HomeMy WebLinkAboutCity Council Packet 05-09-2023City Council 1 of 2 May 9, 2023
CITY OF PLYMOUTH
AGENDA
Regular City Council
May 9, 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
4.1 Oaths of Office for Officers Trevor Weinmann, Hanna Olson and Dalton Yagow (City
Clerk/Administrative Coordinator Jodi Gallup)
4.2 Recognize City Manager Dave Callister for receiving the Dr. Robert A. Barrett
Award for Management Excellence
Press Release - 2023 MCMA Barrett Award - Dave Callister
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
April 25 Special
April 25 Regular
6.2 Approve disbursements
Check Register Report
Check Register Report - UB Refunds
HCV Payment Register Summary
Invoice Expense Distribution
City Council 2 of 2 May 9, 2023
City Council Resolution 2023-130
6.3 Approve agreement between Hennepin County and City of Plymouth for participation
in Elevate Hennepin program
Contract
Elevate Hennepin Impacts
City Council Resolution 2023-131
6.4 Approve amendment to site plan and conditional use permit for MACO Properties,
LLC to allow expansion at Parks' Place Memory Care, 18040 Medina Road
2023010)
Planning Commission Report
Draft Planning Commission Minutes
Location Map
Aerial Map
Hennepin County Locate & Notify Map
Site Plan Approved in 2017
Applicant's Narrative
Conditional Use Permit Standards
Correspondence Received
Site Graphics
City Council Resolution 2023-132
6.5 Approve appointment to the Housing and Redevelopment Authority
City Council Resolution 2023-133
7.PUBLIC HEARINGS
8.GENERAL BUSINESS
8.1 Present draft short-term rental ordinance
Draft Ordinance for Short Term Rentals
9.REPORTS AND STAFF RECOMMENDATIONS
10.ADJOURNMENT
Regular City
Council
May 9, 2023
Agenda
Number:4.1
To:Dave Callister, City Manager
Prepared by:Erik Fadden, Public Safety Director
Reviewed by:Erik Fadden, Public Safety Director
Item:Oaths of Office for Officers Trevor Weinmann, Hanna Olson and
Dalton Yagow (City Clerk/Administrative Coordinator Jodi
Gallup)
1.Action Requested:
City Clerk to administer the Oath of Office to Officers Weinmann, Olson and Yagow.
2.Background:
Administer the Oath of Office for Officers Trevor Weinmann, Hanna Olson and Dalton Yagow.
3.Budget Impact:
N/A
4.Attachments:
3
Regular City
Council
May 9, 2023
Agenda
Number:4.2
To:Dave Callister, City Manager
Prepared by:Maria Solano, Deputy City Manager
Reviewed by:
Item:Recognize City Manager Dave Callister for receiving the Dr.
Robert A. Barrett Award for Management Excellence
1.Action Requested:
Recognize City Manager Dave Callister for receiving the Dr. Robert A. Barrett Award for
Management Excellence.
2.Background:
The Minnesota City/County Management Association (MCMA) awarded City Manager Dave Callister
with the Dr. Robert A. Barrett Award for Management Excellence at its annual conference on April
27.
The Dr. Robert A. Barrett Award is the organization’s highest honor and is given annually to
recognize outstanding service in local government management. According to MCMA, the award
winner demonstrates respected leadership in their city; serves as a role model for others in
city/county government as well as in the profession of local government management; and has a
track record of supporting professional local government through outreach to peers, the public and
those entering the profession.
3.Budget Impact:
N/A
4.Attachments:
Press Release - 2023 MCMA Barrett Award - Dave Callister
4
Plymouth City Manager Dave Callister honored with 2023 MCMA Barrett Award
(April 28, 2023—St. Paul, MN) Plymouth City Manager Dave Callister was recently named the recipient
of the 2023 Minnesota City/County Management Association (MCMA) Dr. Robert A. Barrett Award for
Management Excellence. The Barrett Award is MCMA’s highest honor and is given annually in
recognition of outstanding service to the profession of local government management.
Callister has served as Plymouth’s city manager since July 2013. He has been an active member and
participant in local, state, and national organizations that pertain to local government throughout his more
than 30 years of public service experience. Callister currently serves as chair of the League of Minnesota
Cities Insurance Trust (LMCIT), president of the Metropolitan Area Management Association (MAMA),
and is a member of the Municipal Legislative Commission (MLC).
Callister’s nominators expressed admiration for his leadership in creating Plymouth’s culture of financial
accountability with an emphasis on protecting the city’s long-term revenue and expenditure plans. He has
successfully advocated for millions of dollars in state bond funds to complete major infrastructure
projects in Plymouth , as well as special legislation to establish a lodging tax to fund facility
improvements and implement a convention and visitors bureau. Callister was also instrumental in a major
renovation and expansion of the Plymouth Community Center, construction of two Plymouth fire
stations, and a significant expansion of the Plymouth Maintenance Facility.
Callister is also known for his commitment to mentoring staff through professional development. His
nominators described him as a leader who is always available for questions or conversations and one who
is eager to expose staff to various aspects of municipal government.
His passion for supporting the future of local government goes beyond the City of Plymouth, too. Each
year, Callister invites students from Minnesota State University, Mankato to participate in a two-day
event where they job shadow him and other department directors and participate in a city council meeting.
The Dr. Robert A. Barrett Award for Management Excellence is selected by a committee of MCMA
members. Recipients of this award demonstrate respected leadership in their city, county, region, or
statewide; serve as a role model for others in city/county government as well as in the profession of local
government management; and have a track record of supporting professional local government through
outreach to peers, the public, and those entering the profession.
MCMA is the professional and educational organization for appointed management executives and
assistants serving cities, counties, and other local governments in Minnesota. MCMA is a state
association affiliate of the International City/County Management Association (ICMA), headquartered in
Washington, D.C.
5
Regular City
Council
May 9, 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:
April 25 Special
April 25 Regular
6
Proposed Minutes 1 of 1 Special Meeting of April 25, 2023
Proposed Minutes
Special Council Meeting
April 25, 2023
Mayor Wosje called a Special Meeting of the Plymouth City Council to order at 5:00 p.m. at Plymouth
City Hall, 3400 Plymouth Boulevard, on April 25, 2023.
PLYMOUTH COUNCIL PRESENT: Mayor Wosje, Councilmembers McGregor, Peterson, Willis, Gregor,
Davis, and Pointner.
PLYMOUTH COUNCIL ABSENT: None.
PLYMOUTH STAFF PRESENT: City Manager Callister, Deputy City Manager Solano, Community and
Economic Development Director Fernelius, Human Resources Director Timpone, HR Generalist Finn, and
City Clerk/Administrative Coordinator Gallup.
Housing and Redevelopment Authority Interviews
Council conducted interviews for the vacant at-large seat on the Housing and Redevelopment Authority.
Council directed staff to prepare a resolution appointing the vacant at-large seat on the Housing and
Redevelopment Authority for the May 9 Council meeting agenda.
Future Study Sessions
The following changes were made to future study sessions:
Schedule tour of the Prudential site and visioning/council engagement session on May 8 at 4
p.m.
Add former Four Seasons Mall site discussion to May 23 study session at 5 p.m.
Closed Meeting per State Statute 13D.03, Subdivision 1(b) for labor strategy
discussion
Motion was made by Councilmember Pointner and seconded by Councilmember Peterson, to go into
closed meeting per State Statute 13D.03, Subdivision 1(b) for labor strategy discussion. With all
members voting in favor, the motion carried.
