to recommend approval. In addition to the applicant and church
representative, one person spoke at the public hearing in support of the proposal. The Planning
Commission report and minutes are attached.
Notice of the Planning Commission's public hearing was published in the city's official newspaper
and mailed to all property owners within 750 feet of the site. Additionally, development signage
was placed on the site.
3.Budget Impact:
N/A
4.Planning Review Deadline: *
April 1, 2023
5.Attachments:
Planning Commission Report
Planning Commission Minutes
Location Map
211
Aerial Map
Hennepin County Locate & Notify Map
Functional Classification Map
Applicant's Narrative
Variance Standards
Site Graphics
City Council Resolution 2023-057
212
Regular
Planning
Commission
January 18, 2023
Agenda
Number:5.1
To:Planning Commission
Prepared by:Shawn Drill, Senior Planner
Reviewed by:Maria Solano, Deputy City Manager
File No:2022-080
1.Applicant:
Hampton Companies, LLC
2.Proposal:
Preliminary plat, site plan, and variances for a new one-story, 32-unit "Suite Living" assisted
living/memory care home in the west portion of the site.
3.Location:
Pilgrim United Methodist Church, 4325 Zachary Lane
4.Guiding:
P-I (public/semi-public/institutional)
5.Zoning:
P-I (public/institutional)
6.School District:
ISD 281 (Robbinsdale)
7.Review Deadline:
April 1, 2023
8.Brief Description:
See attached Planning Commission Report Information.
213
Planning Commission Report Information
Hampton Companies, LLC
(2022-080)
INTRODUCTION
The applicant is requesting the approvals needed to construct a new one-story, 32-unit “Suite
Living” assisted living / memory care home in the west portion of the Pilgrim United Methodist
Church site, 4325 Zachary Lane. The request includes:
1) a preliminary plat to subdivide the site into two lots – one for the existing church (which
would remain), and one for the proposed assisted living / memory care home;
2) a site plan for the physical changes related to the proposed assisted living / memory care
home; and
3) two variances for the proposed assisted living / memory care home – one to allow creation
of a lot that would contain 1.854 acres where 2 acres are specified, and one to allow creation
of a lot that would not have direct access to a public street (access would come through the
church site).
Notice of the Planning Commission’s public hearing was published in the city’s official newspaper
and mailed to all property owners within 750 feet of the site. A copy of the Hennepin County
Locate & Notify Map is attached. Development signage has also been posted on the site.
CONTEXT
Surrounding Land Uses
Adjacent Land Use Guiding Zoning
North Zachary Playfield P-I P-I
West Zachary Playfield P-I P-I
East (across
Zachary Lane)
Zachary Lane Elementary School
----
Two-family homes
P-I
----
LA-2
(living area 2)
P-I
----
RSF-4
(one- & two-family)
South (across
Rockford Road)
Public facilities
----
Single-family homes
P-I
----
LA-2
P-I
----
RSF-3
(single-family 3)
214
2022080
Page 2
Natural Characteristics of Site
The site is located in the Bassett Creek watershed district. It is not located in a shoreland district.
There are no floodplain or wetland areas on the site.
Previous Actions Affecting Site
The site contains 4.87 acres excluding existing roadway easements that would be dedicated on the
plat as public right-of-way. The church and its related parking lot was constructed in 1980 and
would remain as is.
LEVEL OF CITY DISCRETION IN DECISION-MAKING
The city’s discretion in approving or denying a preliminary plat is limited to whether the proposed
plat meets the standards outlined in the subdivision regulations and zoning ordinance. This is
because preliminary plat review is a judicial action (enforcement of established policy). If a
preliminary plat application meets the established standards, the city must approve the preliminary
plat.
The city’s discretion in approving or denying a site plan is limited to whether the proposal complies
with the comprehensive plan and zoning ordinance standards. If it meets the standards, the city
must approve the site plan.
The city’s discretion in approving or denying a variance is limited to whether the proposal meets
the standards for a variance. The city has a relatively high level of discretion with a variance
because the burden of proof is on the applicant to show that they meet the standards for a variance.
ANALYSIS
Pilgrim United Methodist Church is defined as a religious institution. The proposed assisted
living/memory care home is defined as a residential care facility. Religious institutions and
residential care facilities are listed as “permitted” land uses in the P-I district where the site is
located.
Preliminary Plat
Lot Arrangement:
The applicant is requesting approval of a preliminary plat to subdivide the site into to two lots.
Under the plan, the easterly parcel (proposed Lot 1) would contain the existing church and its
related parking lot, and the westerly parcel (proposed Lot 2) would accommodate a new assisted
living / memory care home.
215
2022080
Page 3
Proposed lot sizes are as follows:
Minimum Lot Area
Specified – based
upon land use
Proposed Lot Area
Lot 1
(east parcel – church
3 acres for religious
institutions 3.016 acres
Lot 2
(west parcel – assisting
living/memory care home)
2 acres for residential
care facilities *1.854 acres
Existing street easement
to be dedicated on the plat N/A 0.460 acres
* Variance requested, as analyzed later in this report.
Site Access:
Zachary Lane abuts the east boundary of the site and County Road 9 (a/k/a Rockford Road) abuts
the south boundary of the site.
To address both mobility and access management throughout the city, the transportation chapter
of the city’s comprehensive plan includes a “functional classification map” (copy attached) that
provides a hierarchy of roadways designed and classified for various traffic volumes, speeds, land
uses and purposes, as follows:
• Arterial roadways: I-494, Highways 169 and 55, all county roads (includes County Roads
6, 9, 10 a/k/a Bass Lake Rd, 24, 61 a/k/a Northwest Blvd./Xenium Ln., and 101), Peony
Lane/Maple Grove Parkway segments north of Highway 55, Vicksburg Lane, Chankahda
Trail, and Schmidt Lake Road.
• Collector roadways: Includes Zachary Lane, Fernbrook Lane, Cheshire Parkway,
Plymouth Boulevard, Carlson Parkway, Sunset Trail, Medina Road, and others.
• Local streets: All streets not designated as arterial or collector roadways.
City regulations specify that all lots shall have direct access to an improved public street. The site
has direct access to Zachary Lane – which is a collector roadway. However, no direct access is
allowed to this site from County Road 9 – which is an arterial roadway. As a result, the applicant
is requesting a variance to allow creation of Lot 2 with no direct access to a public street (access
would come through the existing church parking lot via private easement). The requested variance
is analyzed later in this report.
216
2022080
Page 4
Transportation:
A traffic study is not required in this case because religious institutions and residential care
facilities are anticipated allowable P-I uses. The surrounding road system was designed and
constructed to readily accommodate traffic that would be generated by these types of P-I uses on
the site.
Storm Water Management:
The city requires that storm drainage systems be designed so the post-development rate of runoff
from a site does not exceed the pre-development rate for specified storm events. Additionally, the
city requires treatment of storm water runoff before it enters the drainage system.
Storm water runoff would be directed to an infiltration basin to be constructed south of the assisted
living/memory care home on proposed Lot 2.
Prior to commencement of grading activities, the applicant would need to apply for and have an
approved storm water pollution prevention plan from the Minnesota Pollution Control Agency.
The applicant would also be required to obtain city and watershed approval of the storm water and
erosion control plans. The attached resolution addresses this matter.
Trees:
The proposed subdivision is subject to the city’s tree preservation regulations which, for P-I
developments, require either:
1) preservation of at least 25 percent of the caliper inches of significant trees; or
2) reforestation (1.25 inches of new trees for each one inch removed) or monetary restitution
($125 per inch) for any removal beyond 75 percent.
A significant tree is defined as one being eight inches or larger in diameter for deciduous trees,
and four inches or larger in diameter for conifers.
There are 1,312 caliper inches of eligible significant trees on the site. The applicant submitted a
tree plan indicating that 354 inches of significant trees (27 percent) would be preserved.
Consequently, the proposal would comply with the city’s tree preservation regulations.
Park Dedication:
Park dedication would not be required for proposed Lot 1 containing the existing church. Park
dedication would be required for proposed Lot 2 which would contain the assisted living/memory
care home. Because the city’s comprehensive plan does not show a need for land dedication within
this site, the applicant would instead be required to provide a cash fee in lieu of land dedication,
in accordance with the city’s subdivision regulations. This matter is addressed in the attached
resolution.
217
2022080
Page 5
Site Plan
The zoning ordinance contains specific standards for approval of a site plan in the P-I zoning
district. Staff used these standards to review the proposed assisted living/memory care home. The
specific standards that apply are as indicated on the following table.
Standards for the P-I District
Specified Proposed Complies?
Building Setbacks:
--Front (from south lot line abutting
County Road 9) 50 ft. (min.) 139 ft. Yes
--Side (from west lot line) 15 ft. (min.) 15 ft. Yes
--Side (from east lot line abutting Lot 1) 15 ft. (min.) 15 ft. Yes
--Rear (from north lot line) 15 ft. (min.) 15 ft. Yes
Parking Setbacks:
--Front (from south lot line abutting
County Road 9) 20 ft. (min.) 105 ft. Yes
--Side (from west lot line) 20 ft. (min.) 105 ft. Yes
--Side (from east lot line abutting Lot 1) 20 ft. (min.) 36 ft. Yes
--Rear (from north lot line) 20 ft. (min.) 106 ft. Yes
Parking Setback to Building: 10 ft. (min.) 15 ft. Yes
Drive Aisle Width: 26 ft. (min.) 26 ft. Yes
Parking Stall Size: 9’ x 18.5’ 9’ x 18.5’ Yes
Number of Parking Spaces: 21 (min.) 25 Yes
Building Height: 45 ft. (max.) 19 ft. Yes
Structural Coverage: 50% (max.) 27% Yes
Landscaping:
25 new
overstory trees
(min.)
34 new overstory
trees, plus numerous
ornamentals and
shrubs
Yes
Lighting:
--Lumens/sq. ft. of Hardscape 1.25 (max.) Info not provided Unknown*
--Fixture Height 25 ft. (max.) 20 ft. poles plus base
and fixture
Unknown*
--Shielding
Shielded fixtures
within 300 ft.
of residential
No shielding shown No*
--Correlated Color Temperature
of Lighting
4100 Kelvin
(max.) 5000 Kelvin No*
* Compliance required as a condition of approval in resolution.
218
2022080
Page 6
Lighting
The preceding table indicates issues related to the lighting plan. The site is in Lighting Zone 1
where: 1) parking lot lighting levels are limited to 1.25 lumens per square foot of parking area; 2)
mounting height of light fixtures cannot exceed 25 feet; 3) light fixtures mounted higher than 12
feet that are located within 300 feet of residential property must be equipped with house-side
shielding; and 4) the correlated color temperature (CCR) of lighting cannot exceed 4100 Kelvin.
In addition, light fixtures must meet specified BUG (backlight/uplight/glare) ratings, and lighting
levels must be reduced by at least 50 percent at 8 PM or close of visiting hours, whichever is later.
The resolution requires that, prior to issuance of the building permit, the applicant submit a revised
lighting plan for staff review and approval that complies with all lighting regulations.
Building
The proposed one-story building would include 20 suites for assisted living and 12 suites for
memory care. The building would have a residential appearance including pitched roof with
asphalt shingles. The primary exterior wall materials would include lap siding, shingle siding, and
stone. The proposed materials and design would comply with city regulations.
Sidewalks/Trails
The applicant is proposing to install sidewalks on the site to connect the proposed building with
its parking lot, and to provide a walking system around the building.
The applicant would install a roughly 55-foot-long trail segment to connect the sidewalk on the
north side of the proposed building to an existing trail on the Zachary Playfield site. The resolution
requires an agreement to address required off-site grading needed to accommodate the trail
installation, and to address use rights and maintenance responsibilities related to the trail.
Public trails are presently located along the north side of County Road 9 and along the west side
of Zachary Lane abutting the site. Those trails would remain in place.
Secured Outdoor Area
An outdoor area with a patio and greenspace would be installed near the northwest corner of the
proposed building. The outdoor area would be enclosed with a wrought-iron, or similar style fence
that would be six feet high.
Generator
The plans show a pad for an emergency back-up generator in the northwest portion of the site. The
resolution requires that, prior to installation of a generator, the applicant provide additional
information showing that the generator would comply with City noise regulations and screening
requirements.
219
2022080
Page 7
Zachary Playfield Use of Church Parking Lot
As a separate matter from the proposed development, the city has contacted Pilgrim United
Methodist Church with the idea of using the existing church parking lot as overflow parking for
the Zachary Playfield site. Although the idea is in early stages of discussion and no agreement has
been drafted at this time, the church has indicated a willingness to consider such an agreement. If
the use agreement proceeds, it would not require involvement of the Planning Commission.
Variances
As previously stated, the applicant is requesting two variances to allow creation of Lot 2, which
would accommodate the assisted living / memory care home. One variance would allow Lot 2 to
contain 1.854 acres, where the code otherwise specifies a minimum lot area of 2 acres for
residential care facilities. The other variance would allow creation of Lot 2 with no direct access
to a public street.
Variance for Lot area
The P-I district specifies a minimum lot area of three acres for religious institutions and two acres
for residential care facilities. In this case, the overall site totals 4.87 net acres, which is slightly
under the five acres otherwise specified for these two land uses.
The proposed improvements for Lot 2 (Suite Living site) would meet or exceed all other zoning
regulations (e.g., building setbacks, parking setbacks, number of parking spaces, landscaping,
etc.), demonstrating that the lot – at 0.146 acres less than otherwise specified – would be large
enough to accommodate the proposed assisted living/memory care home.
Proposed Lot 2 abuts a large public open space (Zachary Playfields) to the north and west. As a
result, it would not be readily noticeable that Lot 2 contains slightly less than two acres.
Variance for No Direct Public Street Access
To provide adequate spacing from the Zachary Lane/County Road 9 signalized intersection, the
church driveway entrance from Zachary Lane was required to be located as far north on the site as
possible.
As previously noted, County Road 9 to the south is an arterial roadway and direct driveway access
is prohibited from that roadway. Under the plan, access for Lot 2 (Suite Living site) would come
from Zachary Lane and through the existing church driveway/parking lot via a perpetual private
access easement.
220
2022080
Page 8
Staff and the applicant reviewed the feasibility of extending a public street from the Zachary Lane
driveway through the church site to provide a street connection to Lot 2 . However, the limited
space north of the church building (roughly 40 feet) is not adequate to accommodate the required
50-foot-wide public street right-of-way. Additionally, for safety, land use, and other practical/
platting reasons, the church parking lot should not be separated from the church building by a
public street. Therefore, placing a public street mid-block between the church and its parking lot
was not considered. Finally, installing a public street that would enter the site at the current
driveway location and then immediately turn south abutting Zachary Lane, and then turn east
abutting County Road 9, would result in an inefficient use of land, and would also present
extraordinary maintenance responsibilities for the city with little public benefit.
Variance Findings
The Planning Commission must review the requested variances with the standards outlined in the
zoning ordinance. A copy of the standards is attached. Staff used these standards to review the
requested variances and finds that they meet all applicable standards. Specifically, 1) the variances
and their resulting construction would be in harmony with the general purposes and intent of the
regulations, and would also be consistent with the comprehensive plan; 2) the variances would
allow the property to be used in a reasonable manner; 3) the variance requests are not based solely
upon economic considerations but rather upon practical difficulties of the site; 4) the variances and
their resulting construction would not alter the character of the area, nor would they be detrimental
to the public welfare or injurious to other properties in the area; and 5) the variances and their
resulting construction would not impair an adequate supply of light and air to adjacent properties,
nor would they substantially increase traffic congestion in public streets, increase the danger of
fire, or endanger public safety.
RECOMMENDATION:
Community and Economic Development Department staff recommends approval of the
preliminary plat, site plan, and variances for Hampton Companies, LLC for property located at
4325 Zachary Lane, subject to the findings and conditions listed in the resolution.
If new information is brought forward at the public hearing, staff may alter or reconsider its
recommendation.
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Proposed Minutes January 18, 2023
Proposed Minutes
Planning Commission Meeting
January 18, 2023
Chair Boo called a Meeting of the Plymouth Planning Commission to order at 7:00 p.m. in the
Council Chambers of City Hall, 3400 Plymouth Boulevard, on January 18, 2023.
COMMISSIONERS PRESENT: Chair Michael Boo, Marc Anderson, Julie Olson, Neha
Markanda, Jennifer Jerulle, and Josh Fowler.
STAFF PRESENT: Planning and Development Manager Chloe McGuire, Senior Planner Shawn
Drill, Senior Planner Kip Berglund, and Engineering Services Manager Chris McKenzie.
Public Hearings
(5.1) Preliminary plat, site plan, and variances for a new one-story, 32-unit "Suite Living"
assisted living/memory care home in the west portion of the property located at 4325
Zachary Lane (Hampton Companies, LLC -- 2022-080)
Senior Planner Drill presented the staff report.
Commissioner Olson asked the status of the private easement with the church and whether the
church agrees to that.
Senior Planner Drill replied that the church would sell lot two to the developer and part of that
sales agreement would include the access easement.
Commissioner Olson asked if the parking would occur on either side of Lot 2.
Senior Planner Drill identified the proposed parking for Suite Living and the parking area for the
church noting that the proposed parking would exceed the city standards.
Commissioner Anderson asked whether the church currently has sufficient parking or currently
has overflow during busy time.
Senior Planner Drill replied that there are times when the parking lot at the playfields gets full
and perhaps there are instances when those users park at the church. He stated that it would
seem natural to have a shared parking agreement between the city and church and noted that staff
is working on that separately.
Commissioner Anderson asked and received confirmation that a member representing the church
is present to answer questions tonight. He stated that this would create a lot that does not have
direct access to a public street and would think that would fall under a subdivision requirement
rather than a zoning variance.
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Proposed Minutes January 18, 2023
Senior Planner Drill replied that the subdivision language does not include such a requirement,
and therefore the requirement falls under zoning ordinance and would require a variance. He
stated that there are PUDs that include similar approvals to have access through easement.
Commissioner Anderson agreed that it would be difficult to get a street through to the property
but wondered if a zoning variance was the best way to move forward instead of a PUD.
Senior Planner Drill replied that, from staff’s perspective, a zoning variance would be the best
option to approve such access.
Planning and Development Manager McGuire stated that this is a unique property as it does front
Rockford Road on the south, but they do not want access there.
Commissioner Jerulle asked if there would be one or two easements.
Senior Planner Drill stated that the residents of the assisted and memory care units would not be
driving, so the traffic would be generated by staff, visitors, and some vendors. He provided
details on the flow of traffic. He stated that there would be one private and perpetual easement
for access and some others for utilities. He noted that perhaps on holidays there would be more
visitors and the church could agree to allow a row of shared parking but stated that would be a
discussion between the church and Suite Living.
Commissioner Jerulle asked if there would be a public safety concern because the access
easement runs so close to the front of the church.
Senior Planner Drill said staff did not have concern as most of the traffic accessing the Suite
Living building would occur during off-peak times from the church.
Commissioner Fowler asked if there has been discussion about signage that would require Suite
Living traffic to move straight upon entry to the site and stay away from the front of the church.
Senior Planner Drill replied that there has not been such discussion at this time.
Commissioner Fowler asked if emergency vehicles would be able to make the turn at the
southeast corner if there were vehicles dropping off at the church.
Senior Planner Drill confirmed that those drive aisles are wide enough to support emergency
vehicles.
Chair Boo asked if there would be signage on Zachary Lane for Suite Living and whether that
would count against the signage allowed for the church.
Senior Planner Drill identified the proposed location for the Suite Living sign, which would meet
ordinance requirements. He stated that each site would have its own signage allowances as this
process would create a new lot.
Chair Boo introduced Jeremy Larson, representing the applicant, who noted that he was available
for questions.
223
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Proposed Minutes January 18, 2023
Commissioner Anderson asked if there were concerns that the church could overflow into the
Suite Living parking area.
Mr. Larson replied that they have 13 facilities running at this time, with roughly six employees
during the day and four at night. He stated that even on holidays and busier visiting times they
have not experienced any parking issues and did not anticipate that they would overflow into the
church. He commented that they sadly do not have many visitors as most residents are at the end
of their lives.
Commissioner Anderson asked if ambulances are frequent visitors.
Mr. Larson replied that while that may occur during an emergency, it is not a regular occurrence.
Chair Boo opened the public hearing.
Chair Boo introduced Reverend Bruce Kronen, representing Pilgrim Church, who thanked the
commission for their consideration. He stated that the church has a heart in partnering with other
entities to continue their mission to help others. He stated that currently they do not make total
use of their parking and therefore did not have any issues with overflow parking. He noted that
they have allowed the elementary school and city park users to park in their lot and have not
experienced any issues.
Chair Boo introduced Fred Stelter, 14505 43rd Avenue N, who stated that he has parked at the
church for his son’s baseball game. He stated that he has been a resident for over 35 years and
believed that this layout makes sense. He commented that this is a wonderful use of an
underutilized property.
Chair Boo closed the public hearing.
Commissioner Anderson stated that this is a creative concept in using an open part of a lot to
create a needed use in the community. He commented that this single level building will blend
nicely into the area and the easement seems to be the best way to provide access. He was not
concerned with the site not meeting the minimum acreage. He referenced proposed condition
#10 which states that the city and church will continue to discuss easements and asked if the
applicant should also be party to that.
Senior Planner Drill agreed and stated that additional language to include the applicant would be
added.
Commissioner Olson agreed that this is a good project that she also supports.
Motion was made by Commissioner Anderson and seconded by Commissioner Olson to
recommend approval of the resolution for preliminary plat, site plan, and variances for Hampton
Companies LLC for an assisted living and memory care home in the west portion of the property
located at 4325 Zachary Lane with noted conditions. With all Commissioners voting in favor, the
motion carried.
224
Co. Rd. 9 (Rockford Rd)
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Ele m e ntary
2022-080Hampton Companies, LLC4325 Zachary LaneSubdivision, Site Plan & Variances K3000300600150Feet
225
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County Rd. 9 (Rockford Rd.)
Zachary Ln
2022-08 0 -- Aerial Map K125012525062.5 Feet
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Medicin e Lake
Bass Lake
Parkers Lake
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16 9494
THIS REPRESENTS A COMPILATION OF INFORMATION AND DATA FROM CITY, COUNTY, STATE AND OTHER SOURCES THAT HAS NOT BEEN FIELD VERIFIED. INFORMATION SHOULD BE FIELD VERIFIED AND COMPARED WITH ORIGINAL SOURCE DOCUMENTS.
Future Major CollectorFuture Minor CollectorPrincipal Arterial
A-Minor ArterialOther ArterialMajor CollectorMinor Collector
Figure 6-1
Functional Classification
Sou rce: SRF Consulting,Metrop olitan Council, Metro GIS
*
*= SITE
228
Hampton Companies, LLC
Suite Living Senior Care of Plymouth, LLC
1824 Buerkle Road
White Bear Lake, MN 55110
STATEMENT OF PROPOSAL: City of Plymouth
November 11th, 2022
PROJECT NAME: Suite Living Senior Care of Plymouth
PROPERTY Location : 4325 Zachary Lane
APPLICANT: Landco Investments of Plymouth, LLC
1824 Buerkle Road
White Bear Lake, MN 55110
Jeremy Larson: 651-253-8924
Jeremy@hamptoncos.com
DESCRIPTION OF PROPOSED DEVELOPMENT:
Landco Investments and Suite Living is proposing to develop a memory care and assisted living
community to serve the care needs of the elderly citizens of your city and those with elderly family
members in need of memory care and assisted living services. Suite Living Senior Care community will
feature a total of 32 private suites with 20 of them providing assisted living services and the other 12
providing memory care services. The assisted living residents will be able to enjoy a home-like
atmosphere in a setting that allows them the freedom to participate in many amenities that not only
help assist them in their daily care needs but also provide them with a higher quality of life than that
offered in a more institutional setting. The memory care residents are provided with their own secured
area of the building that has its own separate amenities like a congregate dining room, sunroom,
activity/craft area and a secure outdoor porch. These residents benefit from a life enrichment program
that is specially designed for residents with Alzheimer’s and Dementia. At Suite Living Senior Care our
goal is to provide our residents with the right care at the right time.
We are proposing to subdivide 4.9 acres with 1.85 acres for the new Suite Living and the balance of the
3.03 acres remaining the church property
Building Description: Total Land Size: 1.85 Acres-Approx.
Building Size: 20,744 Sq. Ft.
Occupancy: 32 Private Suites
Floor 1: 20 Assisted Living Units / 12 Memory Care Units
Parking and Access: Hard Surface Parking (25 stalls, 2 designated handicapped will be designed with
dimensions and area in accordance with state law) will provide parking for
resident friends and family members along with Suite Living Senior Care staff.
Since none of our residents drive there will not be a significant need for parking.
229
Analysis currently and forward
The difference between transient building occupants i.e.: those driving and with
cars and fixed immobile occupants i.e.: residents
32 residents at any one time (immobile)
3 to 5 employees
1 to 3 visitors for a total of 4 to 8 transient occupants
Illumination: Lighting from the installation of outdoor flood or spot lighting and illuminated
signs shall be of an intensity that is reasonable for the purpose served and will
be appropriately shielded minimizing the effects on the use and enjoyment of
adjoining properties.
Architectural Design: The building will combine stone, residential exterior materials, columns,
roofline gables, extending porches and entrances to the building. The overall
look is themed after a residential building providing a feeling of warmth and
comfort for the residents.
VARIANCE REQUESTS:
Lot Size:
1. The variance, and its resulting construction or project, would be in harmony with the general purposes
and intent of this Chapter, and would be consistent with the comprehensive plan.
The proposed lot will only be marginally smaller than the minimum lot size and the proposed use will be
harmonious with the neighboring church and park.
2. The variance applicant has satisfactorily established that there are practical difficulties in complying with
this Chapter. “Practical difficulties” means that: a. the applicant proposes to use the property in a
reasonable manner not permitted by this Chapter; b. the plight of the landowner is due to circumstances
unique to the property that were not created by the landowner; and c. the variance, if granted, would
not alter the essential character of the locality.
The practical difficulty of the existing lot is such that splitting the lot so that the proposed assisted living property
be greater than 2 acres, then the proposed church property would be less than the minimum of 3 acres.
3. The variance request is not based exclusively upon economic considerations.
The variance is not based exclusively upon economic, only spatial considerations. There is no additional land that
could be acquired to avoid needing the variance.
4. The variance, and its resulting construction or project, would not be detrimental to the public welfare,
nor would it be injurious to other land or improvements in the neighborhood.
The variance and project would not be detrimental to the public welfare as there is a great need for elder care
and assisted living. The project will also be harmonious with the church.
5. The variance, and its resulting construction or project, would not impair an adequate supply of light and
air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase
the danger of fire, endanger the public safety, or substantially diminish property values within the
neighborhood.
230
The variance, and its resulting project, would allow the same amount supply of light and air to the adjacent
church, it would not substantially increase traffic due to the non-driving nature of its residents (only employees
and visitors drive), would not increase the danger of fire due to the building meeting fire needs, would not
endanger public safety, and would not diminish property values.
6. The variance requested is the minimum action required to address or alleviate the practical difficulties
Correct – there is no other way to fit the proposed use on the site and make the subdivision work without the
variance.
No Direct Access to Public Street:
1. The variance, and its resulting construction or project, would be in harmony with the general purposes
and intent of this Chapter, and would be consistent with the comprehensive plan.
The proposed lot and use will see very little traffic and so will be harmonious with the existing church.
2. The variance applicant has satisfactorily established that there are practical difficulties in complying with
this Chapter. “Practical difficulties” means that: a. the applicant proposes to use the property in a
reasonable manner not permitted by this Chapter; b. the plight of the landowner is due to circumstances
unique to the property that were not created by the landowner; and c. the variance, if granted, would
not alter the essential character of the locality.
The practical difficulty of the existing lot is such that there is no way to add another entrance onto Zachary
without jeopardizing the existing traffic pattern with its intersection at Rockford. There is also no way to add an
access to Rockford Rd since it is a county highway without access to individual properties.
3. The variance request is not based exclusively upon economic considerations.
The variance is not based exclusively upon economic, only spatial considerations. There is no additional street
frontage anywhere on the proposed lot where an access could be added.
4. The variance, and its resulting construction or project, would not be detrimental to the public welfare,
nor would it be injurious to other land or improvements in the neighborhood.
The variance and project would not be detrimental to the public welfare as there is a great need for elder care
and assisted living. The project will also be harmonious with the church.
5. The variance, and its resulting construction or project, would not impair an adequate supply of light and
air to adjacent properties, nor would it substantially increase traffic congestion in public streets, increase
the danger of fire, endanger the public safety, or substantially diminish property values within the
neighborhood.
The variance, and its resulting project, would allow the same amount supply of light and air to the adjacent
church, it would not substantially increase traffic due to the non-driving nature of its residents (only employees
and visitors drive), would not increase the danger of fire due to the proposed building meeting fire suppression
needs, would not endanger public safety, and would not diminish property values.
6. The variance requested is the minimum action required to address or alleviate the practical difficulties
Correct – there is no way to fit the proposed use on the site and add an access onto Zachary or Rockford.
STATE CLASSIFICATION/LICENSURE:
Suite Living Senior Care will be classified as Assisted Living with Dementia Care with the MN Department of
Health
STATE REQUIRED INSPECTIONS:
231
The State will require a survey 6 months after the opening of Suite Care Senior Living and then every two years
after that.
Suite Living does an annual renewal with MDH for our Assisted Living with Dementia Care License.
Yearly inspections of kitchen equipment, sprinklers, fire alarms, fire extinguishers are conducted.
CONCLUSION:
Thank you for your time to review our proposal. Suite Living Senior Care will provide great economic benefits
to the city and community with 32 assisted living and memory care suites, 25 plus full and part time jobs with
annual payroll of $750,000 and a significant contribution to the tax rolls for this property and provide services
to the residents of the City and surrounding area. The opportunity for the city to provide senior care options in
a very demanding market well into the future is a compelling reason to approve this application.
The project is designed and intended to accommodate the needs of development for benefit to the community,
as Suite Living’s high level of care, access to hospice and respite will bring.
Great care has been taken to make the building attractive both as a city and neighborhood friendly addition,
utilizing high quality finishes like LP smart siding, colored hard shingle in the staggered edge notched panels,
smoked glass in the fake dormers, cultured stone accents and wainscoting, an extensive landscape plan with
special attention to maintaining the existing buffer between the neighbors and the building.
The project will be designed exceeding the “required” landscaping and other basic requirements of code to
upgrade the appearance of the building. The project will manage to maintain the required setbacks from the
building to lot line front and back. Landscaping is for decorative purposes and can be moved when and if needed
but provides a buffer and ornamental screening.
As we work thru the grading plan, special attention will be paid to the drainage and excavation plan to assure
that the drainage of this site does not disturb the neighborhood.
By approving this project, the city is gaining an attractive, tax paying member to the community in an otherwise
idle property. The building is a secure building, noise is not an issue, and the neighbors should appreciate a
relatively peaceful co-existence with the new project. The project will bring many benefits to the community.
Such benefits will include:
- Local Chamber of Commerce Membership
- Meeting room space including use for business, choir practice, piano recitals, girl/boy scouts, book
clubs, churches etc.
- Be of host to community events
- Offer wellness clinics
- Charity drop off site for food and clothing
- Partnerships with local daycare centers
- Internship options for nursing students
- Volunteer opportunities
- Promote local businesses
232
We look forward to continuing to work with the City during the review and approval process for this application.
Please contact me with any questions you have on any item as I would be more than happy to discuss it in further
detail.
Sincerely,
Jeremy Larson
Executive Vice President
Suite Living
233
Forms: ZOvariancestds.docx
Community Development Department
3400 Plymouth Boulevard
Plymouth, MN 55447
(763)509-5450
FAX (763) 509-5407
ZONING ORDINANCE
VARIANCE STANDARDS
The City Council or Zoning Administrator may approve a variance application (major or
minor, respectively) only upon finding that all of the following criteria, as applicable,
have been met:
1. The variance, and its resulting construction or project, would be in harmony with the
general purposes and intent of this Chapter, and would be consistent with the
comprehensive plan.
2. The variance applicant has satisfactorily established that there are practical difficulties
in complying with this Chapter. “Practical difficulties” means that:
a. the applicant proposes to use the property in a reasonable manner not permitted by
this Chapter;
b. the plight of the landowner is due to circumstances unique to the property that
were not created by the landowner; and
c. the variance, if granted, would not alter the essential character of the locality.
3. The variance request is not based exclusively upon economic considerations.
4. The variance, and its resulting construction or project, would not be detrimental to the
public welfare, nor would it be injurious to other land or improvements in the
neighborhood.
5. The variance, and its resulting construction or project, would not impair an adequate
supply of light and air to adjacent properties, nor would it substantially increase traffic
congestion in public streets, increase the danger of fire, endanger the public safety, or
substantially diminish property values within the neighborhood.
6. The variance requested is the minimum action required to address or alleviate the
practical difficulties.
Section 21030-Plymouth Zoning Ordinance
234
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PID: 1411822110004
Address: 4325 Zachary Lane N
PID: 1411822110007
Address: Unassigned
Owner: City of Plymouth
PID: 1411822110007
Address: Unassigned
Owner: City of Plymouth
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
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[13] Deed in Fa
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E 1/4 Corner of Sec. 14,
Twp. 118, Rng. 22
NE Corner of the NE 1/4 of the NE
1/4 of Sec. 14, Twp. 118, Rng. 22
P.O.B.
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DESCRIPTION OF PROPERTY SURVEYED
That part of the Northeast Quarter of the Northeast Quarter of Section 14 Township 118 Range 22 Hennepin County, Minnesota described as follows: Beginning at a
point on the east line of said Northeast Quarter of the Northeast Quarter distant 661.25 feet southerly from the northeast corner of said Northeast Quarter of the
Northeast Quarter; thence southerly 436.33 feet along said east line; thence northwesterly 572.37 feet, deflecting right 95 degrees 45 minutes; thence northerly
378.99 feet, parallel with said east line; thence easterly 569.49 feet, at right angles to the point of beginning.
Abstract Property
GENERAL SURVEY NOTES
1.Bearings are based on the Hennepin County Coordinate System (1986 Adjustment).
2.Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located approximately 246 feet southeasterly from the northwest
corner of subject property and approximately 45 feet northwest of the most northwesterly corner of the building located within subject property, as shown
hereon. Elevation=992.19.
3.We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained
from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view
of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably
depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal
conditions may inhibit our ability to visibly observe all the utilities located on the subject property.
ALTA/NSPS LAND TITLE SURVEY NOTES
(numbered per Table A)
1.Monuments placed and/or found at all major corners of the boundary of the surveyed property as shown hereon.
2.Site Address: 4325 Zachary Lane N, Plymouth, MN 55442.
3.This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No.
27053C0191F, effective date of November 4th, 2016.
4.The Gross land area is 232,160 +/- square feet or 5.330 +/- acres.
The Net land area is 212,686 +/- square feet or 4.883 +/- acres.
The Net ROW land area is 19,474+/- square feet or 0.447 +/- acres.
7.(a) Exterior dimensions of buildings at ground level as shown hereon.
8.Substantial features observed in the process of conducting the fieldwork as shown hereon. Please note that seasonal conditions may inhibit our ability to
visibly observed all site features located on the subject property.
9.The number of striped parking stalls on this site are as follows: 114 Regular + 4 Handicap = 118 Total Parking Stalls.
13.The names of the adjoining owners of the platted lands, as shown hereon, are based on information obtained from Hennepin County GIS Map.
15.Some features shown per aerial imagery as noted hereon.
SURVEY REPORT
1.This map and report was prepared with the benefit of a Commitment for Title Insurance issued by CHB Title, LLC, as agent for Old Republic National Title
Insurance Company, File No. 56604, dated August 21, 2022. We note the following with regards to Schedule B of the herein referenced Title Commitment:
a. Item no.'s 1-10 are not survey related.
b. The following are numbered per the referenced title Commitment:
[11]. Terms and conditions of Easement for public street purposes, in favor of City of Plymouth, as created in document filed December 16, 1986,
as Document No. 5199212. 40 foot public street easement is located along the easterly portion of subject property, as shown
hereon.
[12].Terms and conditions of Easement for utility and drainage purposes, in favor of City of Plymouth, as created in document field December 16,
1986, as Document No. 5199213. 6 and 10 foot drainage and utility easement located along the northerly, southerly, easterly,
and westerly property lines, as shown hereon.
[13].Subject to deed in favor of the County of Hennepin, filed February 4, 1993, as Document No. 6034928. Deed describes the right of way
of Rockford Road, as shown hereon along the south line of the subject property.
[14].Terms and conditions of Easement for street and utility purposes, in favor of City of Plymouth, as created in document filed January 7, 1999,
as Document No. 7034422. Street and utility easement located along the easterly portion of subject property, as shown hereon.
[15]. Subject to Zachary Lane N as laid out and traveled over the East 40 feet more or less. Lying on the easterly portion of subject property,
as shown hereon.
[16].Subject to Rockford Road also known as County Road 9 as laid out and traveled. Lying on the southerly portion of subject property, as
shown hereon.
2.Conflicts such as (but not limited to): encroachments, protrusions, access, occupation, and easements and/or servitudes:
[A]. Concrete walk crosses north line of subject property, as shown hereon.
ALTA CERTIFICATION
To: Pilgrim United Methodist Church, a Minnesota corporation; Landco Investments of Plymouth, LLC, a Minnesota limited liability company; CHB Title, LLC; and Old
Republic National Title Insurance Company:
This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for
ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, 13, and 15 of Table A thereof.
The fieldwork was completed on 08-25-2022.
Dated this 23rd day of September, 2022.
________________________________________________________
Rory L. Synstelien Minnesota License No. 44565
rory@civilsitegroup.com
VICINITY MAP
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PROJECT NO.: 22281.00
COPYRIGHT 2022 CIVIL SITE GROUP INC.c
REVISION SUMMARY
DATE DESCRIPTION
V1.0
ALTA/NSPS LAND
TITLE SURVEY
12-13-22 Remove Watermain in Rockford Rd.
..
..
..
..
..
N
44565
RORY L. SYNSTELIEN
LICENSE NO.DATE
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.
9/23/2022
N
CL
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N
T
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
QA/QC
FIELD CREW
DRAWN BY
REVIEWED BY
UPDATED BY
DO
LB
CJ
.
OVERHEAD UTILITIES
GASMAIN
SANITARY SEWER
STORM SEWER
FIBER/COMM. LINE
ELECTRIC LINE (RECORD)
WATERMAIN
ELECTRIC LINE
GASMAIN (RECORD)
CHAINLINK FENCELINE
Linetype & Symbol Legend
CONCRETE SURFACE
PAVER SURFACE
BITUMINOUS SURFACE
GRAVEL/LANDSCAPE
SURFACE
WOODEN FENCELINE
GUARDRAIL
WATERMAIN (RECORD)
SANITARY SEWER (RECORD)
STORM SEWER (RECORD)
FIBER/COMM. LINE (RECORD)
TELEPHONE LINE (RECORD)
TELEPHONE LINE
SIGN
SANITARY MANHOLE
STORM MANHOLE
CABLE TV BOX
TELEPHONE MANHOLE
ELECTRIC TRANSFORMER
TELEPHONE BOX
TRAFFIC SIGNAL
GAS METER
ELECTRICAL METER
WATER MANHOLE
WATER VALVE
AIR CONDITIONER
BOLLARD
CATCH BASIN
ELECTRIC MANHOLE
GAS VALVE
FLAG POLE
HANDICAP SYMBOL
FOUND IRON MONUMENT
HYDRANT CAST IRON MONUMENT
SET IRON MONUMENT
FLARED END SECTION
POWER POLE
UTILITY MANHOLE
GUY WIRE
CONIFEROUS TREE
DECIDUOUS TREE
ROOF DRAIN
SEWER CLEAN OUT
FIRE CONNECTION
WELL
UTILITY VAULT
POST INDICATOR VALVE
GAS MANHOLE
HAND HOLE
FIBER/COMM. MANHOLE
MAIL BOX
FUEL TANK
ELECTRICAL OUTLET
SB SOIL BORING
LIGHT POLE
80204002040
SCALE IN FEET
23
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PID: 1411822110004
Address: 4325 Zachary Lane N
PID: 1411822110007
Address: Unassigned
Owner: City of Plymouth
PID: 1411822110007
Address: Unassigned
Owner: City of Plymouth
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
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VICINITY MAP
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PROJECT NO.: 22281
COPYRIGHT 2022 CIVIL SITE GROUP INC.c
REVISION SUMMARY
DATE DESCRIPTION
V2.0
PRELIMINARY PLAT
10-13-22 Pond D & U Easement
11-04-22 Lot1/Lot2 Common Line Easement
12-20-22 Revised D & U Easement
..