Adjournment
Mayor Wosje adjourned the meeting at 6:50 p.m.
Jodi M. Gallup, City Clerk/Administrative Coordinator
7
Proposed Minutes Page 1 of 5 Regular Meeting of April 25, 2023
Proposed Minutes
Regular City Council Meeting
April 25, 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 April 25, 2023.
COUNCIL PRESENT: Mayor Wosje, Councilmembers Willis, McGregor, Davis, Peterson, Pointner, and
Gregor.
COUNCIL ABSENT: None.
STAFF PRESENT: City Manager Callister, Deputy City Manager Solano, Public Safety Director Fadden,
Public Works Director Thompson, Finance Director Rich, Community and Economic Development
Director Fernelius, Park and Recreation Director Tomlinson, Human Resources Director Timpone, Deputy
Public Works Director/City Engineer LaBounty, Ice Center Manager Halverson, Planning and
Development Manager McGuire, City Attorney Jamnik, and City Clerk/Administrative Coordinator
Gallup.
Plymouth Forum
Charles Dorland, 14530 Gleason Lake Drive, expressed his concern regarding the cost to residents for
street repairs and suggested the city pay a higher percentage and create a tiered system as it pertains to
roadway improvement.
Presentations and Public Information Announcements
(4.1)Hennepin County update from Commissioner Kevin Anderson
Hennepin County Commissioner Anderson updated the council on his goals and priorities such as
expansion of infrastructure investment, mental health, veteran housing, youth sports, outreach
programs, and the increased budget for Hennepin County.
Mayor Wosje thanked Commissioner Anderson for the update and expressed appreciation for all his
hard work.
(4.2)Wayzata Youth Hockey Association presentation of Donation for Plymouth Ice Center building
and equipment improvements
Jason Vinar, Wayzata Youth Hockey President, stated ice time is difficult to find and requested working
together with the city and the Parks and Recreation Advisory Commission to build a fourth sheet of ice.
Greg Gibson, Wayzata Youth Hockey past President, introduced the Junior Gold A team. The City
8
Proposed Minutes Page 2 of 5 Regular Meeting of April 25, 2023
Council congratulated the Junior Gold A team. Mr. Gibson thanked everyone for the long-term support
of youth hockey.
Approval of Agenda
Motion was made by Councilmember Pointner, and seconded by Councilmember McGregor, to approve
the agenda. With all members voting in favor, the motion carried.
Consent Agenda
Motion was made by Councilmember Willis, and seconded by Councilmember Pointner, to adopt the
Consent Agenda that included the following items:
(6.1)Council minutes from special meeting and regular meeting of April 11, 2023.
(6.2)Resolution approving disbursements ending April 14, 2023 (Res2023-120).
(6.3)Resolution awarding contract for the Reservoir High Service Pumps 1, 2, and 3 Maintenance
Project (WA239004) (Res2023-121).
(6.4)Resolution awarding contract for 2023 Vicksburg Lane Landscaping Improvements (ST230006)
(Res2023-122).
(6.5)Resolution accepting donation from Wayzata Youth Hockey Association for Plymouth Ice Center
building and equipment improvements (Res2023-123).
(6.6)Resolution approving an updated Joint Powers Agreement between the City of Plymouth and
the Cities of Maple Grove, Brooklyn Center, Brooklyn Park, Champlin, Crystal, New Hope and
Robbinsdale for Pets Under Police Security (PUPS) (Res2023-124).
With all members voting in favor, the motion carried.
Public Hearings
(7.1)Public improvement and assessment hearing and award contract for the 2023 Pavement
Rehabilitation Project (ST239002)
Deputy Public Works Director/City Engineer LaBounty presented this item and provided information on
the cost, street assessment policies, payment methods, and resident outreach. He stated if approved,
the contractor would begin in May with completion in early fall.
Mayor Wosje opened the public hearing.
9
Proposed Minutes Page 3 of 5 Regular Meeting of April 25, 2023
Richard Hollander, 1850 Glacier Lane, inquired about property access and suggested website updates
regarding property changes.
Al Draves, 3763 Lawndale Lane N., expressed his concern regarding the cost of this project to the senior
community.
Lisa Anderson, 1935 Ithaca Lane N., inquired about possible changes to public transportation during this
time.
Arik Weix, representing Cornerstone, expressed his concern with the irrigation system and inquired
about a plan during the reconstruction.
Mayor Wosje closed the public hearing.
Deputy Public Works Director/City Engineer LaBounty provided the following information:
Property access will be available at the beginning and ending of each day
Door hangers will continue to be used for notifications
Updates will continue on the website
Provided details on assessment assistance
Motion was made by Councilmember Gregor and seconded by Councilmember Pointner, to adopt
resolution ordering improvement for the 2023 Street Rehabilitation Project (ST239002) (Res2023-125),
resolution adopting assessments for 2023 Street Rehabilitation Project (ST239002) (Res2023-126),
resolution awarding contract for 2023 Street Rehabilitation Project (ST239002) (Res2023-127). With all
members voting in favor, the motion carried.
(7.2)Adopt ordinance amending Section 807 of the Plymouth City Code concerning vegetation
management and resolution approving summary publication of said ordinance
Parks and Recreation Director Tomlinson presented this item and provided background information on
nuisance vegetation, complaint system, and proposing this enforcement to the Community Service
Officers within the Police Department.
In response to questions from the council, Parks and Recreation Director Tomlinson provided the
number of complaints and reviewed the timeline for residents with a violation.
Public Safety Director Fadden stated the community service officers already do code enforcement so
this will not add too much to their workload. This policy change will also allow the community service
officers to issue citations and proceed accordingly.
Motion was made by Councilmember Willis and seconded by Councilmember Davis, to adopt ordinance
amending Section 807 of the Plymouth City Code concerning vegetation management (Ord2023-03),
resolution approving summary publication of Ordinance No. 2023-03 (Res 2023-128). With all members
voting in favor, the motion carried.
10
Proposed Minutes Page 4 of 5 Regular Meeting of April 25, 2023
General Business
(8.1)Award contract and approve supplemental agreement for the Chankahda Trail Reconstruction
Project - Phase 2 (ST230002)
Public Works Director Thompson presented this item and reviewed previous phase details.
In response to questions from the council, Public Works Director Thompson provided the following
information:
If approved, contractor will begin next week
Funding concerns and solutions
Signage locations
Motion was made by Councilmember Gregor, and seconded by Councilmember McGregor, to adopt
resolution awarding contract and approving supplemental agreement for Chankahda Trail
Reconstruction Project – Phase 2 (ST230002) (Res2023-129). With all members voting in favor, the
motion carried.
(8.2)Receive update on Planning Commission Work Program
Planning and Development Manager McGuire and Planning Commission Chair Boo presented this item
and provided roles and responsibilities of the Planning Commission.
Planning Commission Chair Boo also provided a brief review on the work program items, 2023 calendar
of events, parking concerns, and ways for City Council and commissions to be consistent moving
forward.
(8.3)Approve council strategic themes and shared commitments
Mayor Wosje stated a strategic workshop was held on January 21, 2023. City Council and staff generated
four strategic themes for the next 2-3 years. These themes are as follows:
City Center Reimagined
Redevelopment Vision for long range projects
Environmental stewardship
Be the City of Choice
Motion was made by Councilmember Davis, and seconded by Councilmember Willis, to approve council
strategic themes and shared commitments. With all members voting in favor, the motion carried.