..
..
N
44565
RORY L. SYNSTELIEN
LICENSE NO.DATE
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.
10-10-2022
N
CL
I
E
N
T
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
QA/QC
FIELD CREW
DRAWN BY
REVIEWED BY
UPDATED BY
LN & DO
Craig J.
Cody J.
.
PRELIMINARY PLAT GENERAL NOTES
PROPERTY DESCRIPTION:
That part of the Northeast Quarter of the Northeast Quarter of Section 14, Township 118, Range 22, Hennepin
County, Minnesota described as follows: Beginning at a point on the east line of said Northeast Quarter of the
Northeast Quarter distant 661.25 feet southerly from the northeast corner of said Northeast Quarter of the
Northeast Quarter; thence southerly 436.33 feet along said east line; thence northwesterly 572.37 feet, deflecting
right 95 degrees 45 minutes; thence northerly 378.99 feet, parallel with said east line; thence easterly 569.49 feet,
at right angles to the point of beginning.
DATE OF PREPARATION:
10-10-2022
APPLICANT:
Hampton Companies, LLC
Jeremy Larson
Buerkle Road, White Bear Lake, Minnesota 55110
651-253-89241824
BENCHMARKS:
Elevations are based on the NGVD 29 Datum. Site Benchmark is the top nut of the fire hydrant located
approximately 246 feet southwesterly from the northwest corner of the subject property and approximately 45 feet
northwest of the most northwesterly corner of the building located within the subject property, as shown hereon.
Elevation = 992.149.
PROPOSED BUILDING SETBACKS:
Front- 50 Feet
Side - 15 Feet
Rear - 15 Feet
AREAS:
Proposed Lot 1 = 131,357 Sq. Ft. or 3.016 Acres
Proposed Lot 2 = 80,775 Sq. Ft. or 1.854 Acres
Proposed Dedicated Right of Way = 20,028 Sq. Ft. or 0.460 Acres
Total Property Area = 232,160 Sq. Ft. or 5.330 Acres
FLOOD ZONE:
This property is contained in Zone X (area determined to be outside the 0.2% annual chance floodplain) per Flood
Insurance Rate Map, Community Panel No. 27053C0191F, effective date of November 4th, 2016.
________________________________________________________
Rory L. Synstelien Minnesota License No. 44565
rory@civilsitegroup.com
PRELIMINARY PLAT: SUITE LIVING OF PLYMOUTH
OVERHEAD UTILITIES
GASMAIN
SANITARY SEWER
STORM SEWER
FIBER/COMM. LINE
ELECTRIC LINE (RECORD)
WATERMAIN
ELECTRIC LINE
GASMAIN (RECORD)
CHAINLINK FENCELINE
Linetype & Symbol Legend
CONCRETE SURFACE
PAVER SURFACE
BITUMINOUS SURFACE
GRAVEL/LANDSCAPE
SURFACE
WOODEN FENCELINE
GUARDRAIL
WATERMAIN (RECORD)
SANITARY SEWER (RECORD)
STORM SEWER (RECORD)
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TELEPHONE LINE
SIGN
SANITARY MANHOLE
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CABLE TV BOX
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ELECTRICAL METER
WATER MANHOLE
WATER VALVE
AIR CONDITIONER
BOLLARD
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GAS VALVE
FLAG POLE
HANDICAP SYMBOL
FOUND IRON MONUMENT
HYDRANT CAST IRON MONUMENT
SET IRON MONUMENT
FLARED END SECTION
POWER POLE
UTILITY MANHOLE
GUY WIRE
CONIFEROUS TREE
DECIDUOUS TREE
ROOF DRAIN
SEWER CLEAN OUT
FIRE CONNECTION
WELL
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POST INDICATOR VALVE
GAS MANHOLE
HAND HOLE
FIBER/COMM. MANHOLE
MAIL BOX
FUEL TANK
ELECTRICAL OUTLET
SB SOIL BORING
LIGHT POLE
80204002040
SCALE IN FEET
2022-080
Receive
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C.R. DOC. NOSUITE LIVING OF PLYMOUTH
KNOW ALL PERSONS BY THESE PRESENTS: That Landco Investments of Plymouth LLC, a Minnesota limited liability company, fee owner of the following described property:
That part of the Northeast Quarter of the Northeast Quarter of Section 14, Township 118, Range 22, Hennepin County, Minnesota described as follows:
Beginning at a point on the east line of said Northeast Quarter of the Northeast Quarter distant 661.25 feet southerly from the northeast corner of said Northeast Quarter of the Northeast Quarter;
thence southerly 436.33 feet along said east line; thence northwesterly 572.37 feet, deflecting right 95 degrees 45 minutes; thence northerly 378.99 feet, parallel with said east line; thence easterly
569.49 feet, at right angles to the point of beginning.
Has caused the same to be surveyed and platted as SUITE LIVING OF PLYMOUTH and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by
this plat.
In witness whereof said Landco Investments of Plymouth LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer
this day of , 20 .
SIGNED: Landco Investments of Plymouth LLC
By: Its:
STATE OF , COUNTY OF
This instrument was acknowledged before me this day of , 20 , by , its
of Landco Investments of Plymouth LLC, a Minnesota limited liability company, on behalf of the company.
My Commission Expires:
Notary Public, Signature Notary Public, Printed Name
Notary Public County,
SURVEYORS CERTIFICATE
I Rory L. Synstelien do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct
representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been or will be set within one year; that all
water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on
this plat.
Dated this day of , 20 .
Rory L. Synstelien, Licensed Land Surveyor
Minnesota License No. 44565
STATE OF MINNESOTA, COUNTY OF __________________
This instrument was acknowledged before me this day of , 20 , by Rory L. Synstelien.
My Commission Expires:
Notary Public, Signature Notary Public, Printed Name
Notary Public County,
PLYMOUTH, MINNESOTA
This plat of SUITE LIVING OF PLYMOUTH was approved and accepted by the City Council of Plymouth, Minnesota at a regular meeting thereof held
this day of , 20 , and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.
City Council, City of Plymouth, Minnesota
By:, Mayor By:, City Clerk
RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota
I hereby certify that taxes payable in 20 and prior years have been paid for land described on this plat, dated this day of , 20 .
Daniel Rogan, County Auditor
By:, Deputy
SURVEY DIVISION, Hennepin County, Minnesota
Pursuant to Minnesota Statutes Section 383B.565 (1969), this plat has been approved this day of , 20 .
Chris F. Mavis, County Surveyor
By:
COUNTY RECORDER, Hennepin County, Minnesota
I hereby certify that the within plat of SUITE LIVING OF PLYMOUTH was recorded in this office this day of , 20 , at O'Clock M.
Amber Bougie, County Recorder
By:, Deputy
N
Bearings are based on the East line of NE 1/4 of the NE 1/4, of Sec. 14,
Twp. 118, Rng. 22 having an assumed bearing of S 00°30'21" E
Found 1/2 Open Iron Pipe
1/2 inch by 14 inch Iron Rebar Set Marked "RLS 44565"
Cast Iron Monument
80204002040
SCALE IN FEET
2022-080
Received 12-22-2022
23
8
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
SU
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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COPYRIGHT CIVIL SITE GROUP INC.c
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C0.0
TITLE SHEET
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SUITE LIVING
PLYMOUTH, MINNESOTA
SHEET INDEX
SHEET NUMBER SHEET TITLE
C0.0 TITLE SHEET
SITE LOCATION
SITE LOCATION MAP N
SITE SURVEYV1.0
OVERALL UTILITY PLANC4.0
ISSUED FOR: CITY RESUBMITTAL
DEVELOPER / PROPERTY OWNER:
ENGINEER / LANDSCAPE ARCHITECT:
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
CONTACT: ROBBIE LATTA
612-615-0060
SURVEYOR:
GEOTECHNICAL ENGINEER:SWPPP - EXISTING CONDITIONSSW1.0
OVERALL GRADING PLANC3.0
C5.0
C5.1
L1.0
CIVIL DETAILS
LANDSCAPE PLAN
SWPPP - PROPOSED CONDITIONSSW1.1
SWPPP - DETAILSSW1.2
C2.0 OVERALL SITE PLAN
SWPPP - NARRATIVESW1.3
CIVIL DETAILS
C1.0 REMOVALS PLAN
C5.2 CIVIL DETAILS
Know what's below.
before you dig.Call
R
SWPPP - ATTACHMENTSSW1.4
SWPPP - ATTACHMENTSSW1.5
L1.1 LANDSCAPE PLAN NOTES & DETAILS
ARCHITECT:
ROSA ARCHITECTURAL GROUP, INC.
1084 STERLING ST
ST. PAUL, MN 55119
CONTACT: RUSS ROSA
651-366-7971
C1.1 TREE PRESERVATION PLAN
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
CONTACT: RORY SYNSTELIEN
612-615-0060
ALL EXISTING UTILITY LOCATIONS SHOWN ARE
APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,
48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES
THAT ARE DAMAGED DURING CONSTRUCTION AT NO
COST TO THE OWNER.
HAMPTON COMPANIES, LLC.
1824 BUERKLE ROAD
WHITE BEAR LAKE, MN 55110
CONTACT: JEREMY LARSON
651-200-4365
HAUGO GEOTECHNICAL SERVICES
2825 CEDAR AVENUE S
MINNEAPOLIS, MN 55407
CONTACT: PAUL GIOFRIDDO
612-729-2959
C5.3 CIVIL DETAILS
C2.1 SITE PLAN
GRADING PLAN NOTES & EXHIBITC3.1
UTILITY PLANC4.1
FINAL PLATV1.1
UTILITY PLAN - WATER SERVICE PLAN & PROFILEC4.3
UTILITY PLAN - DOWNSPOUT CONNECTIONSC4.2
2022-080
Receive
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[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility &
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Easement
Per Doc. No.
5199213
[14] Permanent Easement
for Street & Utility purposes
Per Doc. No. 7034422
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PID: 1411822110004
Address: 4325 Zachary Lane N
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
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[14] Permanent Easement
for Trail & Utility purposes
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c
)
6" CIP
(Rec)
529.49
S0
0
°
3
0
'
2
1
"
E
4
3
0
.
9
4
N84°12'03"W
5
3
2
.
7
1
37
2
.
4
3
Me
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A
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)
6.56
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
Pu
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5
1
9
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1
2
Ut
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5
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9
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Ut
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5
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9
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.
7
0
3
4
4
2
2
N0
0
°
3
0
'
2
1
"
W
3
7
8
.
9
9
N84°45'21"W 57
2
.
3
7
S0
0
°
3
0
'
2
1
"
E
4
3
6
.
3
3
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.
7
0
3
4
4
2
2
Utility & Drainage Easement
Per Doc. No. 5199213
40.00
6.56
N0
1
°
3
0
'
0
5
"
W
2
2
2
.
3
8
N0
0
°
3
0
'
2
5
"
W
1
7
3
.
1
6
N89°25'57"E
9.63
214.65
37
2
.
4
3
S0
0
°
3
0
'
2
1
"
E
3
9
7
.
3
1
LOT 1
LOT 2
BLOCK 1
ZA
C
H
A
R
Y
L
A
N
E
N
O
R
T
H
N84°12'03"W 2
1
0
.
1
6
N84°12'03"W 2
8
9
.
2
2
S47
°
2
2
'
0
9
"
W
44.
6
8
6
6
6
6
6
6
6
6
6
ROCKFORD RO
A
D
(C.S.A.H. NO.
9
)
Dr
a
i
n
a
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e
&
U
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E
a
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Drainage
&
U
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i
l
i
t
y
E
a
s
e
m
e
n
t
Drainage & Utility Easement
314.84
94.56
N84°12'03"W
33.34
S0
0
°
3
0
'
2
1
"
E
1
7
5
.
8
5
S89°29'39"W
10.01
S0
0
°
3
0
'
2
1
"
E
2
3
9
.
5
4
N52
°
4
9
'
5
5
"
E
4
7
.
4
9
S
4
3
°
0
0
'
1
0
"
E
6
1
.
4
3
S87°12'56"E 61.76
65
.
5
9
6
N
2
1
°
0
3
'
1
0
"
W
7
8
.
3
5
10
10
REMOVE EXISTING
FENCE AND FOOTING,
TYP.
REMOVE EXISTING
PAVERS
REMOVE EXISTING
BARBECUE
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
REMOVE EXISTING
CURB AND
GUTTER, TYP.
REMOVE EXISTING
CURB AND
GUTTER, TYP.
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL, TYP.
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
EXISTING TREES TO REMAIN,
PROVIDE TREE PROTECTION
FENCING, TYP.
PROTECT EXISTING BIT.
PVMT.
PROTECT EXISTING
BUILDING
PROTECT EXISTING
SIDEWALK
PROTECT EXISTING
HYDRANT
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
PROTECT EXISTING BIT.
TRAIL
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
CLEAR & GRUB
EXISTING UNDERBRUSH
AND WOODY
VEGETATION
CLEAR & GRUB
EXISTING UNDERBRUSH
AND WOODY
VEGETATION
PROTECT EXISTING
PAVEMENT
REMOVE EX. PAVEMENT AND
CURB AS NECESSARY,
RESTORE IN-KIND FOLLOWING
UTILITY INSTALLATION
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL, TYP.
PROTECT EXISTING
POWER POLE AND
OVERHEAD LINES
REMOVE EXISTING MONUMENT SIGN
REPLACE FOLLOWING UTILITY
INSTALLATION, SEE UTILITY PLAN
COORD. W/ CHURCH PROPERTY.
REMOVE EXISTING
CURB AND
GUTTER, TYP.
PROTECT EXISTING
UNDERGROUND
UTILITIES
REMOVE AND
SALVAGE
EXISTING SIGN
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL, TYP.
REMOVE EXISTING 8"
PVC STORM AND FES
REMOVE EXISTING
PVMT. STRIPING
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
CONSTRUCTION LIMITS
REMOVALS LEGEND:
TREE PROTECTION
REMOVAL OF PAVEMENT AND ALL BASE MATERIAL,
INCLUDING BIT., CONC., AND GRAVEL PVMTS.
REMOVAL OF STRUCTURE INCLUDING ALL
FOOTINGS AND FOUNDATIONS.
TREE REMOVAL - INCLUDING ROOTS AND STUMPS
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
SU
I
T
E
L
I
V
I
N
G
43
3
5
Z
A
C
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L
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.
PR
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J
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C
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c
PR
E
L
I
M
I
N
A
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:
NO
T
F
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CO
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U
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I
O
N
59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
0
1" = 20'-0"
20'-0"10'-0"
N
REVISION SUMMARY
DATE DESCRIPTION
C1.0
OVERALL REMOVALS
PLAN
..
..
..
..
..
..
Know what's below.
before you dig.Call
R
EX. 1' CONTOUR ELEVATION INTERVAL
REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,
COORDINATE WITH LOCAL GOVERNING UNIT.
CONSTRUCTION LIMITS
24
0
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
6.4
1.
3
1.8
19
.
7
15.8
11.
1
19
.
5
38.6
56.6
62
.
1
Chain
Link
Fence
Co
n
c
r
e
t
e
Wa
l
k
w
a
y
Pavers
Bituminous
Parking Lot
Bi
t
u
m
i
n
o
u
s
Dr
i
v
e
w
a
y
Overhang
Bituminous Trail
PID: 1411822110004
Address: 4325 Zachary Lane N
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
Edge of
Woods
2016
8" PVC
(Outlet
Unknown)
N89°29'39"E 569.49
N0
0
°
3
0
'
2
1
"
W
3
7
8
.
9
9
S84°45'21"E 572
.
3
7
6" CIP
(Rec)
529.49
N84°12'03"W 5
3
2
.
7
1
37
2
.
4
3
6.56
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
Ut
i
l
i
t
y
&
D
r
a
i
n
a
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E
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Pe
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D
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c
.
N
o
.
5
1
9
9
2
1
3
N89°29'39"E 569.49
N0
0
°
3
0
'
2
1
"
W
3
7
8
.
9
9
6.56
N0
1
°
3
0
'
0
5
"
W
2
2
2
.
3
8
N0
0
°
3
0
'
2
5
"
W
1
7
3
.
1
6
N89°25'57"E
9.63
214.65
37
2
.
4
3
LOT 2
BLOCK 1
N84°12'03"W 2
1
0
.
1
6
6
6
6
6
6
6
6
6
6
ROCKFORD RO
A
D
Dr
a
i
n
a
g
e
&
U
t
i
l
i
t
y
E
a
s
e
m
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n
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Dr
a
i
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a
g
e
&
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
Drainage
&
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
Drainage & Utility Easement
94.56
N52
°
4
9
'
5
5
"
E
4
7
.
4
9
S
4
3
°
0
0
'
1
0
"
E
6
1
.
4
3
S87°12'56"E 61.76
65
.
5
9
6
N
2
1
°
0
3
'
1
0
"
W
7
8
.
3
5
10
10
EXISTING TREES TO REMAIN,
PROVIDE TREE PROTECTION
FENCING, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
CONSTRUCTION LIMITS
REMOVALS LEGEND:
TREE PROTECTION
REMOVAL OF PAVEMENT AND ALL BASE MATERIAL,
INCLUDING BIT., CONC., AND GRAVEL PVMTS.
REMOVAL OF STRUCTURE INCLUDING ALL
FOOTINGS AND FOUNDATIONS.
TREE REMOVAL - INCLUDING ROOTS AND STUMPS
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
SU
I
T
E
L
I
V
I
N
G
43
3
5
Z
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.
PR
O
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E
C
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
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T
I
O
N
59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
0
1" = 20'-0"
20'-0"10'-0"
N
REVISION SUMMARY
DATE DESCRIPTION
C1.1
TREE PRESERVATION
PLAN
..
..
..
..
..
..
Know what's below.
before you dig.Call
R
EX. 1' CONTOUR ELEVATION INTERVAL
REMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,
COORDINATE WITH LOCAL GOVERNING UNIT.
1,425 (includes trees to remain on Lot 1)
1,312
984
0
0
0
0
24
1
[1
1
]
P
u
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S
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N
o
.
5
1
9
9
2
1
2
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility &
Drainage
Easement
Per Doc. No.
5199213
[14] Permanent Easement
for Street & Utility purposes
Per Doc. No. 7034422
Line A Per Doc. No. 6034928
[1
4
]
P
e
r
m
a
n
e
n
t
E
a
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m
e
n
t
fo
r
T
r
a
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&
U
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u
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p
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s
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s
Pe
r
D
o
c
.
N
o
.
7
0
3
4
4
2
2
6.4
1.
3
1.8
19
.
7
15.8 11.
1
19
.
5
38.6
8.
3
98.1
81
.
2
26.93.
8
26.1
4.
2
26.7
27.
9
56.6
62
.
1
10.3 12
.
1
12
.
1
10.2
Chain
Link
Fence
Timber Fence
Shed
[A] Concrete Walk
Crosses Property Line
Co
n
c
r
e
t
e
Wa
l
k
w
a
y
Concrete
Walkway
Co
n
c
r
e
t
e
Wa
l
k
w
a
y
Bituminous
Parking Lot
Bituminous
Parking Lot
Bituminous
Parking Lot
Bi
t
u
m
i
n
o
u
s
Dr
i
v
e
w
a
y
Bit
u
m
i
n
o
u
s
Dri
v
e
w
a
y
Bi
t
u
m
i
n
o
u
s
Dr
i
v
e
w
a
y
Bituminous
Parking Lot
Overhang
Bituminous Trail
Bi
t
u
m
i
n
o
u
s
T
r
a
i
l
Bi
t
u
m
i
n
o
u
s
T
r
a
i
l
Ac
c
e
s
s
PID: 1411822110004
Address: 4325 Zachary Lane N
PID: 1411822110007
Address: Unassigned
Owner: City of Plymouth
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
ROCKFORD ROA
D
(
C
.
S
.
A
.
H
.
N
O
.
9
)
(A Public R/W)
ZA
C
H
A
R
Y
L
A
N
E
N
Bituminous
Parking Lot
Edge of
Woods
2016 20
26
14
22
24
"
D
I
P
(
R
e
c
)
24
"
D
I
P
(
R
e
c
)
24
"
D
I
P
(
R
e
c
)
18" DIP (Rec)
18" DIP (Rec)
Cross
12" RCP
1
8
"
R
C
P
8" PVC
8" PVC
[14] Permanent Easement
for Trail & Utility purposes
Per Doc. No. 7034422
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[13] Deed in Fa
v
o
r
o
f
t
h
e
C
o
u
n
t
y
of Hennepin Per
D
o
c
.
N
o
.
6
0
3
4
9
2
8
40.00
P.O.B.
[1
5
]
[16]
2
"
W
a
t
.
S
e
r
v
.
(
R
e
c
)
2
"
W
a
t
.
S
e
r
v
.
(
R
e
c
)
6"
C
I
P
(R
e
c
)
6" CIP
(Rec)
S0
0
°
3
0
'
2
1
"
E
4
3
0
.
9
4
N84°12'03"W
40.24
0.98
Me
d
i
a
n
(
P
e
r
A
e
r
i
a
l
I
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r
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)
Me
d
i
a
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(
P
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A
e
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i
a
l
I
m
a
g
e
r
y
)
Median (Per Aerial I
m
a
g
e
r
y
)
Bituminous Trail
6.56
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
Pu
b
l
i
c
S
t
r
e
e
t
E
a
s
e
m
e
n
t
Pe
r
D
o
c
.
N
o
.
5
1
9
9
2
1
2
Ut
i
l
i
t
y
&
D
r
a
i
n
a
g
e
E
a
s
e
m
e
n
t
Pe
r
D
o
c
.
N
o
.
5
1
9
9
2
1
3
Utility & Drai
n
a
g
e
E
a
s
e
m
e
n
t
Per Doc. No.
5
1
9
9
2
1
3
Ut
i
l
i
t
y
&
D
r
a
i
n
a
g
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Permanent Ea
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Street & Utilit
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4
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Per Doc. No. 5199213
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
SU
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43
3
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C2.0
OVERALL SITE PLAN
..
..
..
..
..
..
HEAVY DUTY BITUMINOUS PAVEMENT. SEE
GEOTECHNICAL REPORT FOR AGGREGATE BASE &
WEAR COURSE DEPTH, SEE DETAIL.
SITE PLAN LEGEND:
SIGN AND POST ASSEMBLY (IF APPLICABLE).
SHOP DRAWINGS REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).
SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE
& WEAR COURSE DEPTH, SEE DEATIL.
CONSTRUCTION LIMITS
TO
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL
REPORT FOR AGGREGATE BASE & CONCRETE
DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN
PRIVATE PROPERTY SEE CSG DETAIL
24
2
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
6.4
1.
3
1.8
19
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PID: 1411822110004
Address: 4325 Zachary Lane N
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
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MATCH EXISTING
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MATCH EXISTING
CURB, TYP.
ACCESSIBLE PARKING
SPACE, INCL.
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AND RAMPS
7' CURB TAPER,
TYP.
TRASH ENCLOSURE,
SEE ARCH'L PLANS
FOR DETAILS
5.
0
'
CONSTRUCTION LIMITS
THICKENED EDGE
SIDEWALK WITH BIT.
PVMT. FLUSH WITH
WALK SURFACE
MATCH EXISTING
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6' CURB TAPER,
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15
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1
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C4.0 FOR DETAILS
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COORD. W/ ARCH FOR
FINAL SIZING
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0
'
PROVIDE PARK
BOUNDARY MARKER
AT PROPERTY
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PROVIDE PARK
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AT PROPERTY
CORNER
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RETAINING WALL,
SEE GRADING PLAN
FOR DETAILS, TYP.
B612 CURB
FENCE GATE, TYP.
6' DECORATICE
FENCE, TYP.
HEAVY DUTY BIT.
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HEAVY DUTY
BIT. PVMT., TYP.
MATCH EXISTING
BIT. PVMT., SEE
GRADING PLAN FOR
DETAILS
5.0'
"NO PARKING FIRE
LANE" SIGN. VERIFY
LOCATIONS WITH
FIRE MARSHALL
"NO PARKING FIRE
LANE" SIGN. VERIFY
LOCATIONS WITH
FIRE MARSHALL
PROPOSED SUITE
LIVING MONUMENT
SIGN. FINAL
LOCATION TBD.
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
SU
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43
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5
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PR
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C
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
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CO
N
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T
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I
O
N
59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C2.1
SITE PLAN
..
..
..
..
..
..
LOT 2 SITE AREA TABLE (SUITE LIVING):
HEAVY DUTY BITUMINOUS PAVEMENT. SEE
GEOTECHNICAL REPORT FOR AGGREGATE BASE &
WEAR COURSE DEPTH, SEE DETAIL.
SITE LAYOUT NOTES:
SITE PLAN LEGEND:
CITY OF PLYMOUTH SITE SPECIFIC NOTES:
SIGN AND POST ASSEMBLY (IF APPLICABLE).
SHOP DRAWINGS REQUIRED.
HC = ACCESSIBLE SIGN
NP = NO PARKING FIRE LANE
ST = STOP
CP = COMPACT CAR PARKING ONLY
0
1" = 20'-0"
20'-0"10'-0"
N
1.RESERVED FOR CITY SPECIFIC NOTES.
Know what's below.
before you dig.Call
R
PROPERTY LINE
CURB AND GUTTER-SEE NOTES (T.O.) TIP OUT
GUTTER WHERE APPLICABLE-SEE PLAN
LIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).
SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE
& WEAR COURSE DEPTH, SEE DEATIL.
CONSTRUCTION LIMITS
TO
OPERATIONAL NOTES:
SNOW REMOVAL
ALL SNOW SHALL BE STORED ON-SITE OUTSIDE
PARKING LOT. WHEN FULL, REMOVAL CO.
SHALL REMOVE EXCESS OF-SITE
TRASH REMOVAL:
TRASH SHALL BE PLACED IN EXTERIOR TRASH
AREA AND REMOVED BY COMMERCIAL CO.
WEEKLY.
DELIVERIES:
DELIVERIES SHALL OCCUR AT THE FRONT
DOOR VIA STANDARD COMMERCIAL DELIVERY
VEHICLES (UPS, FED-EX, USPS).
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER
STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY
UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR
TO BEGINNING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF
EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES,
BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS
OF ALL ELEMENTS FOR THE SITE. ANY REVISIONS REQUIRED AFTER
COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BE
CORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT
SHALL BE APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.
3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
CONSTRUCTION, INCLUDING A RIGHT-OF-WAY AND STREET OPENING PERMIT.
4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO
TECHNICAL REPORT PRIOR TO INSTALLATION OF SITE IMPROVEMENT MATERIALS.
5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS &
ELEVATIONS OF THE BUILDING AND STAKE FOR REVIEW AND APPROVAL BY THE
OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.
6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS,
BOLLARDS, AND WALKS ARE APPROXIMATE AND SHALL BE STAKED IN THE FIELD,
PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE
ARCHITECT.
7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO
FACE OF CONCRETE FOUNDATION. LOCATION OF BUILDING IS TO BUILDING
FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.
8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR
REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO
FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCH AS,
BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS,
BENCHES, FLAGPOLES, LANDING PADS FOR CURB RAMPS, AND LIGHT AND POLES.
THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOT
PREVIOUSLY APPROVED.
9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME
LANDING AREAS IN ACCORDANCE WITH A.D.A. REQUIREMENTS-SEE DETAIL.
10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON
CENTER PERPENDICULAR TO THE FLOW OF TRAFFIC. WIDTH OF CROSSWALK SHALL
BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESS
OTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.
11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE
DETAIL.
12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.
13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS
AND DIMENSIONS PRIOR TO SITE IMPROVEMENTS.
14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.
15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS
NOTED OTHERWISE.
16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.
17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL
SHEETS FOR PAVEMENT SECTIONS.
18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A
CONSTRUCTION FENCE AT THE DRIP LINE. SEE LANDSCAPE DOCUMENTS.
CONCRETE PAVEMENT (IF APPLICABLE) AS
SPECIFIED (PAD OR WALK) SEE GEOTECHNICAL
REPORT FOR AGGREGATE BASE & CONCRETE
DEPTHS, WITHIN ROW SEE CITY DETAIL, WITHIN
PRIVATE PROPERTY SEE CSG DETAIL
LOT 1 SITE AREA TABLE (CHURCH):
24
3
[1
1
]
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[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility &
Drainage
Easement
Per Doc. No.
5199213
[14] Permanent Easement
for Street & Utility purposes
Per Doc. No. 7034422
[1
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Parking Lot
Bituminous
Parking Lot
Bituminous
Parking Lot
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PID: 1411822110004
Address: 4325 Zachary Lane N
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
ROCKFORD ROA
D
(
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.
S
.
A
.
H
.
N
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.
9
)
Edge of
Woods
2016 20
26
14
22
24
"
D
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(
R
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c
)
Cross
12" RCP
8" PVC
8" PVC
[14] Permanent Easement
for Trail & Utility purposes
Per Doc. No. 7034422
40.00
[16]
2
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
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ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C3.0
OVERALL GRADING
PLAN
..
..
..
..
..
..
1.0' CONTOUR ELEVATION INTERVAL
GRADING PLAN LEGEND:
SPOT GRADE ELEVATION GUTTER
SPOT GRADE ELEVATION TOP OF CURB
SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS
0
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20'-0"10'-0"
N
Know what's below.
before you dig.Call
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EX. 1' CONTOUR ELEVATION INTERVAL
SPOT GRADE ELEVATION (GUTTER/FLOW LINE
UNLESS OTHERWISE NOTED)
CURB AND GUTTER (T.O = TIP OUT)
EMERGENCY OVERFLOW
EOF=1135.52
TO
SPOT GRADE ELEVATION MATCH EXISTING
24
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12/22/22 CITY RESUBMITTAL
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ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C3.1
GRADING PLAN -
NOTES & EXHIBIT
..
..
..
..
..
..
GENERAL GRADING NOTES:
1.0' CONTOUR ELEVATION INTERVAL
GRADING PLAN LEGEND:
SPOT GRADE ELEVATION GUTTER
SPOT GRADE ELEVATION TOP OF CURB
SPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRS
GROUNDWATER INFORMATION:
CITY OF PLYMOUTH GRADING NOTES:
1.NO WORK IS TO BEGIN UNTIL ALL EROSION AND SEDIMENT CONTROL METHODS
ARE IN PLACE AND APPROVED BY THE CITY ENGINEERING DIVISION.
NONCOMPLIANCE WITH THE GRADING AND EROSION CONTROL PLAN SHALL
CONSTITUTE GROUNDS FOR AN ORDER FROM THE CITY TO HALT ALL
CONSTRUCTION..
2.ALL NECESSARY PERMITS SHALL BE OBTAINED BY THE DEVELOPER AND COPIES
PROVIDED TO THE CITY'S ENGINEERING DIVISION PRIOR TO COMMENCING ANY
WORK. ALL SPECIAL REQUIREMENTS OF THE RESPONSIBLE AGENCIES SHALL BE
COMPLIED WITH.
3.ALL GRADING AND CONSTRUCTION ACTIVITY THAT RESULTS IN DISTURBANCE
OF THE GROUND SHALL COMPLY WITH MINNESOTA POLLUTION CONTROL
AGENCY'S GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH
CONSTRUCTION ACTIVITY NO. MN - R100001 AND THE MINNESOTA STORMWATER
MANUAL.
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
EX. 1' CONTOUR ELEVATION INTERVAL
SPOT GRADE ELEVATION (GUTTER/FLOW LINE
UNLESS OTHERWISE NOTED)
CURB AND GUTTER (T.O = TIP OUT)
EMERGENCY OVERFLOW
EOF=1135.52
TO
PER GEOTECHNICAL REPORT BY HAUGO GEOTECHNICAL SERVICES., DATED 09-26-2022
GROUNDWATER WAS NOT OBSERVED.
SPOT GRADE ELEVATION MATCH EXISTING
1.CONTRACTOR SHALL VERIFY ALL BUILDING ELEVATIONS, (FFE, LFE, GFE), PRIOR TO
CONSTRUCTION BY CROSS CHECKING WITH ARCHITECTURAL, STRUCTURAL AND CIVIL
ELEVATIONS FOR EQUIVALENT "100" ELEVATIONS. THIS MUST BE DONE PRIOR TO
EXCAVATION AND INSTALLATION OF ANY FOOTING MATERIALS. VERIFICATION OF THIS
COORDINATION SHALL BE CONFIRMED IN WRITING BY CIVIL, SURVEYOR, ARCHITECTURAL,
STRUCTURAL AND CONTRACTOR PRIOR TO CONSTRUCTION.
2.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE
ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
3.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.
4.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT
NOT LIMITED TO SITE PREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.)
IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL
TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS
WITH THE SOILS ENGINEER.
5.ANY ELEMENTS OF AN EARTH RETENTION SYSTEM AND RELATED EXCAVATIONS THAT FALL
WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A “RIGHT OF WAY EXCAVATION PERMIT”.
CONTRACTOR IS RESPONSIBLE FOR AQUIRING THIS PERMIT PRIOR TO CONSTRUCTION IF
APPLICABLE
6.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE
ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
3.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS
& PERMIT REQUIREMENTS OF THE CITY.
4.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS
OTHERWISE NOTED.
5.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN.
AND 2% MAX. CROSS SLOPE, UNLESS OTHERWISE NOTED.
6.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE
DRAWINGS. MAXIMUM SLOPES IN MAINTAINED AREAS IS 4:1
7.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES
GREATER THAN 4' IN HEIGHT SHALL BE DESIGNED AND ENGINEERED BY A REGISTERED
RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND
APPROVAL PRIOR TO CONSTRUCTION.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES
THROUGHOUT THE DURATION OF CONSTRUCTION TO ESTABLISH PROPER GRADES. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELD CHECK OF FINISHED
GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND
SODDING ACTIVITIES.
9.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL
TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE
CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.
10.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND
STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE
ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL
BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND
PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE
ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO
BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.
11.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE
AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A
SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR
SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS
AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED
FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL
AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED
BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE
REQUIREMENTS OF THE NEW WORK.
12.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE
STREET AND/OR PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED
TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT
THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS
DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH
SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE
SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF
THE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND
STORM RETENTION/DETENTION SYSTEMS.
13. TOLERANCES
13.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE
THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY
POINT WHERE MEASUREMENT IS MADE.
13.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT
VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED
ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.
13.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT
ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE
ENGINEER.
13.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED
THICKNESS.
14.MAINTENANCE
14.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND
EROSION, AND KEEP AREA FREE OF TRASH AND DEBRIS.
14.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND
RUTTED AREAS TO SPECIFIED TOLERANCES. DURING THE CONSTRUCTION, IF
REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREAS WHERE TURF IS TO
BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.
14.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT
CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, CONTRACTOR SHALL SCARIFY,
SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER
CONSTRUCTION.
0
1" = 10'-0"
10'-0"5'-0"
N1STORMWATER CULVERT EXHIBIT
GROUNDWATER INFORMATION:
PER GEOTECHNICAL REPORT BY HAUGO GEOTECHNICAL SERVICES, DATED 09-26-2022
GROUNDWATER WAS NOT OBSERVED IN BORINGS.
24
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Address: 4325 Zachary Lane N
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7
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3
4
4
2
2
Pe
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E
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P
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r
Do
c
.
N
o
.
7
0
3
4
4
2
2
Utility & Drainage Easement
Per Doc. No. 5199213
40.00
6.56
ZA
C
H
A
R
Y
L
A
N
E
N
O
R
T
H
ROCKFORD RO
A
D
(C.S.A.H. NO.
9
)
Dr
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&
U
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E
a
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t
Drainage
&
U
t
i
l
i
t
y
E
a
s
e
m
e
n
t
Drainage & Utility Easement
S0
0
°
3
0
'
2
1
"
E
1
7
5
.
8
5
S89°29'39"W
10.01
S0
0
°
3
0
'
2
1
"
E
2
3
9
.
5
4
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
NO
PA
R
K
I
N
G
CONSTRUCTION LIMITS
STUB SANITARY TO 5'
FROM BUILDING
SEE PROFILE
COORD. W/MECH'L
SAN MH 1
RE=985.86±
IE=976.15
SEE PROFILE
MAKE CONNECTION TO
EXISTING SANITARY
SEWER MANHOLE
EX RIM=982.18
EX IE (N/E)=973.63
(FIELD VERIFY)
PROP IE (E)=973.63
COORDINATE WITH CITY
SEE PROFILE
PROPOSED GATE
VALVE AND VALVE BOX
MAKE WET TAP
CONNECTION TO
EXISTING 24"
WATER MAIN,
COORD. WITH CITY
STUB WATER SERVICE
TO WITHIN 5' FROM
BUILDING, COORD.
W/MECH'L
SEE PROFILE
HYD & GV, SEE
DETAIL.
FIRE DEPARTMENT
CONNECTION
45° BEND, TYP.
CB 4
RIM=986.02
IE=982.02
CBMH 3
RIM=984.93
IE=977.94
156 LF 12" HDPE
STORM @ 3.00%
25 LF 15" HDPE
STORM @ 1.36%
UTILITY CROSSING
MAINTAIN MIN. OF 18" VERTICAL
SEPARATION. LOWER AND INSULATE
WATERMAIN AS NEEDED
SEE PROFILE
1P - INFILTRATION BASIN
EOF=979.50
BOTTOM=977.00
100-YEAR HWL=979.80
STORAGE BELOW
OUTLET=3,943 CF
3:1 SIDE SLOPES (MAX.)
OCS 1
12" RIM=978.30
IE=974.06
361 LF 12" HDPE
STORM @ 1.00%
MAKE CONNECTION TO EXISTING STORM CATCH BASIN
RIM=974.90
EX IE(SW)=970.45
(FIELD VERIFY)
PR. IE(W)=970.45
COORDINATE WITH CITY
STMH 2
RIM=980.50±
IE=977.34
SUMP=973.34
INSTALL PRESERVER
6"x6" TEE
8" PVC SDR 35
SEE PROFILE
8" PVC SDR 35, SEE
PROFILE
22.5° BEND
UTILITY CROSSING
MAINTAIN MIN. OF 18" VERTICAL
SEPARATION, LOWER WITH 45° BENDS
AND INSULATE WATERMAIN PER DETAIL
SEE PROFILE
FES 1
IE=977.00
6" DIP COMBINED FIRE
AND DOMESTIC
WATER SERVICE, SEE
PROFILE
30 LF 6" PVC
SDR @ 2.00%
CULVERT 2
IE=986.94CULVERT 1
IE=985.72
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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..
..
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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COPYRIGHT CIVIL SITE GROUP INC.c
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C4.0
OVERALL UTILITY PLAN
..
..
..
..
..
..
UTILITY LEGEND:
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
CATCH BASIN
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
PROPOSED FIRE HYDRANT
MANHOLE
FES AND RIP RAP
24
6
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
6.4
1.
3
1.8
19
.
7
15.8
11.
1
19
.
5
38.6
8.
3
98.1
4.
2
26.7
27.
9
56.6
62
.
1
10.3
12
.
1
10.2
Timber Fence
[A] Concrete Walk
Crosses Property Line
Concrete
Walkway
Co
n
c
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e
t
e
Wa
l
k
w
a
y
Bituminous
Parking Lot
Bituminous
Parking Lot
Bi
t
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m
i
n
o
u
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Dr
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e
w
a
y
Bituminous
Parking Lot
Overhang
PID: 1411822110004
Address: 4325 Zachary Lane N
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
Parking Lot
2016 20
22
8" PVC
N89°29'39"E 569.49
6" CIP
(Rec)
529.49
37
2
.
4
3
6.56
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
Ut
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l
i
t
y
&
D
r
a
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E
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.
N
o
.
5
1
9
9
2
1
3
N89°29'39"E 569.49
N0
0
°
3
0
'
2
1
"
W
3
7
8
.
9
9
Utility & Drainage Easement
Per Doc. No. 5199213
6.56
Dr
a
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U
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&
U
t
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l
i
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y
E
a
s
e
m
e
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t
Drainage & Utility Easement
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
NO
PA
R
K
I
N
G
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
STUB SANITARY TO 5'
FROM BUILDING
SEE PROFILE
COORD. W/MECH'L
SAN MH 1
RE=985.86±
IE=976.15
SEE PROFILE
MAKE CONNECTION TO
EXISTING SANITARY
SEWER MANHOLE
EX RIM=982.18
EX IE (N/E)=973.63
(FIELD VERIFY)
PROP IE (E)=973.63
COORDINATE WITH CITY
SEE PROFILE
STUB WATER SERVICE
TO WITHIN 5' FROM
BUILDING, COORD.