Reports and Staff Recommendations
City Manager Callister shared an update from the Senate.
11
Proposed Minutes Page 5 of 5 Regular Meeting of April 25, 2023
Adjournment
Mayor Wosje adjourned the regular meeting at 8:47 p.m.
_________________________________________
Jodi Gallup, City Clerk/Administrative Coordinator
12
Regular City
Council
May 9, 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 04/28/23.
3.Budget Impact:
N/A
4.Attachments:
Check Register Report
Check Register Report - UB Refunds
HCV Payment Register Summary
Invoice Expense Distribution
City Council Resolution 2023-130
13
Check Payment Register
04/15/2023 04/28/2023to
03/29/2023 $212.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Cwayna
Total PriceItem Description
$212.00 Community Engagement Purchases
03/29/2023 $2,180.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Solano
Total PriceItem Description
$2,180.00 2023 LMC Annual Conference for 6 Attendees
03/29/2023 $21.98 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Cotterma
Total PriceItem Description
$21.98 Career Fair Supplies
03/29/2023 $4,084.44 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Gallup
Total PriceItem Description
$1,573.27 Nat'l League Conf., LMC Elected Leaders Inst. + Madden's Gull Lk
$1,401.17 Boards&Comm Event: How Sweet It Is x2, Taco Teresas + Green Mill
$1,100.00 IIMC Annual Conferences: Gallup + Dorcy
$10.00 City Manager's Monthly Subscription to Pioneer Press
03/29/2023 $1,317.37 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Gottscha
Total PriceItem Description
$850.00 IIMC & MCFOA Annual Conferences
$55.96 Costco-Beverages for Committees & Commissions Event
$411.41 Council Study Session - Panera Bread
03/29/2023 $219.95 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Kastner
Total PriceItem Description
$219.95 Graphics membership, MAGC award entries
03/29/2023 $1,198.05 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Larson
Total PriceItem Description
$1,198.05 Airfare & hotel for GFOA Conference
03/29/2023 $194.97 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Volk
Total PriceItem Description
$194.97 Facebook Ad, MAGC Award entry
03/29/2023 $75.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Goehring
Total PriceItem Description
$75.00 MPSTMA Membership Dues
03/29/2023 $624.86 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Riley
Total PriceItem Description
$131.10 Goal supplies for fieldhouse
$13.59 office supplies for PCC
$18.96 office supplies for PCC
$10.00 office supplies for PCC
$451.21 pcc brochures for events
Page 1 of 37 5/1/2023 14
03/29/2023 $336.81 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Rippe
Total PriceItem Description
$336.81 Loss control workshop, office supplies, Shade Tree Course
03/29/2023 $612.73 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Swartzer
Total PriceItem Description
$200.00 Tree Inspector Certification
$133.49 Pizza for overnight crew
$279.24 LED Lights
03/29/2023 $30.97 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Windschi
Total PriceItem Description
$30.97 Office Supplies
03/29/2023 $193.85 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv.
F031523-Anderson Total PriceItem Description
$150.85 Paper Direct - Supplies for Recognition Event
$43.00 Amazon - Supplies for Recognition Event
03/29/2023 $1,425.83 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Coopet
Total PriceItem Description
$721.76 K9 Trial Facility rental & boarding
$704.07 Hotel-K9 Conference
03/29/2023 $207.45 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Gilmore
Total PriceItem Description
$207.45 Reconfigure ABS module on Jeep
03/29/2023 $2,031.46 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Johnson
Total PriceItem Description
$121.34 Amazon-Wash bay items
$149.90 ZOOM-annual subscription for Pete Johnson
$1,140.53 4Imprint -Recruiting
$619.69 4Imprint -Recruiting
03/29/2023 $1,557.67 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Kuhnly
Total PriceItem Description
$237.71 Pizza for promotional process
$417.04 Arrowhead Forensics - property room supplies - bags and sharps
$773.80 Uline - Property room supplies - envelopes and boxes
$40.12 Evident INC - Property Room Supplies - Bags and fentanyl labels
$89.00 Evident INC - Property Room Supplies - Bags and fentanyl labels
03/29/2023 $3,726.05 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Kuklok
Total PriceItem Description
$1,800.00 Mar 23 Visa SWAT training/supplies,go bags recruit
$1,423.74 Mar23 Visa SWAT supplies
$502.31 Go bags items, recruitment supplies
03/29/2023 $5,878.64 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Swiatkie
Total PriceItem Description
$3,627.01 Officers General Training
$462.36 Shadow Box
$1,290.27 Range Equipment
$499.00 Instructor Training
Page 2 of 37 5/1/2023 15
03/29/2023 $330.14 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Baker
Total PriceItem Description
$78.59 training room supplies
$14.45 training room supplies
$93.98 training supplies
$23.98 training supplies
$75.00 firefighter licensing
$11.38 training supplies
$32.76 training supplies
03/29/2023 $275.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Browen
Total PriceItem Description
$275.00 MRWA Annual Conference Registration - A. Browen
03/29/2023 $1,211.81 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Keith
Total PriceItem Description
$100.82 Endoscope
$667.69 Food for plow staff
$443.30 I pad mount parts & chargers
03/29/2023 $650.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Payne
Total PriceItem Description
$650.00 MnDOT Classes - Bendiske & Quast
03/29/2023 $198.35 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Rosemey
Total PriceItem Description
$198.35 Portraits, award entry
03/29/2023 $20.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Stromber
Total PriceItem Description
$20.00 Safety & Loss Control Workshop - L Stromberg
03/29/2023 $1,200.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Fadden
Total PriceItem Description
$1,200.00 IACP - IACP Conference Registration - E Fadden & D Kuhnly
03/29/2023 $783.82 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Dreelan
Total PriceItem Description
$453.00 Public education supplies
$84.72 Firefighter swearing in
$55.50 Radio case
$92.62 Water filters
$97.98 Water filters
03/29/2023 $558.60 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv.