W/MECH'L
SEE PROFILE
HYD & GV, SEE
DETAIL.
FIRE DEPARTMENT
CONNECTION
45° BEND, TYP.
CB 4
RIM=986.02
IE=982.02
CBMH 3
RIM=984.93
IE=977.94
156 LF 12" HDPE
STORM @ 3.00%
25 LF 15" HDPE
STORM @ 1.36%
UTILITY CROSSING
MAINTAIN MIN. OF 18" VERTICAL
SEPARATION. LOWER AND INSULATE
WATERMAIN AS NEEDED
SEE PROFILE
1P - INFILTRATION BASIN
EOF=979.50
BOTTOM=977.00
100-YEAR HWL=979.80
STORAGE BELOW
OUTLET=3,943 CF
3:1 SIDE SLOPES (MAX.)
OCS 1
12" RIM=978.30
IE=974.06
361 LF 12" HDPE
STORM @ 1.00%
STMH 2
RIM=980.50±
IE=977.34
SUMP=973.34
INSTALL PRESERVER
6"x6" TEE
8" PVC SDR 35
SEE PROFILE
8" PVC SDR 35, SEE
PROFILE
22.5° BEND
UTILITY CROSSING
MAINTAIN MIN. OF 18" VERTICAL
SEPARATION, LOWER WITH 45° BENDS
AND INSULATE WATERMAIN PER DETAIL
SEE PROFILE
FES 1
IE=977.00
6" DIP COMBINED FIRE
AND DOMESTIC
WATER SERVICE, SEE
PROFILE
30 LF 6" PVC
SDR @ 2.00%
CULVERT 2
IE=986.94CULVERT 1
IE=985.72
51 LF 12" HDPE
STORM @2.39%Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C4.1
UTILITY PLAN
..
..
..
..
..
..
UTILITY LEGEND:
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
CATCH BASIN
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
PROPOSED FIRE HYDRANT
MANHOLE
FES AND RIP RAP
24
7
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
6.4
1.
3
1.8
19
.
7
15.8
11.
1
19
.
5
38.6
8.
3
56.6
62
.
1
[A] Concrete Walk
Crosses Property Line
Co
n
c
r
e
t
e
Wa
l
k
w
a
y
Bituminous
Parking Lot
Bituminous
Parking Lot
Bi
t
u
m
i
n
o
u
s
Dr
i
v
e
w
a
y
Overhang
PID: 1411822110004
Address: 4325 Zachary Lane N
PID: 1411822110007
Address: Unassigned
Owner: City of Plymouth
PID: 1411822110007
Address: Unassigned
Owner: City of Plymouth
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
Bituminous
Parking Lot
2016
22
N89°29'39"E 569.49
N0
0
°
3
0
'
2
1
"
W
3
7
8
.
9
9
6" CIP
(Rec)
529.49
37
2
.
4
3
Bituminous Trail
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
Ut
i
l
i
t
y
&
D
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a
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a
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E
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.
N
o
.
5
1
9
9
2
1
3
N89°29'39"E 569.49
N0
0
°
3
0
'
2
1
"
W
3
7
8
.
9
9
N0
1
°
3
0
'
0
5
"
W
2
2
2
.
3
8
N0
0
°
3
0
'
2
5
"
W
1
7
3
.
1
6
N89°25'57"E
9.63
214.65
37
2
.
4
3
Dr
a
i
n
a
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e
&
U
t
i
l
i
t
y
E
a
s
e
m
e
n
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Dr
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a
g
e
&
U
t
i
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i
t
y
E
a
s
e
m
e
n
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Drainage & Utility Easement
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
NO
PA
R
K
I
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CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
32 LF 6" PVC SDR 35
@ 1.00%
16 LF 6" PVC SDR 35
@ 1.00%
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=983.47
15 LF 6" PVC
SDR 35 @ 1.00%
47 LF 6" PVC
SDR 35 @ 1.00%
46 LF 6" PVC
SDR 35 @ 2.00%
11 LF 6" PVC
SDR 35 @ 2.00%
74 LF 6" PVC
SDR 35 @ 2.00%
43 LF 6" PVC
SDR 35 @ 2.00%
120 LF 6" PVC
SDR 35 @ 2.00%
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=983.78
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=983.93
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=984.40
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=983.15
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=982.83
31 LF 6" PVC SDR 35
@ 1.00%
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=983.22
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=982.30
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=980.60
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=979.74
81 LF 6" PVC SDR 35
@ 1.00%
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=982.08
FINAL LOCATIONS OF PVC
DOWNSPOUT CONNECTIONS
SHALL BE COORDINATED
WITH ARCH.
16 LF 6" PVC SDR 35
@ 1.00%
PVC WYE CATCH
BASIN W/ GRATE
RIM=987.75
WYE IE=983.31
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
SU
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PR
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C
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C4.2
UTILITY PLAN -
DOWNSPOUT
CONNECTIONS
..
..
..
..
..
..
GENERAL UTILITY NOTES:
UTILITY LEGEND:
CITY OF PLYMOUTH UTILITY NOTES:
1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
CATCH BASIN
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
PROPOSED FIRE HYDRANT
MANHOLE
FES AND RIP RAP
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR
800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE
ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.
3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR
TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS
FROM THE PLANS.
4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND
SERVICE LINE INSTALLATION" AND "SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY
ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THE
PROJECT SPECIFICATIONS.
5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THE DIRECTION OF THE OWNER.
6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWA
C110, AWWA C153 UNLESS OTHERWISE NOTED.
7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH 40 ASTM D1785, 2665, ASTM
F794, 1866) UNLESS OTHERWISE NOTED.
8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS
UNLESS OTHERWISE NOTED.
9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLARED END SECTION.
10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THE CONTRACTOR IS ULTIMATELY
RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES. COORDINATE WITH ARCHITECTURAL AND MECHANICAL
PLANS.
11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE
SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.
12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED.
13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS. HYDRANT EXTENSIONS ARE
INCIDENTAL.
14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED. EXTRA DEPTH MAY BE
REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH
WATERMAIN IS INCIDENTAL.
15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL
UTILITIES, UNLESS OTHERWISE NOTED.
16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND COORDINATED WITH THE
CITY PRIOR TO CONSTRUCTION.
17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.
18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICAL DRAWINGS.
19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITH ADJACENT CONTRACTORS AND CITY
STAFF.
20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL PAVEMENT
CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE
ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD)
AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED.
ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT
APPROVAL BY THE CITY.
21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHERE REQUIRED. THE
REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET
OWNERS REQUIREMENTS FOR TRAFFIC LOADING.
22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.
23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES. COORDINATE THE INSTALLATION OF
IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACT INSTALLATION OF UTILITIES.
24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER
UPON COMPLETION OF WORK.
25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT. APPROVED RESILIENT
RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, OR OTHER
STRUCTURES.
26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE
TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714, SECTION 1109.0.
27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINT CATCH BASINS 25' IN EACH
DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILE PER PLANS AND GEOTECHNICAL REPORT
RECOMMENDATIONS AND REQUIREMENTS.
24
8
[1
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Address: 4325 Zachary Lane N
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Foundation Area = 14,092 SQ. FT. +/-
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S0
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CONSTRUCTION LIMITS
SAN MH 1
RE=985.86±
IE=976.15
SEE PROFILE
MAKE CONNECTION TO
EXISTING SANITARY
SEWER MANHOLE
EX RIM=982.18
EX IE (N/E)=973.63
(FIELD VERIFY)
PROP IE (E)=973.63
COORDINATE WITH CITY
SEE PROFILE
PROPOSED GATE
VALVE AND VALVE BOX
MAKE WET TAP
CONNECTION TO
EXISTING 24"
WATER MAIN,
COORD. WITH CITY
HYD & GV, SEE
DETAIL.
45° BEND, TYP.
CB 4
RIM=986.02
IE=982.02
CBMH 3
RIM=984.93
IE=977.94
156 LF 12" HDPE
STORM @ 3.00%
25 LF 15" HDPE
STORM @ 1.36%
UTILITY CROSSING
MAINTAIN MIN. OF 18" VERTICAL
SEPARATION. LOWER AND INSULATE
WATERMAIN AS NEEDED
SEE PROFILE
OCS 1
12" RIM=978.30
IE=974.06
361 LF 12" HDPE
STORM @ 1.00%
MAKE CONNECTION TO EXISTING STORM CATCH BASIN
RIM=974.90
EX IE(SW)=970.45
(FIELD VERIFY)
PR. IE(W)=970.45
COORDINATE WITH CITY
6"x6" TEE
8" PVC SDR 35
SEE PROFILE
8" PVC SDR 35, SEE
PROFILE
UTILITY CROSSING
MAINTAIN MIN. OF 18" VERTICAL
SEPARATION, LOWER WITH 45° BENDS
AND INSULATE WATERMAIN PER DETAIL
SEE PROFILE
FES 1
IE=977.00
6" DIP COMBINED FIRE
AND DOMESTIC
WATER SERVICE, SEE
PROFILE
30 LF 6" PVC
SDR @ 2.00%
HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=10'
965
970
975
980
985
990
995
965
970
975
980
985
990
995
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+59
STORM
CROSSING
15" STORM
IE=980.37
7.5' MIN.
COVER
EX
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SANITARY
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216 LF 8" PVC
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SERVICE
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TO 5' FROM
BUILDING
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45
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PROPOSED
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SANITARY
CROSSING
IE=978.50
1.5' MIN.
VERTICAL
SEPARATION
BETWEEN
PIPES, SEE
DETAIL
HYDRANT RISER
SEE PLAN &
DETAIL
6"X6" TEE
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
SU
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C4.3
UTILITY PLAN - WATER
SERVICE PLAN &
PROFILE
..
..
..
..
..
..
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
0
1" = 100'-0"
100'-0"50'-0"
N1HYDRANT LEAD PROFILE
0
1" = 100'-0"
100'-0"50'-0"
N2WATER SERVICE PROFILE
24
9
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
SU
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PR
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c
PR
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ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C5.0
CIVIL DETAILS
..
..
..
..
..
..
BEND
CROSS
TEE45° BEND
WYE
NOTES:
1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED ABOVE, ADJUSTED IF
NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES).
4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS
AND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL.
5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF
2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL
BEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARING
STRESS) X (TABLE VALUE).
PLUGGED CROSS PLUGGED CROSS
EACH AREA IS 1/2 OF
TABULATED AREA
PLUGGED TEE PLUG OR CAP
1/4" PLYWOOD
OVER FACE
OF BOLTSA1
A2
NOMINAL
FITTING SIZE
(INCHES)
TYE, WYE,
PLUG, OR CAP
90° BEND,
PLUGGED
CROSS
TEE PLUGGED
ON RUN
A1 A2
45°
BEND
22.5°
BEND
11.25°
BEND
4 1.0 1.4 1.9 1.4 1.0 --
6 2.1 3.0 4.3 3.0 1.6 1.0 -
10 5.9 8.4 11.8 8.4 4.6 2.6 1.2
12 8.5 12.0 17.0 12.0 6.6 3.4 1.7
14 11.5 16.3 23.0 16.3 8.9 4.6 2.3
16 15.0 21.3 30.0 21.3 11.6 6.0 3.0
18 19.0 27.0 38.0 27.0 14.6 7.6 3.6
20 23.5 33.3 47.0 33.3 18.1 9.4 4.7
24 34.0 48.0 68.0 48.0 26.2 13.6 6.8
6 3.8 5.3 7.6 5.4 2.9 1.5 1.0
THRUST BLOCK
N T S7
DOWELED JOINT BETWEEN TWO PAVEMENTS
N T S
"D" - DENOTES DOWEL DIAMETER
"T" - DENOTES PAVEMENT THICKNESS
NOTES:
1.EITHER ONE PIECE OR THREADED
SPLIT-TYPE DOWEL MAY BE USED.
2.USED THICKENED EDGE ON NEW
PAVEMENT WHEN EXISTING PAVEMENT
HAS THICKENED EDGE.
JOINT SEALANT
DETAIL
DRILL & GROUT DOWEL
PAINT & OIL
END OF DOWEL
DOWEL SCHEDULE
DOWEL SIZE DIA.LENGTH SPACING
8" OR LESS 3 4"16"12" 0.C.
9" - 11"1"16"12" 0.C.
12"-15"1-1/4"20"15" O.C.
16" OR MORE 1-1/2"20"18" O.C.
"T
"
"T
"
/
2
+
/
-
"
D
"
/
2
PROPOSED NEW PVMT/CURB OF OTHER CONC
STRUCTURE, SEE PLAN
EXISTING PVMT. OR EXISTING OR PROPOSED NEW
PVMT./CURB OR OTHER CONC. STRUCTURE, SEE PLAN
5
JOINT SEALANT DETAILS
N T S
NOTES:
1.SEPARATING TAPE OR BACKER
MATERIAL REQUIRED TO PREVENT JOINT
SEALANT FROM FLOWING INTO SAWCUT,
TO SEPARATE NONCOMPATIBLE
MATERIALS AND TO PREVENT SEALANT
FROM BONDING TO BOTTOM OF
RESERVOIR.
2.TOP OF SEALANT WILL BE 1/8" TO 1/4"
BELOW TOP OF PAVEMENT.
D
W
T
W= WIDTH OF SEALANT RESERVOIR
1/2" MINIMUN
5/8" MAXIMUM
EXCEPT FOR 3/4" EXPANSION
JOINTS
D= DEPTH OF SEALANT
1.0 TO 1.5 TIMES W
T= DEPTH OF INTIAL SAWCUT, 1/4 OF
THE SLAB THINKNESS FOR
PAVEMENT LESS THAN 12"
POURED JOINT
SEALANT
SEPARATING TAPE
SEE NOTE 1
SEE NOTE 2
POURED JOINT
SEALANT
SEE NOTE 2
BACKER MATERIAL
SEE NOTE 1
6
1.INSTALLATION AND REINFORCEMENT SHALL BE IN
ACCORDANCE TO A CERTIFIED, ON-SITE A.C.I.
TECHNICIAN AS SPECIFIED.
2.SEE GEO-TECHNICAL RECOMMENDATIONS FOR SOILS
ENGINEER'S PVMT. SECTION REQUIREMENTS.
3.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.
4.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.
5.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL
CURBS.
6.WIRE MESH AND CHAIRS REQUIRED FOR ALL WALKS
OR IN LOCATIONS FOR VEHICULAR TRAFFIC.
THICKENED EDGE CONC. WALK
N T S
6"
6"
NOTE:
COMPACTED SUBGRADE
CLASS 5 AGGREGATE BASE MIN. 6" UNDER
CONCRETE (VERIFY W/ SOILS ENGINEER)
W1.6 X W1.6 WIRE MESH W/ SPACING CHAIRS.
CENTER MESH IN CONC. POUR, ALL DIRECTIONS.
(REGARDLESS OF WALK SECTION CONCRETE DETAIL, MESH IS
REQ. THROUGHOUT ENTIRE WIDTH OF ALL "THICKENED EDGE"
WALKS.)
INSTALL ADJ. MULCH OR LAWN 1" FROM TOP
OF WALK, WHERE APPLICABLE
CONC. PVMT. SECTION - TYP. 5", SEE DETAIL FOR
WALK SECTION, VERIFY W/ SOILS ENGINEER
ADJACENT PVMT., SEE SITE PLAN FOR LAYOUT,
DETAIL FOR SECTION AND VERIFY W/ SOILS
ENGINEER. ENSURE WATER FLOWS AWAY FROM
ALL INSTANCES OF "THICKENED EDGE WALK".
COORDINATE W/ GRADING PLAN
FINISH SURFACE, SEE DETAILS FOR SCORING
PATTERN AND TEXTURE, VERIFY WITH OWNER
CONTROL JOINTS
PER SITE PLAN
6"
1"
5"
4
BITUMINOUS PAVEMENT - ALL TYPES
N T S
"A" WEAR COURSE (MNDOT
2360 - SPWEA340B)
TACK COAT (MNDOT 2357)
"B" BASE COURSE (MNDOT
2360 - SPNWB330B)
"C" CLASS 5 AGGREGATE
SUBBASE (MNDOT 3138)
COMPACTED SUBGRADE
(100% OF STANDARD
PROCTOR MAX. DRY
DENSITY)
PAVEMENT DESIGN
TYPE WEAR (A)BASE (B)AGG.(C)
NOTE:
IF NO DESIGN IS DEFINED IN ABOVE CHART, SEE
GEOTECH REPORT FOR FINAL PAVEMENT SECTION.
IF DESIGN IS DEFINED IN ABOVE CHART, IT SHOULD BE
CONSIDERED FOR BIDDING PURPOSES ONLY. REFER TO
GEOTECH FOR FINAL PAVEMENT SECTION.
1
LIGHT DUTY 1.5"2.0"8.0"
HEAVY DUTY 2.0"2.0"9.0"
NOTES:
1. INSTALL CONSTRUCTION JOINTS AT 10'-0"
O.C. +/-
2. BASE DEPTH DEPENDANT UPON SOIL
CONDITIONS, SEE SOILS REPORT
N T S
SURMOUNTABLE CURB
28"
10-1
2"17-1
2"
7"
4"
11
"
16"
1 2"
FACE OF CURB SLOPE GUTTER 3 4" PER 1'-0"
TIP OUT CONDITION WHERE SHOWN ON
SITE PLAN, MATCH ADJ. PVMT. (MIN. 0.5%
SLOPE OUT)
28
"
R
6
8
"
R
12
"
R
FINISHED GRADE
FINISHED GRADE
COMPACTED SUB-BASE SOIL
COMPACTED CLASS 5 AGG. BASE,
COORDINATE WITH SOILS REPORT FOR
DEPTH - MIN. 6"
ADJ. PVMT. SECTION, SEE DETAILS & PLANS
3
6"
3'
-
6
"
2'
-
6
"
60
"
-
6
6
"
FR
O
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F
S
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N
1/
2
"
ACCESSIBLE SIGN AND POST
N T S
1'-6"
NOTE:
1. SIGN SHALL BE AS SPECIFIED.
2. BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING
GRADE, SEE SIGN POST INSTALLATION DETAIL
3. VERIFY POST PAINT C0LOR WITH LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
14" METAL PLATE WELDED TO BOTTOM OF 6” PIPE
COMPOUND FILL ANNULAR SPACE TO 1" FROM TOP WITH SILICA
SAND
MATERIAL VARIES, SEE PLAN & DETAILS
10° SLOPE, TYP. ALL AROUND
1" SILICONE RUBBER OR ASPHALTIC CAULKING COMPOUND
6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1 COAT OF
APPROPRIATE PRIMER AND TWO COATS SIGN ENAMEL. FILL
ANNULAR SPACE WITH GROUT. COVER WITH YELLOW "IDEAL
SHIELD" PLASTIC COVER.
GREEN POWDER COATED STEEL SQUARE POST AS SPECIFIED
METAL SIGN ACCORDING TO MN STATE CODE
GALVANIZED STEEL FASTENER (TYP. OF 2)
EXTEND POST PAST TOP OF POST
9
ACCESSIBLE PARKING PAVEMENT MARKING
N T S
CI
T
Y
C
O
D
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PE
R
8'
MIN.
NO
PARKING
8'
MIN.
8'
MIN.
NOTE:
1.ADHERE TO ALL STATE & FEDERAL ADA
STANDARDS FOR PARKING, PAINT &
SIGNAGE.
2.VERIFY AND LAYOUT ALL PAINTED FORMS &
STRIPING PRIOR TO INSTALLATION
3.SEE PLAN FOR ACTUAL PARKING SPACES
LAYOUT
4.ALL PAINT COLORS MUST CONFORM TO
STATE AND FEDERAL ADA STANDARDS
NO
PARKING
NO
PARKING
4" WIDE PAINTED STRIPING, 45°
CROSS STRIPE PATTERN AT 2'
O.C. AT ACCESS AISLE
FACE OF CURB
ADJ. SIDEWALK
ACCESSIBLE CURB RAMP.