F031523-McKenzie Total PriceItem Description
$150.00 U of M Civil 3D Training - M Omer
$204.30 MNDOT Traffic Control Training - Moe Omer
$204.30 MNDOT Traffic Control Training - Jacob Zea
03/29/2023 $63.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Whalen
Total PriceItem Description
$15.00 Urban Land Institute- K Niemeyer - Training Session
$48.00 SLUC - Monthly Meeting 3/22/23 - S Drill
03/29/2023 $25.00 Check Date Paid:Amount: EFT Us Bank Visa
Page 3 of 37 5/1/2023 16
03/15/2023Inv. F031523-Constant
Total PriceItem Description
$25.00 MRPA- Training
03/29/2023 $941.69 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Fram
Total PriceItem Description
$797.56 Canteen - Senior Program Supplies
$8.99 Cub Foods - Senior Program Supplies
$78.18 Amazon - Art Program Supplies
$17.97 Paypal - Michaels- Art Program Supplies
$38.99 Amazon - Art Program Supplies
03/29/2023 $130.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Lauer
Total PriceItem Description
$130.00 Shuttles for Badminton
03/29/2023 $6,194.32 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Mosack
Total PriceItem Description
$2,162.44 Dance Recital Costumes
$676.63 Dance Recital Costumes
$671.77 Dance Recital Costumes
$1,023.58 Dance Recital Costumes
$139.90 Dance Recital Costumes
$227.32 Dance Recital Costumes
$1,292.68 Fitness program supplies
03/29/2023 $196.05 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Swenson
Total PriceItem Description
$78.44 Cub Foods - Popcorn/water/supplies
$29.97 Cub Foods - Donuts
$52.72 Hy-Vee
$34.92 Wal-Mart - Ice Cream
03/29/2023 $125.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Yandell
Total PriceItem Description
$125.00 U of M Training for M Dunn
03/29/2023 $2,904.50 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Hemp
Total PriceItem Description
$29.98 Amazon-Office Supplies
$33.98 Amazon-Office Supplies
$780.00 When to Work Staff Scheduling Software Annual Fee
$52.00 Amazon-Office Supplies
$144.27 Amazon-Gym Sports Equipment
$220.45 Merchology-Staff Clothing
$807.40 Merchology-Staff Clothing
$125.66 Amazon-Office Supplies
$500.00 RecTrac Training - Kari Hemp and Genny Layne
$210.76 Soundtrack - Music PCC
03/29/2023 $320.10 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Pearson
Total PriceItem Description
$73.10 Barnes & Noble- Strengths Based Leadership
$125.00 University of Minnesota- Strengthening Youth Supervision Worksho
$122.00 KultureCity- Headphones
03/29/2023 $467.33 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Reed
Total PriceItem Description
Page 4 of 37 5/1/2023 17
$119.98 Apple air tag and tabletop equipment
$141.80 UAV repair and equipment
$97.40 TLO for INV
$108.15 covert phones for SIU
03/29/2023 $1,412.93 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Topp
Total PriceItem Description
$831.10 K9 Trial Expenses & Dog Food
($380.33)Recruiting Expenses/Supplies/Parking
$869.28 K9 Conference hotel-Mankato
$92.88 water/snacks-homicide witnesses
03/29/2023 $100.00 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv.
F031523-Baumann Total PriceItem Description
$100.00 Stillwater Motors - #4024
03/29/2023 $734.37 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Hanson
Total PriceItem Description
$94.97 Amazon -- First Aid PCC
$27.49 Amazon -- Fire 2 -- office cube parts
$150.00 APWA- Facilities training
$14.97 Amazon - F2 glass door security locks
$366.95 Amazon -- Fire Station 2 Office parts
$79.99 Amazon -- TV mount fitness room
03/29/2023 $979.88 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Krekelbe
Total PriceItem Description
$979.88 Oven - PD breakroom, Screwdriver set
03/29/2023 $1,889.87 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Leiseth
Total PriceItem Description
$287.10 Amazon - Ipad Cases PM
$57.56 Amazon - USB Hubs
$333.76 Amazon - wireless headsets, cables, Car Chargers Police
$24.00 Google Monthly
$289.00 Digicert SSL vpn2.ci.plymouth.mn.us 3/2/23 - 3/1/23
$299.00 Havis dock Repair (police)`
$41.94 Amazon - Cables
$91.37 Hulu Monthly Maint
$180.00 Duo
$211.19 Azure Professional Services
$74.95 Amazon - Speakers
03/29/2023 $2,013.71 Check Date Paid:Amount: EFT Us Bank Visa
03/15/2023Inv. F031523-Coppa
Total PriceItem Description
$436.49 National Fire Protection Agency- Digital Code Access
$1,499.85 Amazon- Investigator cameras
$77.37 Kurtz retirement supplies
04/21/2023 $2,123.83 Check Date Paid:Amount: EFT MN Afscme Council #5
04/21/2023Inv. 2023-00000086
Total PriceItem Description
$628.59 04/21/2023 Deduction CTP Union Dues
$22.30 04/21/2023 Deduction AFSCME DUES W/ PEOPLE DED
$1,472.94 04/21/2023 Deduction Maintenance Union Dues
04/21/2023 $1,611.88 Check Date Paid:Amount: EFT MN Child Support Payment Center
04/21/2023Inv. 2023-00000087
Total PriceItem Description
$0.00 04/21/2023 Deduction Child Support
$193.81 04/21/2023 Deduction Child Support
Page 5 of 37 5/1/2023 18
$610.52 04/21/2023 Deduction Child Support
$137.97 04/21/2023 Deduction Child Support
$472.08 04/21/2023 Deduction Child Support
$197.50 04/21/2023 Deduction Child Support
04/21/2023 $675.00 Check Date Paid:Amount: EFT Plymouth Professional Firefighters MN Local
515904/21/2023Inv. 2023-00000090
Total PriceItem Description
$675.00 04/21/2023 Deduction Firefighter Union Dues
04/21/2023 $30,928.00 Check Date Paid:Amount: EFT BPAS
04/21/2023Inv. 2023-00000081
Total PriceItem Description
$30,928.00 04/21/2023 Benefit VEBA HRA
04/25/2023 $1,087.50 Check Date Paid:Amount: EFT WEX
03/31/2023Inv. 0001714972IN
Total PriceItem Description
$1,087.50 VEBA & FSA Admin Fees - Mar 2023
04/20/2023 $1,651.35 Check Date Paid:Amount: EFT Delta Dental of MN
03/31/2023Inv. F033123
Total PriceItem Description
$1,651.35 Delta Dental Admin Fees Mar 2023
04/20/2023 $19,135.49 Check Date Paid:Amount: EFT Delta Dental of MN
03/31/2023Inv. F033123-1
Total PriceItem Description
$19,135.49 Delta Dental Admin Fees Mar 2023
04/21/2023 $100.00 Check Date Paid:Amount: 157017 * Sharper Management
04/12/2023Inv. Import - 15707
Total PriceItem Description
$100.00 Park and Rec Refund
04/21/2023 $115.50 Check Date Paid:Amount: 157018 AQUARIUS HOME SERVICES
04/20/2023Inv. 00346888
Total PriceItem Description
$115.50 Refund - Permit - P202302189
04/21/2023 $10.00 Check Date Paid:Amount: 157019 Lauri Bolin
04/18/2023Inv. Import - 15711
Total PriceItem Description
$10.00 Park and Rec Refund
04/21/2023 $115.00 Check Date Paid:Amount: 157020 Meera Dhakal
04/13/2023Inv. Import - 15710
Total PriceItem Description
$115.00 Park and Rec Refund
04/21/2023 $181.50 Check Date Paid:Amount: 157021 MINNESOTA RESTORATION CONTRACTORS
INC04/19/2023Inv. 00346859
Total PriceItem Description
$181.50 Refund - Permit - P202207969
04/21/2023 $45.00 Check Date Paid:Amount: 157022 SUNDERLAND PLUMBING INC
04/19/2023Inv. 00346861
Total PriceItem Description
$45.00 Refund - Permit - P202302405 - Permit - P202302406 - Permit - P2
04/21/2023 $173.00 Check Date Paid:Amount: 157023 Toni Bradley
04/12/2023Inv. Import - 15708
Total PriceItem Description
$84.00 Park and Rec Refund
04/12/2023Inv. Import - 15709
Total PriceItem Description
$89.00 Park and Rec Refund
Page 6 of 37 5/1/2023 19
04/21/2023 $987.00 Check Date Paid:Amount: 157024 Acme Tools
04/13/2023Inv. 11164803
Total PriceItem Description
$658.00 Milwaukee Sawzall
04/13/2023Inv. 11164982
Total PriceItem Description
$329.00 Milwaukee Sawzall
04/21/2023 $1,506.20 Check Date Paid:Amount: 157025 Action Fleet Inc
04/11/2023Inv. I5959
Total PriceItem Description
$1,506.20 Universal cradle, pedestal system - #3087
04/21/2023 $835.00 Check Date Paid:Amount: 157026 Affordable Auto Glass
04/11/2023Inv. 9020
Total PriceItem Description
$835.00 2021 Ford Expedition - COP Auto 2023-16
04/21/2023 $472.67 Check Date Paid:Amount: 157027 ALTA
03/20/2023Inv. 14150
Total PriceItem Description
$335.98 Tree cast plaque
04/13/2023Inv. 14404
Total PriceItem Description
$118.69 Plate
04/14/2023Inv. 14456
Total PriceItem Description
$18.00 Plate engraving
04/21/2023 $168.00 Check Date Paid:Amount: 157028 American Red Cross
04/12/2023Inv. 22582170
Total PriceItem Description
$168.00 Lifeguarding-BL - M Scheffe, Lifeguarding Review - K Yandell
04/21/2023 $59.19 Check Date Paid:Amount: 157029 Anchor Paper Company
04/17/2023Inv. 1071486301
Total PriceItem Description
$59.19 Copy paper supply
04/21/2023 $66.00 Check Date Paid:Amount: 157030 Karen Anderson
04/17/2023Inv. F041723
Total PriceItem Description
$66.00 Reimburse expenses - MN Chiefs ETI
04/21/2023 $32.39 Check Date Paid:Amount: 157031 ARC Document Solutions Llc/Riot Creative
Imaging04/06/2023Inv. 54MNI9058538
Total PriceItem Description
$32.39 FM Supply delivery charge
04/21/2023 $758.23 Check Date Paid:Amount: 157032 Aspen Mills
04/14/2023Inv. 312206
Total PriceItem Description
$99.90 Boots - Z Pate
04/14/2023Inv. 312208
Total PriceItem Description
$19.70 Name tag - A Waidlich
04/14/2023Inv. 312209
Total PriceItem Description
$101.10 Jacket, name tag - R Coppa
04/14/2023Inv. 312210
Total PriceItem Description
$326.28 Pants, shorts, t-shirt - M Elbin
04/14/2023Inv. 312211
Page 7 of 37 5/1/2023 20
Total PriceItem Description
$211.25 Pants, shirts, name tag - D Pulemjotov
04/21/2023 $1,012.25 Check Date Paid:Amount: 157033 Athletica Sports Systems, Inc.
04/10/2023Inv. 419002
Total PriceItem Description
$1,012.25 Hockey netting
04/21/2023 $1,864.00 Check Date Paid:Amount: 157034 Bach To Rock / Js Music
04/12/2023Inv. SW0423
Total PriceItem Description
$1,864.00 Music workshops Mar 2023
04/21/2023 $5,425.64 Check Date Paid:Amount: 157035 Beacon Athletics LLC
04/11/2023Inv. 0567993IN
Total PriceItem Description
$5,425.64 Temp Baseball Fencing
04/21/2023 $13,452.94 Check Date Paid:Amount: 157036 Benchmark Solutions, LLC / Benchmark
Analytics04/17/2023Inv. 1943
Total PriceItem Description
$13,452.94 Annual Maintenance 5/1/23 - 4/30/24 (Police)
04/21/2023 $214.50 Check Date Paid:Amount: 157037 Benefit Extras, Inc.
04/10/2023Inv. 114660
Total PriceItem Description
$214.50 Cobra & Retiree Admin Fee Mar 2023
04/21/2023 $7,406.00 Check Date Paid:Amount: 157038 Berkley Risk Administrators Co
03/28/2023Inv. 14331278
Total PriceItem Description
$7,406.00 Q1 2023 Workers Comp Administrative Services
04/21/2023 $72.13 Check Date Paid:Amount: 157039 Boyer Trucks
04/12/2023Inv. 003P37718
Total PriceItem Description
$72.13 Air filters - stock
04/21/2023 $47,894.98 Check Date Paid:Amount: 157040 Campbell Knutson Prof Assoc
04/19/2023Inv. F041923
Total PriceItem Description
$14,503.68 General Routine Legal - March 2023
$27,445.00 General Routine Legal - March 2023 - legal Retainer
$564.30 General Routine Legal - March 2023 - Criminal Prosecution
$31.00 General Routine Legal - March 2023 - Forfeited Vehicles
$34.00 General Routine Legal - March 2023 - HRA-CDBG
$806.00 General Routine Legal - March 2023 - ESC17033
$459.00 General Routine Legal - March 2023 - BE2023003
$51.00 General Routine Legal - March 2023 - BE2022012
$102.00 General Routine Legal - March 2023 - BE2022043
$416.50 General Routine Legal - March 2023 - ST239001
$3,482.50 General Routine Legal - March 2023 - ST230002
04/21/2023 $6,552.34 Check Date Paid:Amount: 157041 CDW Government Inc
04/07/2023Inv. HW28867
Total PriceItem Description
$1,742.10 Lenovo Laptop Upgrades 2023 - K Niemeyer
04/11/2023Inv. HX04372
Total PriceItem Description
$1,372.21 Apple 12.9 IPAD Pro 6 W/WIFI -T Quast
04/11/2023Inv. HX13720
Total PriceItem Description
$750.38 Apple 10.9 iPad 10 WIFI/CEL 256GB SL - J Zea
04/12/2023Inv. HX76318
Total PriceItem Description
$2,687.65 LVO X1 YOGA G7 17-1265U 513/16 W11DG, Smart Dock - C Bartley
Page 8 of 37 5/1/2023 21
04/21/2023 $153.00 Check Date Paid:Amount: 157042 Center For Energy & Environment
04/14/2023Inv. 22456
Total PriceItem Description
$153.00 Invoice #22456 - CEE - Loan Servicing Fees - March, 2023
04/21/2023 $10,356.41 Check Date Paid:Amount: 157043 Centerpoint Energy
04/07/2023Inv. F040723
Total PriceItem Description
$10,204.54 Gas bill acct 117338822
04/11/2023Inv. F041123
Total PriceItem Description
$151.87 Gas bill acct 115318545 - FS3
04/21/2023 $326.15 Check Date Paid:Amount: 157044 Centurylink/Lumen
04/04/2023Inv. F0404232822
Total PriceItem Description
$118.84 Phone Line 763-476-2822
04/10/2023Inv. F0410236583
Total PriceItem Description
$194.10 Phone Line 763-559-6583
04/10/2023Inv. F0410239201