SEE GRADING & DETAILS
HANDICAP SIGN, CENTERED AT HEAD
OF PARKING SPACE AND ACCESS
AISLE 2' MIN,. AND 8' MAX. FROM FACE
OF CURB
HANDICAP PARKING ACCESS AISLE
WITH PAINTED 12" HIGH LETTERING
OF "NO PARKING" CENTERED
TOWARD DRIVE AISLE
NO PARKING SIGN CENTERED AT
HEAD OF SPACE ON CENTER
STRIPE
HANDICAP PARKING SPACE WITH
PAINTED INTERNATIONAL
SYMBOL OF ACCESSIBILITY WITH
CONTRASTING SQUARE
BACKGROUND, CENTERED
TOWARD DRIVE AISLE
NOTE: FOR REFERENCE ONLY, USE
STANDARD ADA PVMT. PAINT
TEMPLATE
6" RADIUS
12" DIAMETER
6" LINE WIDTH FOR FIGURE
6" LINE WIDTH OUTSIDE BORDER
5'-6" SQUARE OVERALL
18" RADIUS "WHEEL" SHAPE
PAINTED SYMBOL DIAGRAM
8
FINISHED GRADENOTES:
1.INCLUDE DOWELING BETWEEN ALL CONC. PVMTS, &
CURB STRUCTURES, SEE DOWELING DETAIL.
2.ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBER
REINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PER
ASTM C1116
3.INSTALLATION SHALL BE CERTIFIED AND IN
ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS
SPECIFIED.
4.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS
WEIGHT REQUIREMENTS.
5.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.
6.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.
7.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL
CURBS.
8.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH
REPORT FOR FINAL PAVEMENT SECTION.
9.IF DESIGN IS DEFINED IN CHART, IT SHOULD BE
CONSIDERED FOR BIDDING PURPOSES ONLY. REFER
TO GEOTECH FOR FINAL PAVEMENT SECTION.
CONCRETE PVMT./WALK/PAD
3"
2"
N T S (PRIVATE PROPERTY)
TOOLED CONTROL JOINT, SEE DETAIL (TYP.)
LIGHT BROOM FINISH
PERPENDICULAR TO TRAFFIC
"A" CONCRETE AS SPECIFIED
"B" CLASS 5 AGGREGATE BASE
COMPACTED SUBGRADE
THIS OCCURS ONLY WHERE MULCH MEETS EDGE
OF WALK
LEAVE TOP OF MULCH DOWN 1" FROM TOP OF WALK
PAVEMENT DESIGN
TYPE CONC. (A)AGG.(B)
3 LBS. / C.Y. CONC. MACRO-FIBER REINFORCING
1.CURING:
1.1.APPLY CURING COMPOUNDS IMMEDIATELY UPON FINISHING
OF CONC. SURFACE.
1.2.ALL CONC. SURFACES SHALL HAVE CURING COMPOUNDS
ALLIED PER ASTM C-309. AT 200 S.F. PER GAL.
1.3.ALL CURING COMPOUNDS SHALL BE TYPE 1 (CLEAR) AND
CONTAIN ACRYLIC BASED CLASS B RESTRICTED RESIN
SOLIDS.
2
WALKS 5"6"
CONC. PVMT.6"6"
25
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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..
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C5.1
CIVIL DETAILS
..
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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PR
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
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..
..
..
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COPYRIGHT CIVIL SITE GROUP INC.c
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C5.2
CIVIL DETAILS
..
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INFILTRATION - SANDY SOILS
D
24"
3H:1L MAX.
BIO-INFILTRATION BASIN (RAIN GARDEN - TYP.)
N T S
TYPICAL SECTION VIEW
1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TO
PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.
2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENT
LAND DISTURBING ACTIVITY BEGINS.
3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.
4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINAL
GRADE OF BIORETENTION DEVICE.
5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINS
LEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROM
CLOGGING.
6.PERFORM ALL OTHER SITE IMPROVEMENTS.
7.PLANT ALL AREAS AFTER DISTURBANCE.
8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.
9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.
10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE.
11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA IS
ADEQUATELY VEGETATED.
GENERAL NOTES
1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWING
EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUING
CONSTRUCTION.
2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVING
EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.
3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED,
UNLESS OTHERWISE NOTED.
CONSTRUCTION SEQUENCING
SEE GRADING AND LANDSCAPE PLANS
FOR AREA SURROUNDING BASIN
UNDISTURBED, UNCOMPACTED INSITU SOIL
NET LESS EROSION BLANKET IN BOTTOM OF
BASIN. SLIT BLANKET TO ALLOW PLANT
MATERIAL SURFACE IF PLUG PLANTING IS TO
BE USED, SEE GRADING AND LANDSCAPE
PLANS
MIN.PLANTING MEDIUM DEPTH 24"
WITH A WELL BLENDED MEDIA MIX (BY VOLUME):
60-70% CONSTRUCTION SAND (FREE OF DELETERIOUS MATERIALS),
15-25% TOP SOIL (SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE WITH
LESS THAN 5% CLAY CONTENT),
AND 15-25% ORGANIC MATTER (MNDOT GRADE 2 COMPOST)
SEE GRADING PLAN FOR DEPTH
PLANT MATERIAL, SEE LANDSCAPE PLAN
SIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANS
6-8" CRUSHED ANGULAR RIP RAP IN BOTTOM OF BASIN
CONSTRUCTION SAND
(UNDER ROCK WINDOW ONLY)
MUST OVER EXCAVATE DOWN
TO SUITABLE SOILS. FIELD
VERIFY WITH SOILS ENGINEER
1
25
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
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COPYRIGHT CIVIL SITE GROUP INC.c
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
C5.3
CIVIL DETAILS
..
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25
3
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility &
Drainage
Easement
Per Doc. No.
5199213
[14] Permanent Easement
for Street & Utility purposes
Per Doc. No. 7034422
[1
4
]
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PID: 1411822110004
Address: 4325 Zachary Lane N
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
Edge of
Woods
2016 20
26
14
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24
"
D
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N89°29'39"E 569.49
N0
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2
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3
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S84°45'21"E 572
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[14] Permanent Easement
for Trail & Utility purposes
Per Doc. No. 7034422
2
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[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility &
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[14] Permanent Easement
for Street & Utility purposes
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PID: 1411822110004
Address: 4325 Zachary Lane N
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
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Woods
2016 20
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2
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HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
3 - BF
5 - MS
9 - TT2
7 - TT2
3 - BF
5 - PT
5 - AS
5 - UP
5 - CE2
3 - MS
5 - OV
3 - BF
3 - RB
1 - BF
1 - EK
8 - PL
7 - DL
5 - SGJ
10 - CA2
9 - SL
5 - SGJ
7 - ST
7 - SH2
7 - PL
5 - AT2
5 - AT2
5 - HA
5 - ST
5 - HA
5 - DL
5 - PL
3 - CS
1 - QB
1 - QB
SSNV2
SSNV
BG
BG
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8 - SM
13 - SA2
8 - AT2
6 - SL
8 - AT2
6 - HJ2
6 - HJ2
9 - AT2
7 - SA2
3 - HJ2
3 - HJ2
7 - LDN
9 - NL2
9 - NL2
7 - LDN
5 - EP
12 - AB3
7 - EP
10 - SL
7 - SA2 8 - AT2
7 - HG 11 - HG
8 - AT2
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3 - EK
2 - EK
REVISION SUMMARY
DATE DESCRIPTION
L1.0
LANDSCAPE PLAN
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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COPYRIGHT CIVIL SITE GROUP INC.c
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LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
25821
Robert L. Binder
12/22/22
CITY PROJECT NUMBER:2022-080
LANDSCAPE NOTES:
0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED CANOPY TREE SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES
AND PLANTING SIZES
LEGEND
MULCH SCHEDULE
AREA MULCH TYPE EDGING FABRIC REMARKS
TREE RINGS 4" DEPTH, SHREDDED CEDAR NO NO SEE DETAIL SHT. L1.1
MAINT. STRIP AT BUILDING FOUNDATION 3" DEPTH, 1.5" SCREENED ROCK MULCH YES YES
NATIVE SEED AREAS DOUBLE NATURAL NET STRAW BLANKET NA NO STAPLED IN PLACE SEE DETAIL SHT. 1.1
NOTE: COORDINATE ALL MULCH AND PLANTING BED MATERIAL PRIOR TO INSTALLATION, PROVIDE SAMPLES AND SHOP DRAWINGS/PHOTOS/DATA SHEETS OF ALL
MATERIALS
EDGING - SHALL BE COMMERCIAL GRADE, 4" DEPTH ALUMINUM,
BLACK OR DARK GREEN IN COLOR, INCLUDE ALL CONNECTORS,
STAKES, & ALL APPURTENANCES PER MANUF. INSTALL PER MANUF.
INSTRUC./SPECS.
1.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH ROCK MULCH & EDGING - SEE SCHEDULE BELOW
2.ALL TREES SHALL BE MULCHED TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN
A MINIMUM OF 2" FROM TREE TRUNK. SEE MULCH SCHEDULE BELOW.
3.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE
FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR
DURATION OF ACCEPTANCE PERIOD.
4.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THE QUANTITY SHOWN ON THE
PLAN, THE SCHEDULE SHALL GOVERN AND CONTRACTOR SHALL RECONCILE BETWEEN THE TWO BEFORE INSTALLATION.
5.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OF THE CONTRACT.
LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWING SEASONS FROM SUBSTANTIAL
COMPLETION DATE.
6.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE MIN. 6" LAYER TOPSOIL AND SOD/SEED AS SPECIFIED UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
7.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORS AND WINDOWS.
CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
8.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.
9.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.
10.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.
11.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE AND CAPABLE OF ALTERNATE
DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BE CAPABLE OF DELIVERING ONE INCH OF
PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLIC RIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.
12.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIOR TO INSTALLATION.
SEE SHEET L1.1 FOR PLANTING SCHEDULE
LANDSCAPE REQUIREMENT CALCULATIONS
SEE PARK SEEDING AREAS ON NOTES AND DETAILS PAGE
25
4
DECIDUOUS & CONIFEROUS SHRUBS (SHOWN AT 4' DIA.)
TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
AS 5 Sugar Maple / Acer saccharum 2.5" Cal. B&B NATIVE Y
RB 3 River Birch / Betula nigra 2.5" Cal. B&B NATIVE N
CS 3 Northern Catalpa / Catalpa speciosa 2.5" CAL. B&B NATIVE
EK 6 Espresso Kentucky Coffeetree / Gymnocladus dioica `Espresso`2.5" Cal. B&B NATIVE CULTIVAR N
QB 2 Swamp White Oak / Quercus bicolor 2.5" Cal. B&B NATIVE Y
UP 5 American Elm / Ulmus americana `Princeton`2.5" Cal. B&B NATIVE CULTIVAR Y
EVERGREEN TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
BF 10 Balsam Fir / Abies balsamea 6` B&B NATIVE
TT2 16 Techny Arborvitae / Thuja occidentalis `Techny`6` B&B NOT NATIVE
ORNAMENTAL TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
CE2 5 Eastern Redbud Multi-trunk / Cercis canadensis #20 CLUMP NOT NATIVE Y
MS 8 Spring Snow Crabapple / Malus x `Spring Snow`1.5" Cal. B&B NATIVE CULTIVAR Y
OV 5 American Hophornbeam / Ostrya virginiana 1.75" Cal B&B NATIVE Y
STREET TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
PT 5 Quaking Aspen / Populus tremuloides 2.5" Cal. B&B NATIVE N
SHRUBS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
CA2 10 Arctic Fire Dogwood / Cornus sericea `Arctic Fire`#5 CONT NATIVE CULTIVAR Y
DL 12 Dwarf Bush Honeysuckle / Diervilla lonicera #5 CONT NATIVE Y
HA 20 Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONT NOT NATIVE Y
HJ2 18 Kalm St. Johnswort / Hypericum kalmianum #2 CONT NATIVE Y
SGJ 10 Sea Green Juniper / Juniperus chinensis `Sea Green`#5 CONT NOT NATIVE N
LDN 14 Little Devil Ninebark / Physocarpus opulifolius `Donna May` TM #5 CONT NATIVE CULTIVAR Y
ST 12 Birchleaf Spirea / Spiraea betulifolia `Tor`#5 CONT NOT NATIVE Y
SM 8 Dwarf Korean Lilac / Syringa meyeri `Palibin`#7 CONT NOT NATIVE Y
GRASSES QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
AB3 12 Blackhawks Big Bluestem / Andropogon gerardii 'Blackhawks'#1 CONT NATIVE CULTIVAR Y
SL 25 Little Bluestem Grass / Schizachyrium scoparium #1 CONT NATIVE Y
SH2 7 Prairie Dropseed / Sporobolus heterolepis #1 CONT NATIVE Y
PERENNIALS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
AT2 52 Summer Beauty Globe Lily / Allium tanguticum `Summer Beauty`#1 CONT NOT NATIVE Y
EP 12 Coneflower / Echinacea purpurea #1 CONT NATIVE Y
HG 18 Guacamole Plantain Lily / Hosta x `Guacamole`#1 CONT NOT NATIVE Y
NL2 41 Catmint / Nepeta racemosa `Little Titch`#1 CONT NOT NATIVE Y
PL 21 Little Spire Russian Sage / Perovskia atriplicifolia `Little Spire`#1 CONT NOT NATIVE Y
SA2 27 Showy Stonecrop / Sedum spectabile `Autumn Fire`#1 CONT NOT NATIVE Y
PLANT SCHEDULE
GROUND COVERS CODE COMMON / BOTANICAL NAME SIZE
SSNV2 Shooting Star Dry Short Parairie Mix / Dry Short Prairie Seed Mix
Shooting Star Native Seed: Dry Short Prairie Seed Mix.Seed Mix
SSNV
Lower Basin Native Seed Mix
MNDOT 34-262 WET PRAIRIE, PER MNDOT SEEDING
MANUAL SPECIFICATIONS (2014)
Seed Mix
RM1
Rock Maintanence Strip / Rock Maintanence Strip
1" River rock over filter fabric, include edging as shown &
needed. See detail.
Mulch
SM3 Shredded Cedar Mulch / Shredded Hardwood Mulch Mulch
BG Blue Grass Based / Sod
Commercial grade, locally grown, "Big Roll" preferred Sod
PLANT SCHEDULE
214.65
CONSTRUCTION LIMITSCONSTRUCTION LIMITS
7 - TT2
RM1
SSNV2
SSNV2
REVISION SUMMARY
DATE DESCRIPTION
L1.1
LANDSCAPE PLAN
NOTES & DETAILS
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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COPYRIGHT CIVIL SITE GROUP INC.c
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LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED LANDSCAPE ARCHITECT UNDER
THE LAWS OF THE STATE OF MINNESOTA.
25821
Robert L. Binder
12/22/22
CITY PROJECT NUMBER:2022-080
1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEW
AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWER
CONNECTIONS.
3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANY
EXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNE
ENTIRELY BY THE CONTRACTOR.
4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PER
NATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THE
LANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.
5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE AND
METERING FACILITIES.
6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.
7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.
8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.
9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.
10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT.
EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.
11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO
2'-0" ABOVE FINISHED GRADE AND CAPPED.
12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADE
PRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.
13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.
14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.
15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVER
POSSIBLE.
16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.
17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USE
MOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TO
EACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODE
ALL WIRES.
18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARC
ON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.
19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.
20.USE SCREENS ON ALL HEADS.
21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.
22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.
23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATH
VALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.
24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.
IRRIGATION NOTES:
FACE OF BUILDING, WALL, OR STRUCTURE
MIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TO
LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION
FINISHED GRADE
COMPACTED SUBGRADE
WATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED
18" - VERIFY W/ PLAN
AGGREGATE MAINTANENCE STRIP
N T S
STAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'S
INSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENT
SLOPE - MIN. 2%, MAX. 5:1
VERIFY W/ GRADING PLAN
1
Know what's below.
before you dig.Call
R
PERENNIAL BED PLANTING
N T S
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
EXISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP
MULCH MIN. 2" FROM PLANT STEM
BACKFILL AS PER SPECIFICATION
DO NOT EXCAVATE BELOW ROOTBALL.
SIZE VARIES
SEE LANDSCAPE PLAN
MODIFY EXCAVATION BASED ON LOCATION OF PLANT
MATERIAL AND DESIGN OF BEDS OR OVERALL PLANT
PLACEMENT
4
DECIDUOUS & CONIFEROUS SHRUB PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE
ARCHITECT TO IMPROVE APPEARANCE (RETAIN
NORMAL SHAPE FOR SPECIES)
PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVE
SURROUNDING GRADE
ROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TO
ENSURE PROPER BACKFILL-TO-ROOT CONTACT
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
EXISTING GRADE
ROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPE
NOTES AND PLAN NOTES FOR MULCH TYPE. KEEP
MULCH MIN. 2" FROM PLANT TRUNK
BACKFILL AS PER SPECIFICATION
DO NOT EXCAVATE BELOW ROOTBALL.
THREE TIMES WIDTH
OF ROOTBALL
RULE OF THUMB - MODIFY EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS
OR OVERALL PLANT PLACEMENT
3
LEGEND
PROPOSED PERENNIAL PLANT SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED DECIDUOUS AND EVERGREEN SHRUB SYMBOLS - SEE
PLANT SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED ORNAMENTAL TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED EVERGREEN TREE SYMBOLS - SEE PLANT
SCHEDULE AND PLAN FOR SPECIES AND PLANTING SIZES
PROPOSED CANOPY TREE SYMBOLS - SEE PLANT SCHEDULE
AND PLAN FOR SPECIES AND PLANTING SIZES
EDGING
THREE TIMES WIDTH
OF ROOTBALL
DECIDUOUS & CONIFEROUS TREE PLANTING
N T S
PRUNE AS FIELD DIRECTED BY THE LANDSCAPE
ARCHITECT TO IMPROVE APPEARANCE (RETAIN
NORMAL TREE SHAPE)
THREE 2"X4"X8' WOODEN STAKES, STAINED BROWN
WITH TWO STRANDS OF WIRE TWISTED TOGETHER.
STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.
WIRE SHALL BE THREADED THROUGH NYLON
STRAPPING WITH GROMMETS. ALTERNATE STABILIZING
METHODS MAY BE PROPOSED BY CONTRACTOR.
TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVE
EXISTING GRADE
MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF
PLANTING BED, IF APPLICABLE. ROCK OR ORGANIC
MULCH, SEE GENERAL LANDSCAPE NOTES AND PLAN
NOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROM
PLANT TRUNK
EXISTING GRADE
CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT
BALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELY
SLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OF
PLANTING BED
BACKFILL AS SPECIFIED
COMPACT BOTTOM OF PIT, TYP.
RULE OF THUMB - MODIFY EXCAVATION BASED ON
LOCATION OF PLANT MATERIAL AND DESIGN OF BEDS
OR OVERALL PLANT PLACEMENT
2
0
1" = 10'-0"
10'-0"5'-0"
N1PARK LANDSCAPE PLANTING EXHIBIT
25
5
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[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility &
Drainage
Easement
Per Doc. No.
5199213
[14] Permanent Easement
for Street & Utility purposes
Per Doc. No. 7034422
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PID: 1411822110004
Address: 4325 Zachary Lane N
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
ROCKFORD ROA
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(
C
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A
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Edge of
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2016 20
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8" PVC
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0
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1
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3
7
8
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9
9
S84°45'21"E 572
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3
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Monument Sign
[14] Permanent Easement
for Trail & Utility purposes
Per Doc. No. 7034422
40.00
[16]
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(C.S.A.H. NO.
9
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Drainage & Utility Easement
314.84
94.56
N84°12'03"W
33.34
S0
0
°
3
0
'
2
1
"
E
1
7
5
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S89°29'39"W
10.01
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5
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°
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'
1
0
"
W
7
8
.
3
5
10
10
HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
CONSTRUCTION LIMITS
CONSTRUCTION
ENTRANCE
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
INLET PROTECTION AT
CATCH BASINS, TYP
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
CONCRETE WASHOUT
AREA. CONTRACTOR
TO PROVIDE
TEMPORARY SIGNAGE
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
SU
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T
E
L
I
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I
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43
3
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PR
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
..
..
..
..
..
10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
..
..
..
..
..
..
..
COPYRIGHT CIVIL SITE GROUP INC.c
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
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CO
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T
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I
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N
59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
SW1.0
SWPPP - EXISTING
CONDITIONS
..
..
..
..
..
..
0
1" = 20'-0"
20'-0"10'-0"
N
1. STREET SWEEPING IS REQUIRED A MINIMUM OF ONCE PER WEEK OR AS
DIRECTED BY CITY ENGINEER.
CITY OF PLYMOUTH EROSION CONTROL NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT
"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,
48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR
REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST
TO THE OWNER.
2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDES
PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROL
PERMITS REQUIRED BY THE CITY.
3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS,
AND PRACTICES.
4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES.
5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS,
AND COMPLIANCE WITH NPDES PERMIT.
SWPPP NOTES:
Know what's below.
before you dig.Call
R
LEGEND:
EX. 1' CONTOUR ELEVATION INTERVAL
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
1.0' CONTOUR ELEVATION INTERVAL
SILT FENCE / BIOROLL - GRADING LIMIT
EROSION CONTROL BLANKET
ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND
MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM
REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING
THE COURSE OF CONSTRUCTION.
25
6
[1
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]
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1
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[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility & Drainage Easement
Per Doc. No. 5199213
[12] Utility &
Drainage
Easement
Per Doc. No.
5199213
[14] Permanent Easement
for Street & Utility purposes
Per Doc. No. 7034422
[1
4
]
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PID: 1411822110004
Address: 4325 Zachary Lane N
1 Story Stucco/Brick Sided Building
Foundation Area = 14,092 SQ. FT. +/-
ROCKFORD ROA
D
(
C
.
S
.
A
.
H
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N
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.
9
)
Edge of
Woods
2016 20
26
14
22
24
"
D
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(
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c
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Cross
12" RCP
8" PVC
8" PVC
[14] Permanent Easement
for Trail & Utility purposes
Per Doc. No. 7034422
40.00
2
"
W
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2
1
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Utility & Drainage Easement
Per Doc. No. 5199213
40.00
6.56
N0
1
°
3
0
'
0
5
"
W
2
2
2
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3
8
N0
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2
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W
1
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N89°25'57"E
9.63
214.65
37
2
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3
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0
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1
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3
9
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1
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C
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A
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A
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N
O
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2
1
0
.
1
6
N84°12'03"W 2
8
9
.
2
2
S47
°
2
2
'
0
9
"
W
44.
6
8
6
6
6
6
6
6
6
6
6
ROCKFORD RO
A
D
(C.S.A.H. NO.
9
)
Dr
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Drainage
&
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Drainage & Utility Easement
314.84
94.56
N84°12'03"W
33.34
S0
0
°
3
0
'
2
1
"
E
1
7
5
.
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5
S89°29'39"W
10.01
S0
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°
3
0
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2
3
9
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4
N52
°
4
9
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4
7
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4
9
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°
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1
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6
1
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S87°12'56"E 61.76
65
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5
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6
N
2
1
°
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3
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1
0
"
W
7
8
.
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HAP-1
HAP-2
HAP-3
HAP-4
HAP-5
HAP-6
HAP-7
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CONSTRUCTION LIMITS
CONSTRUCTION
ENTRANCE
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
INLET PROTECTION AT
CATCH BASINS, TYP
PERIMETER
EROSION CONTROL
AT CONSTRUCTION
LIMITS, TYP.
PLACE EROSION
CONTROL BLANKET
ON ALL SLOPES 4:1 OR
STEEPER, TYP.
(MNDOT CATEGORY 3)
CONCRETE WASHOUT
AREA. CONTRACTOR
TO PROVIDE
TEMPORARY SIGNAGE
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
INLET PROTECTION AT
WYE CATCH BASIN,
TYP
INLET PROTECTION AT
WYE CATCH BASIN,
TYP
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
SW1.1
SWPPP - PROPOSED
CONDITIONS
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0
1" = 20'-0"
20'-0"10'-0"
N
Know what's below.
before you dig.Call
R
1. FOLLOW MN STORMWATER MANUAL AND MPCA PERMIT REQUIREMENTS.
CITY OF PLYMOUTH EROSION CONTROL NOTES:
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT
"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,
48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR
REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST
TO THE OWNER.
2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA
NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION
CONTROL PERMITS REQUIRED BY THE CITY.
3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,
DESCRIPTIONS, AND PRACTICES.
4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL
NOTES.
5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS,
AND COMPLIANCE WITH NPDES PERMIT.
SWPPP NOTES:
LEGEND:
EX. 1' CONTOUR ELEVATION INTERVAL
INLET PROTECTION
STABILIZED CONSTRUCTION ENTRANCE
DRAINAGE ARROW
1.0' CONTOUR ELEVATION INTERVAL
SILT FENCE / BIOROLL - GRADING LIMIT
EROSION CONTROL BLANKET
ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, AND
MEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUM
REQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURING
THE COURSE OF CONSTRUCTION.
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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COPYRIGHT CIVIL SITE GROUP INC.c
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
SW1.2
SWPPP - DETAILS
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OVERFLOW AT TOP OF
FILTER ASSEMBLY
OVERFLOW IS 12 OF THE CURB
BOX HEIGHT
HIGH-FLOW FABRIC
FILTER ASSEMBLY DIAMETER, 6"
ON-GRADE 10" AT LOW POINT
EXISTING CURB, PLATE, BOX,
AND GRATE
NOTES:
1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.
2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEM
AFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.
3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.
CURB INLET FILTER
N T S1
TAMP THE TRENCH FULL OF SOIL.
SECURE WITH ROW OF STAPLES,
10" SPACING, 4" DOWN FROM
TRENCH
OVERLAP: BURY UPPER END
OF LOWER STRIP AS IN 'A'
AND 'B'. OVERLAP END OF
TOP STRIP 4" AND STAPLE.
EROSION STOP: FOLD OF MATTING
BURIED IN SILT TRENCH AND
TAMPED. DOUBLEROW OF
STAPLES.
PLACE STAPLES 2 FEET APART
TO KEEP MATTING FIRMLY
PRESSED TO SOIL.
'D'
'C'
'B'BURY THE TOP END OF THE
MATTING IN A TRENCH 4" OR
MORE IN DEPTH
TYPICAL STAPLE #8
GAUGE WIRE
1 1/2"
10
"
OVERFALL'E'
'A'
NOTE:
1. PLACE STAPLES 2 FEET APART TO
KEEP MATTING FIRMLY PRESSED TO
SOIL.
EROSION BLANKET
N T S2
FILTER FABRIC AS SPECIFIED
EXISTING GROUND
SURFACE
DIRECTION OF FLOW
WOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.
WHEN INSTALLED ON GROUND. IF INSTALLED ON
PVMT. PROVIDE SANDBAGS BEHIND AND ON TOP AT
MIN. 10' O.C.
8"
M
I
N
.
SEDIMENT BIO-ROLL / COMPOST FILTER LOG
N T S
FILLER AS SPECIFIED
NOTE:
1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.
2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%
PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.
3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".
4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.
5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARY
BY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.
FILL UPSTREAM BASE EDGE WITH
2" OF DIRT OR COMPOST TO
EMBED ROLL.
3
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
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civilsitegroup.com 612-615-0060
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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COPYRIGHT CIVIL SITE GROUP INC.c
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
SW1.3
SWPPP - NARRATIVE
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OWNER INFORMATIONTRAINING SECTION 21
PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENT
STORM WATER MANAGEMENT SYSTEM
PERMANENT STORMWATER MANAGEMENT IS REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THE
PROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.
AREAS AND QUANTITIES:
SWPPP CONTACT PERSON
CONTRACTOR:SWPPP INSPECTOR TRAINING:
ALL SWPPP INSPECTIONS MUST BE PERFORMED BY A
PERSON THAT MEETS THE TRAINING REQUIREMENTS OF THE
NPDES CONSTRUCTION SITE PERMIT.
TRAINING CREDENTIALS SHALL BE PROVIDED BY THE
CONTRACTOR AND KEPT ON SITE WITH THE SWPPP
NOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT
QUANTITIES FOR BIDDING AND CONSTRUCTION.
PROJECT NARRATIVE:
PROJECT IS THE DEVELOPMENT OF A NEW SENIOR LIVING FACILITY TO AN EXISTING CHURCH SITE. SITE, GRADING, UTILITY AND LANDSCAPE
IMPROVEMENTS WILL OCCUR.
NATIVE BUFFER NARRATIVE:
PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOT
LOCATED ON SITE.
SOIL CONTAMINATION NARRATIVE:
SOILS ONSITE HAVE NOT BEEN IDENTIFIED AS CONTAMINATED. SINCE NO CONTAMINATION EXISTS, INFILTRATION IS FEASIBLE AS LONG AS SOIL
TYPE IS CONDUCIVE TO INFILTRATION.
SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):
THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO BOTH LOST LAKE AND SCHMIDT LAKE - LOST AND SCHIMDT LAKE ARE NOT IDENTIFIED AS
IMPAIRED WATER BODIES PER THE MPCA'S 303(D) IMPAIRED WATERS LIST. BECAUSE THESE WATERS ARE LOCATED WITHIN ONE MILE OF THE
SITE, BMPS AS DEFINED IN THE NPDES PERMIT ITEMS 23.9 AND 23.10 APPLY. THESE ARE AS FOLLOWS:
1.DURING CONSTRUCTION:
A.STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED
LATER THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
PERMANENTLY CEASED.
B.TEMPORARY SEDIMENT BASIN REQUIREMENTS DESCRIBED IN SECTION 14. MUST BE USED FOR COMMON DRAINAGE LOCATIONS THAT
SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME.
PERMANENT STABILIZATION NOTES SITE SPECIFIC:
PERMANENT SEED MIX
·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.
··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PER
ACRE.
··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.
·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.
SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:
THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.
THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THE
CONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.
SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):
CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:
ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENT
ATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLIST
ATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMS
ATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.
ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.
DESIGN ENGINEER: MATTHEW R. PAVEK P.E.
TRAINING COURSE: DESIGN OF SWPPP
TRAINING ENTITY: UNIVERSITY OF MINNESOTA
INSTRUCTOR: JOHN CHAPMAN
DATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011
TOTAL TRAINING HOURS: 12
RE-CERTIFICATION: 2/27/2020 (8 HOURS), EXP. 5/31/2023
THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL OR
WHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL
PERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNING
EROSION AND SEDIMENTATION CONTROL.
STORMWATER DISCHARGE DESIGN REQUIREMENTS
SWPPP
THE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS AND
SPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE)
FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY AND
PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPP
DOCUMENT.
THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:
1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE
2. INSTALLATION OF SILT FENCE AROUND SITE
3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS
4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS
5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL
6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)
7. CLEAR AND GRUB REMAINDER OF SITE
8. STRIP AND STOCKPILE TOPSOIL
9. ROUGH GRADING OF SITE
10. STABILIZE DENUDED AREAS AND STOCKPILES
11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES
12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S
13. INSTALL STREET SECTION
14. INSTALL CURB AND GUTTER
15. BITUMINOUS ON STREETS
16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH
17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND
18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)
19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING,
REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.
RECORDS RETENTION:
THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE
KEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THE
SITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.
ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARS
AFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THE
NOT.
1.THE FINAL SWPPP;
2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;
3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONS
AND MAINTENANCE);
4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OF
WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND
5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT
SYSTEMS.
SWPPP IMPLEMENTATION RESPONSIBILITIES:
1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OF
ALL OF THE CONTRACTOR'S SUBCONTRACTORS.
3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION
PREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS AND
IMPLEMENTATION OF THE SWPPP.
4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCT
INSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITH
THE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION
WITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESE
INDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITH
THE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEEN
DETERMINED. DOCUMENTATION SHALL INCLUDE:
4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION
21 OF THE PERMIT.
4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.
4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.
5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER IS
EXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATER
MANAGEMENT SYSTEM.
CONSTRUCTION ACTIVITY REQUIREMENTS
SWPPP AMENDMENTS (SECTION 6):
1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE
ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION
DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.
2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT
PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,
OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF
POLLUTANTS TO SURFACE WATERS OR GROUNDWATER.
3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT
PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR
OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY
MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE
CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210,
SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.
BMP SELECTION AND INSTALLATION (SECTION 7):
1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN
APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND
ACCEPTED ENGINEERING PRACTICES.
EROSION PREVENTION (SECTION 8):
1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.
2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN
STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION
PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).
3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED
IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON
ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUST
BE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS
NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES.
STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC
COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT
PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.
4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING
SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS
WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE
RESTRICTION PERIOD.
5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR
PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING
TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF
TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE
WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY
CEASES.
6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING
CONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE
STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT
CONTAINMENT SYSTEM CEASES
7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION
PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE
DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.
8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS
AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.
9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN
ACCORDANCE WITH SECTION 11.
SEDIMENT CONTROL (SECTION 9):
1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND
DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS.
PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST
INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEP
THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.
2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE
MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES
OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL
PRACTICES AS REQUIRED IN ITEM 6.3.
3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT
CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS
APPROPRIATE FOR SITE CONDITIONS.
4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN
WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY
(E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN
UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.
5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE
SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE
SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE
NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.
6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY
ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.
7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET
FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,
CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE
NEED FOR REMOVAL IN THE SWPPP.
8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON
THE DOWNGRADIENT PERIMETER.
9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING
STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE
STORMWATER.
10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE
CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE.
11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT
TRACKING ONTO THE STREET.
12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14.
13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLE
AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION.
14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE.
15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE.
16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE
REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE
PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL
PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL
BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER
CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE,
PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF
INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER.
17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE
WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS
PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT
CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM
FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.
DEWATERING AND BASIN DRAINING (SECTION 10):
1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING
(E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN
ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK
TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2)
WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN
PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE
DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.
2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR OR
SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.
3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOES
NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN
THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.
4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL,
RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH
WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.
INSPECTIONS AND MAINTENANCE (SECTION 11):
1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTION
SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL
EVENT GREATER THAN 1/2 INCH IN 24 HOURS.
2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.
3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION
MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR
SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER
DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF
FIELD CONDITIONS PREVENT ACCESS TO THE AREA.
4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND
CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION.
PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS,
CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN
EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF
DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE
ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN
SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE
AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE
WATERS.
5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS
WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES.
PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF
APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.
6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME
NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.
7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE
DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.
8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE
IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.
9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:
a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION
ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR
b.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING
ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE
SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO
RESUME IF CONDITIONS WARRANT; OR
c.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY
BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING
CONSTRUCTION, WHICHEVER COMES FIRST.
10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED
AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:
a.DATE AND TIME OF INSPECTIONS; AND
b.NAME OF PERSONS CONDUCTING INSPECTIONS; AND
c.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE
NEEDED; AND
d.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND
e.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH
EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED
ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM
THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND
f.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH
AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN,
AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND
g.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS
REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.
POLLUTION PREVENTION MANAGEMENT (SECTION 12):
1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR
TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH
STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE
OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.
2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC
SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE
CONTACT WITH STORMWATER.
3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE,
HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING
COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND
DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY
CONTAINMENT AS APPLICABLE.
4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.
5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER.
PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.
6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,
INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF
DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT
ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR
RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY
MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE.
7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES
MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS
AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE
SOAPS, DETERGENTS, OR SOLVENTS.
8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT
OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION
MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT
WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF
FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN
COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT
FACILITY.
PERMIT TERMINATION (SECTION 4 AND SECTION 13):
1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE
COMPLETE.
2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE
SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE
FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER
THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.
3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS
PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A
DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A
SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.
4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND
MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS
DESIGNED.
5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.
6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR
TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.
7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE
FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE
RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO
THE HOMEOWNER.
8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST
RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.
SEED NOTES:
ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.
GENERAL RECOMMENDATIONS:
THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATION
AND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TO
A MINIMUM DEPTH OF 3 INCHES.
TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.
SEED
·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATS
COVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100
LBS/ACRE.
MULCH
·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCE
SEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)
SLOPES
·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH
·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.
·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.
GENERAL SWPPP REQUIREMENTS AND NOTES:
HAMPTON COMPANIES, LLC.
1824 BUERKLE ROAD
WHITE BEAR LAKE, MN 55110
CONTACT: JEREMY LARSON
651-200-4365
HAMPTON COMPANIES, LLC.
1824 BUERKLE ROAD
WHITE BEAR LAKE, MN 55110
CONTACT: JEREMY LARSON
651-200-4365
25
9
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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COPYRIGHT CIVIL SITE GROUP INC.c
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
SW1.4
SWPPP - ATTACHMENTS
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ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT
PROJECT NAME: SUITE LIVING
PROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)
ADDRESS: 4325 ZACHARY LANE
CITY OR TOWNSHIP: PLYMOUTH
STATE: MN
ZIP CODE: 55442
LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.034042 N, -93.422756 E
METHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHIC
ALL CITIES WHERE CONSTRUCTION WILL OCCUR: PLYMOUTH
ALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: HENNEPIN
ALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: N/A
PROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 2.2
PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION
RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): XXXXX
CUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)
EXISTING AREA OF IMPERVIOUS SURFACE : 0.0
POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 0.9
TOTAL NEW AREA OF IMPERVIOUS SURFACE: 0.9
RECEIVING WATERS
WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPAIRED WATER (Y/N)
N/A
N/A
N/A
.
LOST
SCHMIDT
MEDICINE
.
LAKE
LAKE
LAKE
.
N
N
N
.
N
N
Y
.
DATES OF CONSTRUCTION
CONSTRUCTION START DATE: 05/23
ESTIMATED COMPLETION DATE: 11/24
GENERAL CONSTRUCTION PROJECT INFORMATION
DESCRIBE THE CONSTRUCTION ACTIVITY: DEVELOPMENT OF A SENIOR LIVING FACILITY ON AN EXISTING CHURCH SITE.
DESCRIBE SOIL TYPES FOUND AT THE PROJECT: SILTY SAND, SANDY LEAN CLAY, POORLY GRADED SAND WITH SILT, CLAYEY SAND
SITE LOCATION MAP
SOILS INFORMATION
MAP UNIT
SYMBOL
L22C2 LESTER LOAM
MAP UNIT NAME
L37B ANGUS LOAM
L44A NESSEL LOAM
L58B KORONIS-KINGSLEY COMPLEX
GENERAL SITE INFORMATION (5.1)
1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURES
USED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (5.5)
THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLET
PROTECTION DEVICES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSION
CONTROL BLANKETS MAY BE UTILIZED.
2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.3
3. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (5.9):
EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.
LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.
·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.
·LOCATIONS OF AREAS NOT TO BE DISTURBED.
·LOCATION OF AREAS OF PHASED CONSTRUCTION.
·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTE
QUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW, INDICATING
BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.
·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA
4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NO
IF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (5.16)
N/A
5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY TO PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NO
IF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (SECTION 23)
N/A
6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6.B? NO
IF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT.
7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPAIRED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL AND
IMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTML
YES
IF NO, SKIP TO TRAINING
DOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? YES
IF YES:
A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.
B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.
IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONAL
BMPS IN SECTION 23 MUST BE ADDED TO THE SWPPP AND IMPLEMENTED (15.19). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THE IDENTIFIED DISCHARGE POINTS.
N/A
8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMES
N/A
SELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (SECTION 15)
1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? YES
IF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE 16.7 OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUE TO
ONE OF THE REASONS IN ITEMS 16.4 THROUGH 16.21. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF MEETING WATER QUALITY REQUIREMENTS (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL
PONDING OR EQUIVALENT METHOD
2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT:
INCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE SECTION 23 OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.
INFILTRATION / REGIONAL PONDING
CALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.
3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY
PRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASS SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTED TO
TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (15.8)
IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.
4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENT
SYSTEM.
N/A
EROSION PREVENTION PRACTICES (SECTION 8.1)
DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCTION:
1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BE
DISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.
SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE.
2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):
TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.
3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):
SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.
4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLE
SOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)
FINAL STABILIZATION OF SWALES WILL BE SOD
5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)
RIP RAP WILL BE UTILIZED AT PIPE OUTLETS
6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TO
VEGETATED AREAS):
DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED
7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TO
SURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS
TEMPORARILY OR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT
DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.
N/A, NO DITCHES ON SITE
8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,
VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):
OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.
9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITE
THAT DRAIN TO SPECIAL WATERS).
N/A
10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED FILTRATION AREAS
MINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO FILTRATION AREAS.