Total PriceItem Description
$13.21 Phone Line 763-559-9201
04/21/2023 $68.41 Check Date Paid:Amount: 157045 Cintas Corporation
04/11/2023Inv. 4152064965
Total PriceItem Description
$68.41 Janitorial supplies & Mat service PIC
04/21/2023 $538.46 Check Date Paid:Amount: 157046 Comcast
04/05/2023Inv. F040523
Total PriceItem Description
$538.46 Internet/Cable CH, PS, CMCI, PIC, PCC 4/10-5/9/23
04/21/2023 $713.45 Check Date Paid:Amount: 157047 Dalco
03/28/2023Inv. 4063717
Total PriceItem Description
$713.45 Enmotion roll towel, toilet tissue, can liners, hand towels
04/21/2023 $567.35 Check Date Paid:Amount: 157048 ECM Publishers Inc
04/13/2023Inv. 942529
Total PriceItem Description
$466.20 Bid ad - Nathan Ln Area Rehab
04/13/2023Inv. 942531
Total PriceItem Description
$47.60 Publication - Ord #2023-02
04/13/2023Inv. 942532
Total PriceItem Description
$53.55 PH - Ord 807
04/21/2023 $34,143.60 Check Date Paid:Amount: 157049 Evolving Solutions, Inc
04/14/2023Inv. 201383
Total PriceItem Description
$7,245.00 Aruba AP-655 (US) Campus AP
$338.60 AP-MNT-MP10-B AP Mount Bracket 10-Pack B
$9,977.50 Aruba AP-635 (US) Campus AP
$291.00 Aruba X751 FB Fan Tray
$1,149.00 Aruba 10G SFP+ LC SR 300M MMF XCVR
$6,446.00 Aruba 10G SFP+ LC SR 10KM SMF XCVR
$4,797.50 Aruba Central AP FND 5yr SUB E-STU
$3,510.00 Aruba Central 63/38XX F 5Y E-STU
$389.00 Aruba 50G SFP56 to SFP56 0.65M DAC Cable
04/21/2023 $338.78 Check Date Paid:Amount: 157050 Factory Motor Parts Co
Page 9 of 37 5/1/2023 22
04/11/2023Inv. 112208485
Total PriceItem Description
$71.95 Battery - Unit #5037
04/12/2023Inv. 124222901
Total PriceItem Description
$7.78 Lube filter - stock
04/11/2023Inv. 18544923
Total PriceItem Description
$29.92 Fuel filters - stock
04/12/2023Inv. 18547896
Total PriceItem Description
$40.38 Battery, core - Unit #793
04/14/2023Inv. 18555858
Total PriceItem Description
$54.19 Air filter - #2030
04/11/2023Inv. 70521868
Total PriceItem Description
$17.60 Lube filters - stock
04/13/2023Inv. 70522115
Total PriceItem Description
$116.96 Brake rotor, brake pads - #4003
04/21/2023 $83.00 Check Date Paid:Amount: 157051 Flexible Pipe Tools & Equipment
04/11/2023Inv. 28650
Total PriceItem Description
$83.00 Pressure gauge - Unit #391
04/21/2023 $8,653.00 Check Date Paid:Amount: 157052 Foster Bros. Marine
03/16/2023Inv. 40369
Total PriceItem Description
$3,813.00 2023 Honda Boat Motor and Repair
03/16/2023Inv. 50030
Total PriceItem Description
$4,840.00 2023 Honda Boat Motor and Repair
04/21/2023 $90.00 Check Date Paid:Amount: 157053 Christina Gillespie
04/18/2023Inv. 8
Total PriceItem Description
$90.00 HRA Specialist Consultant 4/12/23
04/21/2023 $2,271.33 Check Date Paid:Amount: 157054 Grainger
03/08/2023Inv. 9632707163
Total PriceItem Description
$15.51 Carabiner kit, magnet ring
04/10/2023Inv. 9668343495
Total PriceItem Description
$183.58 Rubber boots
04/10/2023Inv. 9668884159
Total PriceItem Description
$74.84 Spray outlet, spud coupling
04/10/2023Inv. 9668884167
Total PriceItem Description
$194.36 Cable ties
04/11/2023Inv. 9669729296
Total PriceItem Description
$48.59 Washers, O-rings
04/11/2023Inv. 9670387167
Total PriceItem Description
$125.80 Cable ties
04/12/2023Inv. 9671205574
Total PriceItem Description
$57.63 Spud couplings
Page 10 of 37 5/1/2023 23
04/12/2023Inv. 9671916014
Total PriceItem Description
$123.89 Cable ties, cutting plier
04/13/2023Inv. 9673043775
Total PriceItem Description
$18.50 Faucet inserts, spray outlet
04/13/2023Inv. 9673043791
Total PriceItem Description
$52.87 Wrench aerator, strap wrench
04/13/2023Inv. 9673169489
Total PriceItem Description
$741.96 Drainage mats
04/13/2023Inv. 9673512126
Total PriceItem Description
$217.90 Multi purpose grease
04/13/2023Inv. 9673512134
Total PriceItem Description
$174.28 shelving
04/13/2023Inv. 9673512142
Total PriceItem Description
$241.62 Spring clamp, laser distance meter
04/21/2023 $645.58 Check Date Paid:Amount: 157055 Great Lakes Coca-Cola Distribution LLC
04/14/2023Inv. 3645214666
Total PriceItem Description
$720.58 Concession supplies - PIC
04/14/2023Inv. 3645214667
Total PriceItem Description
($75.00)Return cylinder deposit
04/21/2023 $11,578.51 Check Date Paid:Amount: 157056 Hawkins Inc
04/14/2023Inv. 6446425
Total PriceItem Description
$11,578.51 Azone - Central Water Treatment Plant Chemicals
04/21/2023 $278,348.71 Check Date Paid:Amount: 157057 Healthpartners Insurance Co Inc
04/10/2023Inv. 120393257
Total PriceItem Description
$278,348.71 2023 Medical Insurance Premiums - May 2023
04/21/2023 $850.00 Check Date Paid:Amount: 157058 Hennepin County Fire Chiefs Association
04/17/2023Inv. 23018
Total PriceItem Description
$850.00 Blue Card SIM Training - R Aadalen, T Allard
04/21/2023 $1,200.00 Check Date Paid:Amount: 157059 Hennepin County Treasurer
04/01/2023Inv. 1000204466
Total PriceItem Description
$1,200.00 Solid Waste Facility License 7/1/23 - 6/30/24
04/21/2023 $2.50 Check Date Paid:Amount: 157060 Hennepin County Treasurer
04/10/2023Inv. 1000205094
Total PriceItem Description
$2.50 View recorded documents - Parks
04/21/2023 $996.00 Check Date Paid:Amount: 157061 HLS Outdoor
03/31/2023Inv. 0010001575001
Total PriceItem Description
$996.00 Field chalk
04/21/2023 $845.20 Check Date Paid:Amount: 157062 Home Depot
04/12/2023Inv. 0012246
Total PriceItem Description
$68.48 Batteries
Page 11 of 37 5/1/2023 24
04/11/2023Inv. 1011964
Total PriceItem Description
$34.11 Gloves
04/11/2023Inv. 1011968
Total PriceItem Description
$59.26 Drill bits, scotch blue, screws, tire gauge
04/10/2023Inv. 2011795
Total PriceItem Description
$12.52 Brass fittings
04/10/2023Inv. 2011855
Total PriceItem Description
$1.38 Screws
04/07/2023Inv. 5011360
Total PriceItem Description
$17.98 Braided cable
04/17/2023Inv. 5013146
Total PriceItem Description
$193.68 Tide, A&H liquid cleaner - FS2, FS3
04/17/2023Inv. 5013236
Total PriceItem Description
$36.31 Plumbers putty, shut off valve
04/17/2023Inv. 5311087
Total PriceItem Description
$45.22 Caulk, adhesive applicator
04/06/2023Inv. 6011304
Total PriceItem Description
$35.90 Poly rope, tape measure, swivel bolt
04/16/2023Inv. 6013021
Total PriceItem Description
$141.13 Repair supplies - Bass Lake
04/15/2023Inv. 7012987
Total PriceItem Description
$22.46 Flex & duct tape
04/13/2023Inv. 9012465
Total PriceItem Description
$31.44 Punch set, sawzall blades
04/13/2023Inv. 9012536
Total PriceItem Description
$10.76 Cedar, nails
04/13/2023Inv. 9012580
Total PriceItem Description
$93.88 Cascade - FS2
04/13/2023Inv. 9012635
Total PriceItem Description
$40.69 Mounting tape, chain lube
04/21/2023 $81.26 Check Date Paid:Amount: 157063 Huebsch Services
04/12/2023Inv. 20221361
Total PriceItem Description
$81.26 Mat service - Transit
04/21/2023 $12,218.75 Check Date Paid:Amount: 157064 ISG / I & S Group Inc
03/31/2023Inv. 91093
Total PriceItem Description
$12,218.75 The Meadows Master Plan 3/31/23
04/21/2023 $4,840.00 Check Date Paid:Amount: 157065 J P Schmitz Construction Co LLC
04/10/2023Inv. 1393
Total PriceItem Description
$4,840.00 Water main repair - 720 Orchid Ln N
04/21/2023 $237.00 Check Date Paid:Amount: 157066 Jerry's Service Inc / Plymouth Vip Auto
Page 12 of 37 5/1/2023 25
04/01/2023Inv. 061301042300
Total PriceItem Description
$237.00 Car washes Mar 2023
04/21/2023 $40,000.00 Check Date Paid:Amount: 157067 Timothy & Terri Johnson
04/10/2023Inv. F041023
Total PriceItem Description
$400.00 Permanent Easement
$34,850.00 Reimbursement
$4,750.00 Temporary Easement
04/21/2023 $14,315.00 Check Date Paid:Amount: 157068 Kiesler Police Supply, Inc
04/12/2023Inv. IN212644
Total PriceItem Description
$14,315.00 Department Ammunition
04/21/2023 $209.71 Check Date Paid:Amount: 157069 Lano Equipment Inc
04/18/2023Inv. 03987056
Total PriceItem Description
$209.71 Air, fuel, oil filters, element assy - #5053
04/21/2023 $285.43 Check Date Paid:Amount: 157070 Larson Companies/Peterbilt
04/12/2023Inv. 2504393031
Total PriceItem Description
$186.67 Gasket, integrated wiring - Unit #391
04/17/2023Inv. 2504393873
Total PriceItem Description
$98.76 Fuel filter, drain tube - #391
04/21/2023 $4,076.11 Check Date Paid:Amount: 157071 League of Minnesota Cities
04/11/2023Inv. F041123
Total PriceItem Description
$4,076.11 Reimbursement for fence damage - COP Liab 2022-24 Streets Mtce
04/21/2023 $470.10 Check Date Paid:Amount: 157072 Lowe's
04/11/2023Inv. 01289
Total PriceItem Description
$322.72 leather pad, rake, reach tool
04/11/2023Inv. 02200
Total PriceItem Description
$90.13 Reach tool, rakes
04/12/2023Inv. 02320
Total PriceItem Description
$57.25 Tools - Zachary
04/21/2023 $1,121.78 Check Date Paid:Amount: 157073 LRS Portables, LLC/Jimmy's Johnnys
04/06/2021Inv. MP220319
Total PriceItem Description
$1,121.78 Portable toilet rental 3/10-4/6/23
04/21/2023 $675.00 Check Date Paid:Amount: 157074 Michelle Luna
04/17/2023Inv. 11
Total PriceItem Description
$675.00 HRA Specialist Consultant 4/10/23-4/14/23
04/21/2023 $1,161.74 Check Date Paid:Amount: 157075 Lutheran Social Service of MN
04/14/2023Inv. PHRA013
Total PriceItem Description
$1,161.74 Invoice #PHRA-013 - Lutheran Social Service - 2022 Q3 CDBG Grant
04/21/2023 $425.00 Check Date Paid:Amount: 157076 Macphail Center For Music
04/13/2023Inv. 0013434IN
Total PriceItem Description
$425.00 Unwrapping music sessions
04/21/2023 $490.04 Check Date Paid:Amount: 157077 Macqueen Equipment/Emergency
Page 13 of 37 5/1/2023 26
04/13/2023Inv. P08896
Total PriceItem Description
$325.66 Gauges, filter - #41 (L-21)
04/17/2023Inv. P08909
Total PriceItem Description
$164.38 Gauge - #41
04/21/2023 $47,573.43 Check Date Paid:Amount: 157078 Mansfield Oil Company
04/11/2023Inv. 24175924
Total PriceItem Description
$24,310.62 4000 gal Fixed Diesel, 3499 Gal SPOT
04/11/2023Inv. 24175979
Total PriceItem Description
$4,255.41 1500 Gal Unleaded SPOT
04/11/2023Inv. 24175980
Total PriceItem Description
$19,007.40 7000 Gal Unleaded Fixed
04/21/2023 $5,000.00 Check Date Paid:Amount: 157079 Marsh & Mclennan Agency
04/11/2023Inv. 2235963
Total PriceItem Description
$5,000.00 2023-2024 Q1 Property/Casualty Insurance Agency Fee
04/21/2023 $238.52 Check Date Paid:Amount: 157080 Metro Products Inc
04/06/2023Inv. 173177
Total PriceItem Description
$238.52 Various fittings
04/21/2023 $53.25 Check Date Paid:Amount: 157081 Midway Ford
04/12/2023Inv. 768598
Total PriceItem Description
$53.25 Sensor - Unit #1070
04/21/2023 $449.24 Check Date Paid:Amount: 157082 Minneapolis Saw Company Inc
04/06/2023Inv. 156077
Total PriceItem Description
$90.33 Hand guard, handlebar
04/06/2023Inv. 156619
Total PriceItem Description
$396.90 Pole saw, saw & pruner blades
04/06/2023Inv. 156632
Total PriceItem Description
($37.99)Credit for saw blades
04/21/2023 $699.30 Check Date Paid:Amount: 157083 Minnesota Glove & Safety Inc
04/11/2023Inv. 341406
Total PriceItem Description
$699.30 Safety gloves
04/21/2023 $120.00 Check Date Paid:Amount: 157084 David Motzenbecker/Motz Studios LLC
04/15/2023Inv. 307
Total PriceItem Description
$120.00 Forest bathing walk
04/21/2023 $192.80 Check Date Paid:Amount: 157085 MTI Distributing Inc
04/11/2023Inv. 138045500
Total PriceItem Description
$108.75 Fuel/water separator filter - stock
04/14/2023Inv. 138054000
Total PriceItem Description
$84.05 RH deck cover - #5037
04/21/2023 $1,000.00 Check Date Paid:Amount: 157086 Nagell Appraisal & Consulting Inc
04/12/2023Inv. 31350
Page 14 of 37 5/1/2023 27
Total PriceItem Description
$1,000.00 Appraisal - 13512 Sunset Trail
04/21/2023 $172.30 Check Date Paid:Amount: 157087 Napa Genuine Auto Parts Co
04/10/2023Inv. 2349831227
Total PriceItem Description
$109.34 Battery, core deposit
04/10/2023Inv. 2349831281
Total PriceItem Description
($109.34)Battery, core deposit - credit inv#2349831227
04/12/2023Inv. 2349831562
Total PriceItem Description
$24.94 Hydraulic filter - Unit #5016
04/12/2023Inv. 2349831641
Total PriceItem Description
$2.48 Fuel filter
04/12/2022Inv. 2349831642
Total PriceItem Description
$2.48 Fuel filter - #5029
04/14/2023Inv. 2349831890
Total PriceItem Description
$7.54 Hydraulic filter - #6045
04/14/2023Inv. 2349831946
Total PriceItem Description
$101.07 Foldable slim light
04/17/2023Inv. 2349832228
Total PriceItem Description
$33.79 Oil filter strap
04/21/2023 $1,135.00 Check Date Paid:Amount: 157088 Northern Woodwork Inc.