SEDIMENT CONTROL PRACTICES (SECTION 9.1)
DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB AND
GUTTER SYSTEMS
1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:
SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE
2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:
SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY
3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:
SEE INLET PROTECTION DETAILS
4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:
THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.
5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN
EXCAVATED PRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:
SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.
6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:
LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED
7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFER
IS INFEASIBLE:
DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.
8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART 9.18 OF THE PERMIT:
N/A
9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF A
SPECIAL OR IMPAIRED WATER?
YES
IF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 14.
PROPOSED FILTRATION BASINS WILL SERVE AS TEMPORARY SEDIMENTS BASINS THAT WILL THEN BE CONVERTED TO PERMANENT FILTRATIONS BASINS.
DEWATERING AND BASIN DRAINING (SECTION 10.1)
1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NO
IF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE 10.2 THROUGH
10.4 OF THE PERMIT):
N/A
2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NO
IF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (10.5):
N/A
ADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (SECTION 23.1)
1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? YES
2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES,
THEN OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT
WILL BE PROVIDED.
N/A
3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THAT
DRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.
N/A
4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).
N/A
5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOUR
PRECIPITATION EVENTS REMAINS THE SAME.
N/A
6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND
2-YEAR 24-HOUR PRECIPITATION EVENTS.
N/A
7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO A
STORMWATER POND)? YES OR NO
IF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH SECTION 22 OF THE PERMIT.
N/A
INSPECTIONS AND MAINTENANCE (SECTION 11.1)
DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:
·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND
·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THAT
INSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.
INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"
1. DESCRIBE PRACTICES FOR STORAGE OF BUILDING PRODUCTS WITH A POTENTIAL TO LEACH POLLUTANTS TO MINIMIZE EXPOSURE TO STORMWATER:
ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE
2. DESCRIBE PRACTICES FOR STORAGE OF PESTICIDES, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICAL, AND LANDSCAPE MATERIALS:
ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE
3. DESCRIBE PRACTICES FOR STORAGE AND DISPOSAL OF HAZARDOUS MATERIALS OR TOXIC WASTE (E.G., OIL, FUEL, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS,
WOOD PRESERVATIVE, ADDITIVES, CURING COMPOUNDS, AND ACIDS) ACCORDING TO MINN. R. CH. 7045, INCLUDING RESTRICTED ACCESS AND SECONDARY CONTAINMENT:
ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.
4. DESCRIBE COLLECTION, STORAGE AND DISPOSAL OF SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035:
ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS
5. DESCRIBE MANAGEMENT OF PORTABLE TOILETS TO PREVENT TIPPING AND DISPOSAL OF SANITARY WASTES IN ACCORDANCE WITH MINN. R. CH. 7040:
SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.
6. DESCRIBE SPILL PREVENTION AND RESPONSE FOR FUELING AND EQUIPMENT OR VEHICLE MAINTENANCE:
EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.
7. DESCRIBE CONTAINMENT AND DISPOSAL OF VEHICLE AND EQUIPMENT WASH WATER AND PROHIBITING ENGINE DEGREASING ON THE SITE:
ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE
8. DESCRIBE STORAGE AND DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES SO THAT WASTES DO NOT CONTACT THE GROUND:
ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.
FINAL STABILIZATION (25.22)
1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:
FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.
2. DESCRIBE METHODS USED TO CLEAN ALL STORMWATER TREATMENT SYSTEMS AND STORMWATER CONVEYANCE SYSTEMS OF ACCUMULATED SEDIMENT (25.22):
CLEANING OF STORMWATER TREATMENT SYSTEMS SHALL BE DONE BY HAND SUCH AS THE USE OF A SHOVEL.
3. DESCRIBE METHODS FOR REMOVING ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S:
REMOVAL OF TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMP'S CAN BE DONE BY HAND AND PROPERLY DISPOSED OF.
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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CSG PROJECT NUMBER:22281
12/22/22 CITY RESUBMITTAL
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10/21/22 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:MD, JL RL
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COPYRIGHT CIVIL SITE GROUP INC.c
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59612
ROBERT A. LATTA
LICENSE NO.DATE
I HEREBY CERTIFY THAT THIS PLAN,
SPECIFICATION, OR REPORT WAS
PREPARED BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF
MINNESOTA.
12/22/22
CITY PROJECT NUMBER:2022-080
REVISION SUMMARY
DATE DESCRIPTION
SW1.5
SWPPP - ATTACHMENTS
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ATTACHMENT B: SWPPP INSPECTION FORM
ATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEM
NOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS)
CONSTRUCTION STORMWATER PERMIT (PERMIT) ISSUED ON AUGUST 1, 2018. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS
ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.
FACILITY INFORMATION
SITE NAME:
SITE ADDRESS: PERMIT NUMBER:
CITY: STATE: ZIP CODE:
INSPECTION INFORMATION
INSPECTOR NAME: _______________________ PHONE NUMBER: _________________________
ORGANIZATION/COMPANY MAN: _____________________________________________________
DATE (MM/DD/YYYY): _____________________TIME: ____________ AM / PM
IS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?
IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:
RAINFALL AMOUNT (IF APPLICABLE): ____________
IS SITE WITHIN ONE AERIAL MILE OF SPECIAL OR IMPAIRED WATER THAT CAN POTENTIALLY RECEIVE DISCHARGE FROM THE SITE?
IF YES, FOLLOW SECTION 23 AND OTHER APPLICABLE PERMIT REQUIREMENTS
NOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.
EROSION CONTROL REQUIREMENT (SECTION 8.1)
1.ARE SOILS STABILIZED WHERE NO CONSTRUCTION ACTIVITY HAS OCCURRED FOR 14 DAYS (INCLUDING STOCKPILES)?
(7 DAYS WHERE APPLICABLE, OR 24 HOURS DURING MINNESOTA DEPARTMENT OF NATURAL RESOURCES [DNR] FISH
SPAWNING RESTRICTIONS)
2.HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?
3.IF STEEP SLOPES ARE DISTURBED, ARE STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES USED?
4.ALL DITCHES/SWALES STABILIZED 200' BACK FROM POINT OF DISCHARGE OR PROPERTY EDGE WITHIN 24 HOURS? (MULCH,
HYDROMULCH, TACKIFIER, OR SIMILAR BEST MANAGEMENT PRACTICES [BMPS] ARE NOT ACCEPTABLE IN DITCHES/SWALES
IF THE SLOPE IS GREATER THAN 2%)ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?
5.DO PIPE OUTLETS HAVE ENERGY DISSIPATION (WITHIN 24 HOURS OF CONNECTION)?
6.IS CONSTRUCTION PHASING BEING FOLLOWED IN ACCORDANCE WITH THE SWPPP?
7.ARE AREAS NOT TO BE DISTURBED MARKED OFF (FLAGS, SIGNS, ETC.)?
COMMENTS:
SEDIMENT CONTROL REQUIREMENTS (SECTION 9.1)
1.ARE PERIMETER SEDIMENT CONTROLS INSTALLED PROPERLY ON ALL DOWN GRADIENT PERIMETERS?
2.ARE APPROPRIATE BMPS INSTALLED PROTECTING INLETS, CATCH BASINS, AND CULVERT INLETS?
3.IS A 50 FOOT NATURAL BUFFER PRESERVED AROUND ALL SURFACE WATERS DURING CONSTRUCTION?
3.1.IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?
4.DO ALL ERODIBLE STOCKPILES HAVE PERIMETER CONTROL IN PLACE?
5.IS THERE A TEMPORARY SEDIMENT BASIN ON SITE, AND IS IT BUILT AS REQUIRED IN SECTION 14 OF THE PERMIT?
6.IS SOIL COMPACTION BEING MINIMIZED WHERE NOT DESIGNED FOR COMPACTION?
7.IS TOPSOIL BEING PRESERVED UNLESS INFEASIBLE?
8.IF CHEMICAL FLOCCULANTS ARE USED, IS THERE A CHEMICAL FLOCCULANT PLAN IN PLACE?
COMMENTS:
DISCLOSURES:
·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND ON SITE BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.
·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL
ANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO SECTION 3, OR THE PROJECT HAS MET THE TERMINATION CONDITIONS OF THE PERMIT AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE
MINNESOTA POLLUTION CONTROL AGENCY.
Y N N/A
Y N N/A
7 DAY RAIN
Y N
MAINTENANCE AND INSPECTIONS (SECTION 11)
1.ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING GROUND COVER?
2.ARE PERIMETER CONTROLS MAINTAINED AND FUNCTIONING PROPERLY, SEDIMENT REMOVED WHEN ONE-HALF FULL?
3.ARE INLET PROTECTION DEVICES MAINTAINED AND ADEQUATELY PROTECTING INLETS?
4.ARE THE TEMPORARY SEDIMENT BASINS BEING MAINTAINED AND FUNCTIONING PROPERLY?
5.ARE VEHICLE TRACKING BMPS AT SITE EXISTS IN PLACE AND MAINTAINED AND FUNCTIONING PROPERLY?
6.IS ALL TRACKED SEDIMENT BEING REMOVED WITHIN 24 HOURS?
7.HAVE ALL SURFACE WATERS, DITCHES, CONVEYANCES, AND DISCHARGE POINTS BEEN INSPECTED?
8.WERE ANY DISCHARGES SEEN DURING THIS INSPECTION (I.E., SEDIMENT, TURBID WATER, OR OTHERWISE)?
IF YES, RECORD THE LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH AND DESCRIBE THE DISCHARGE (SIZE, COLOR, ODOR, FOAM, OIL SHEEN, TIME, ETC.).
DESCRIBE HOW THE DISCHARGE WILL BE ADDRESSED. WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BE RECOVERED WITHIN SEVEN DAYS AND
IN ACCORDANCE WITH ITEM 11.5 OF THE PERMIT?
COMMENTS:
Y N N/A
POLLUTION PREVENTION (SECTION 12)
1.ARE ALL CONSTRUCTION MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER OR PROTECTED?
2.ARE HAZARDOUS MATERIALS BEING PROPERLY STORED?
3.ARE APPROPRIATE BMPS BEING USED TO PREVENT DISCHARGES ASSOCIATED WITH FUELING AND MAINTENANCE OF
EQUIPMENT OR VEHICLES?
4.ARE ALL SOLID WASTES BEING PROPERLY CONTAINED AND DISPOSED OF?
5.IS THERE A CONCRETE/OTHER MATERIAL WASHOUT AREA ON SITE AND IS IT BEING USED?
6.IS THE CONCRETE WASHOUT AREA MARKED WITH A SIGN?
7.ARE THE CONCRETE/OTHER MATERIAL WASHOUT AREAS PROPERLY MAINTAINED?
COMMENTS:
Y N N/A
OTHER
1.IS A COPY OF THE SWPPP, INSPECTION RECORDS, AND TRAINING DOCUMENTATION LOCATED ON THE CONSTRUCTION
SITE, OR CAN IT BE MADE AVAILABLE WITHIN 72 HOURS?
2.HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE, AND AMENDED AS NEEDED?
3.IS ANY DEWATERING OCCURRING ON SITE?
IF YES, WHAT BMPS ARE BEING USED TO ENSURE THAT CLEAN WATER IS LEAVING THE SITE AND THE DISCHARGE IS NOT
CAUSING EROSION OR SCOUR?
4.WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE CREATED FOR THIS PROJECT IF REQUIRED AND IN
ACCORDANCE WITH SECTION 15 OF THE PERMIT (IF ADDING AN ACRE OR MORE OF NEW IMPERVIOUS SURFACE)?
IF YES, DESCRIBE:
5.IF INFILTRATION/FILTRATION SYSTEMS ARE BEING CONSTRUCTED, ARE THEY MARKED AND PROTECTED FROM
COMPACTION AND SEDIMENTATION?
6.DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF
CORRECTIVE ACTIONS:
7.PROPOSED AMENDMENTS TO THE SWPPP:
8.POTENTIAL AREAS OF FUTURE CONCERN:
9.ADDITIONAL COMMENTS
Y N
ATTACHMENT C - ABOVE-GROUND
FACILITY MANAGEMENT SCHEDULE
1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASIN
RETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENT
HAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.
BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGN
CONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.
2.ALL OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATER FACILITIES FOR WHICH MAINTENANCE REQUIREMENTS
ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER AND FALL OF EACH YEAR. WITHIN 30 DAYS OF THE
INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THAT EACH STORMWATER FACILITY OPERATES AS
DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER AND VEGETATIVE DEBRIS, INFLOW PIPES AND
OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED. EROSION IMPAIRING THE FUNCTION
OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRING OR THREATENING TO IMPAIR THE
FUNCTION OF THE FACILITIES MUST BE REPAIRED.
3.VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONAL
PERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TO
ENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLET
AREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTION
OF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BE
REMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.
INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THE
STORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS AND
OUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THE
INFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACT
EARTH-MOVING EQUIPMENT).
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CITY OF PLYMOUTH
RESOLUTION NO. 2023-057
RESOLUTION APPROVING PRELIMINARY AND FINAL PLAT, SITE PLAN,AND VARIANCES
FOR HAMPTON COMPANIES, LLC FOR AN ASSISTED LIVING/MEMORY CARE
HOME IN THE WEST PORTION OF 4325 ZACHARY LANE (2022080)
WHEREAS, Hampton Companies, LLC has requested approval of a preliminary and final plat, site
plan, and variances to allow a new one-story, 32-unit assisted living/memory care home on the 4.87-
acre Pilgrim United Methodist Church site located at 4325 Zachary Lane, which is presently legally
described as follows:
That part of the Northeast Quarter of the Northeast Quarter of Section 14, Township 118,
Range 22, Hennepin County, Minnesota described as follows: Beginning at a point on the
east line of said Northeast Quarter of the Northeast Quarter distant 661.25 feet southerly
from the northeast corner of said Northeast Quarter of the Northeast Quarter; thence
southerly 436.33 feet along said east line; thence northwesterly 572.37 feet, deflecting right
95 degrees 45 minutes; thence northerly 378.99 feet, parallel with said east line; thence
easterly 569.49 feet, at right angles to the point of beginning. (Hennepin County Property
Identification Number 14-118-22-11-0004.)
WHEREAS, the Planning Commission has reviewed said request at a duly called public meeting
and recommends approval.
NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA, that it should and hereby does approve the preliminary and final plat, site plan, and
variances for Hampton Companies, LLC for property located at 4325 Zachary Lane, subject to the
following conditions:
1. A preliminary and final plat is approved to subdivide the site into two lots; one lot for the existing
church (which would remain) and one lot for an assisted living/memory care home, in accordance
with preliminary and final plat received by the City on December 22, 2022, except as may be
amended by this resolution.
2. A site plan is approved to allow construction of a one-story, 32-unit assisted living/memory care
home and related site improvements, in accordance with the plans received by the City on
December 22, 2022, except as may be amended by this resolution.
3. Variances are approved to allow: 1) Lot 2 to contain 1.854 acres where the code otherwise specifies
a minimum lot area of 2 acres for residential care facilities; and 2) creation of Lot 2 with no direct
access to a public street, based upon the findings that all applicable variance standards are met.
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4.Prior to recording of the final plat,the applicant shall fulfill the requirements, submit the required
information, and revise the plans as indicated below, consistent with the applicable city code, zoning
ordinance, and engineering guidelines:
a. Provide private perpetual easements in recordable form for access, sanitary sewer, storm sewer
and watermain to allow such features to pass through Lot 1 (church site) for the benefit of Lot 2
(assisted living/memory care site). These easements must be recorded with the final plat.
b. Pay the park dedication fee in lieu of land dedication based on acreage of Lot 2, in accordance
with Section 528 of the City Code.
5.Building permits are required prior to commencement of the project.
6.Prior to issuance of any grading or building permits,the applicant shall fulfill the requirements,
submit the required information, and revise the plans as indicated below, consistent with the
applicable city code, zoning ordinance, and engineering guidelines:
a. Obtain City approval of final construction plans.
b. Install silt fence prior to any grading or construction work on the site.
c. Obtain any required permits and/or approvals from the watershed district.
d. Obtain approval of the storm water pollution protection plan (SWPPP), and of a national
pollutant discharge elimination system (NPDES) permit if required.
e. Provide a storm water maintenance agreement in recordable form for the drainage system.
f.Obtain approval of an agreement to address grading on the Zachary Playfield site for installation
of a trail segment to connect the sidewalk north of the assisted living/memory care building to
an existing trail on the Zachary Playfield site. The agreement shall also address use rights and
maintenance responsibilities related to the trail segment.
g. Provide the City’s standard detail plate for trails in the plan set.
h. The maximum slope of five percent (1:20) for accessible routes must be identified on the plans
from accessible parking spaces to the accessible building entrance.
i.Provide a revised lighting plan indicating compliance with the City’s lighting regulations,
including but not limited to those for maximum lumens per square foot of hardscape, fixture
height, house-side shielding, correlated color temperature, BUG rating, and curfew.
j.Complete a site improvement performance agreement (SIPA) and submit the related financial
sureties.
7. Prior to installation of any emergency back-up generator on the site, the applicant shall provide
additional information showing that the generator would comply with City noise regulations and
screening requirements.
8. The address for the existing Pilgrim United Methodist Church on Lot 1 would remain 4325 Zachary
Lane North. The address for the new assisted living/memory care home on Lot 2 would become
4335 Zachary Lane North.
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Resolution 2023-057
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9. Provide Park Boundary markers (as supplied by the city and installed by the developer) at the
southwest, northwest, and northeast corners of Lot 2.
10. The city, Pilgrim United Methodist Church representatives, and the owners of the assisted
living/memory care site shall continue discussions relating to an easement for use of the church
parking lot as overflow parking by the Zachary Playfield site. The parties shall work together and
make a good faith effort regarding such an agreement.
11. Standard Conditions:
a. Any signage shall comply with Section 21155 of the zoning ordinance and shall receive prior
approval of sign permits.
b. Any visible rooftop or ground-mounted mechanical equipment shall be painted or screened to
match the building.
c. The following fire code requirements shall apply to the assisted living/memory care home:
1) The entire building must be protected by fire sprinklers.
2) Fire standpipes must be provided by interior exits at vest 222, lounge 200, dining room
rear exit, lounge 100, and corridor 128 exit.
3) Indicate location of fire sprinkler riser in the storage room off the main building
entrance.
4) If a combination fire sprinkler/domestic water supply line is to be used, a solenoid is
required so domestic water could be shut off in the event of a fire.
5) Fire department lock boxes would be required at main entrance and south entrance.
6) Twelve-inch-high (minimum) address numbers are required on address side of the
building. The numbers must contrast with the background. The Fire Inspector shall
designate location.
7) “No Parking -- Fire Lane” signage must be provided in locations as designated by the Fire
Inspector.
8) A full fire alarm system is required. If main fire panel is not located in main lobby, a key-
operated annunciator shall be required.
9) Fire alarm pull stations will be required at the nursing stations only; covers are required
on pull stations.
d. The following building code requirements shall apply to the assisted living/memory care home:
1) Building code-related items will be addressed at the time of building permit application
submittal.
2) Sewer Availability Charge (SAC) determination letter is required.
3) Health Department letter of approval is required for any commercial kitchen and food
service.
4) This facility will need to be licensed by the MN Department of Health.
5) Retaining walls over four feet in height require a separate building permit and design by
a structural engineer.
e. The applicant would need to repair any damage that occurs to existing trails abutting the site, in
accordance with City standards.
f.The applicant shall remove any diseased or hazardous trees.
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g. Any subsequent phases or expansions are subject to required reviews and approvals per
ordinance provisions.
h. The approvals shall expire one year after the date of approval, unless the property owner or
applicant has started the project, or unless the applicant, with the consent of the property
owner, has received prior approval from the City to extend the expiration date for up to one
additional year, as regulated under Sections 510, 21045.09 and 21030.06, respectively, of the
city code.
APPROVED by the City Council on this 14th day of February, 2023.
STATE OF MINNESOTA)
COUNTY OF HENNEPIN) SS
The undersigned, being the duly qualified and appointed City Clerk of the City of Plymouth, Minnesota,
certifies that I compared the foregoing resolution adopted at a meeting of the Plymouth City Council on
February 14, 2023, with the original thereof on file in my office, and the same is a correct transcription
thereof.
WITNESS my hand officially as such City Clerk and the Corporate seal of the City this ______day of
___________________, _________.
__________________________________
Jodi M. Gallup, City Clerk
268