03/29/2023Inv. 30171
Total PriceItem Description
$1,135.00 Fire Cabinet casework & delivery
04/21/2023 $3,030.57 Check Date Paid:Amount: 157089 Nuss Truck And Equipment
04/13/2023Inv. 4737062P
Total PriceItem Description
$1,874.31 Fuel tank - #2086
04/11/2023Inv. 4745570P
Total PriceItem Description
$475.36 Gaskets, seal rings, clamp, O-ring - #295
04/12/2023Inv. 4745580P
Total PriceItem Description
$28.67 Gasket, sealing ring - Unit #295
04/12/2023Inv. 4745650P
Total PriceItem Description
$66.78 Hose kit - Unit #295
04/13/2023Inv. 4745776P
Total PriceItem Description
$71.37 V-clamp, gasket - Unit #295
04/14/2023Inv. 4745973P
Total PriceItem Description
$269.68 Exhaust pipe, V-clamps, gaskets - #295
04/18/2023Inv. 4746278P
Total PriceItem Description
$244.40 Shock absorber, level valve, fitting - #2086
04/21/2023 $3,187.47 Check Date Paid:Amount: 157090 Nystrom Publishing Co Inc
04/05/2023Inv. 46544
Total PriceItem Description
$3,187.47 Capital Improvement Plan Resource Book
Page 15 of 37 5/1/2023 28
04/21/2023 $134.48 Check Date Paid:Amount: 157091 Office Depot
03/30/2023Inv. 303209393001
Total PriceItem Description
$7.86 Popup notes
04/11/2023Inv. 308107323001
Total PriceItem Description
$115.50 Pens, utility knife, blades, labels, tissue, basket
04/12/2023Inv. 308107325001
Total PriceItem Description
$11.12 Pledge wipes - PS
04/21/2023 $107.88 Check Date Paid:Amount: 157092 Office of MN It Services
04/11/2023Inv. DV23030449
Total PriceItem Description
$107.88 Router/CSU - CJDN Mar 2023
04/21/2023 $947.62 Check Date Paid:Amount: 157093 Owens Companies Inc
03/31/2023Inv. 34239
Total PriceItem Description
$947.62 Troubleshoot Unit #6 VFD
04/21/2023 $1,140.00 Check Date Paid:Amount: 157094 Pilates MN
04/10/2023Inv. F041023
Total PriceItem Description
$798.00 Pilates Reformer Instruction Wednesdays 3/1-4/5/23
04/10/2023Inv. F041023-1
Total PriceItem Description
$342.00 Pilates Reformer Instruction Thursdays 3/2-4/6/23
04/21/2023 $2,758.12 Check Date Paid:Amount: 157095 Plunkett's Pest Control Inc
04/01/2023Inv. 7949740
Total PriceItem Description
$389.03 Pest Control 4/2023-3/2024 - Vicksburg Reservoir
04/01/2023Inv. 7949875
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #14
04/01/2023Inv. 7951326
Total PriceItem Description
$523.69 Pest Control 4/2023-3/2024 - East Shop
04/01/2023Inv. 7951327
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #3
04/01/2023Inv. 7951328
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #8
04/01/2023Inv. 7953195
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #4
04/01/2023Inv. 7953196
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #11
04/01/2023Inv. 7954157
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #1
04/01/2023Inv. 7954961
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #15
04/01/2023Inv. 7956161
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #2
04/01/2023Inv. 7956162
Page 16 of 37 5/1/2023 29
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #5
04/01/2023Inv. 7956551
Total PriceItem Description
$184.54 Pest Control 4/2023-3/2024 - Well #16
04/21/2023 $276.43 Check Date Paid:Amount: 157096 Pollard Water
04/10/2023Inv. 0235743
Total PriceItem Description
$217.33 4-1/2 out of serv hyd disk wh/re
04/13/2023Inv. 0236061
Total PriceItem Description
$59.10 Hose nozzle
04/21/2023 $872.87 Check Date Paid:Amount: 157097 Positive Promotions
04/07/2023Inv. 07134434
Total PriceItem Description
$872.87 Drawstring backpacks
04/21/2023 $838.00 Check Date Paid:Amount: 157098 Powerplan / Rdo / Vermeer
04/06/2021Inv. W1529014
Total PriceItem Description
$620.00 Repair hammer, coupler, cap
04/12/2023Inv. W1536214
Total PriceItem Description
$218.00 Weld flat edge to bucket teeth on backhoe
04/21/2023 $6,683.05 Check Date Paid:Amount: 157099 Prism
03/31/2023Inv. 033123PCDBG
Total PriceItem Description
$6,683.05 Invoice #03.31.23 - PRISM - 2022 Q3 CDBG Grant Award
04/21/2023 $1,335.65 Check Date Paid:Amount: 157100 R&R Specialties of Wisconsin Inc
02/24/2023Inv. 0078323IN
Total PriceItem Description
$1,335.65 Service call power to controller & card pump
04/21/2023 $5,817.90 Check Date Paid:Amount: 157101 Reinders Inc
04/06/2023Inv. 309379300
Total PriceItem Description
$5,454.90 Playfields spring fertilizer - May and June
04/12/2023Inv. 309411700
Total PriceItem Description
$124.00 Container & bedding mix, scabbard, pruner
04/12/2023Inv. 309413700
Total PriceItem Description
$239.00 Blue/Rye Seed Mix
04/21/2023 $93,387.84 Check Date Paid:Amount: 157102 Republic Services #894
03/31/2023Inv. 0894006179114
Total PriceItem Description
$82,744.17 March 2023 Curbside & Drop Off Site Services
$8,062.00 March 2023 Curbside & Drop Off Site Services
$216.45 Recycle Container 3 Cu Yd - Contaminated Materials 3/7
$432.90 1 Waste Container 2 Cu Yd - Contaminated Materials 3/3 & 3/17
03/31/2023Inv. 0894006182080
Total PriceItem Description
$1,932.32 Dumpster service & Construction/Demo Debris Mar 2023
04/21/2023 $144.36 Check Date Paid:Amount: 157103 Rosenbauer Minnesota LLC
04/13/2023Inv. DA170
Total PriceItem Description
$144.36 Mud flaps - #0051
04/21/2023 $11,480.00 Check Date Paid:Amount: 157104 Schindler Elevator Corp
Page 17 of 37 5/1/2023 30
05/18/2022Inv. 7100490176
Total PriceItem Description
$11,480.00 Elevator repairs, testing and inspection - ST73
04/21/2023 $140.00 Check Date Paid:Amount: 157105 Science Explorers/Discovery Explorers LLC
04/17/2023Inv. 4939
Total PriceItem Description
$140.00 Dinosaurs II Parent/Child class
04/21/2023 $12,298.71 Check Date Paid:Amount: 157106 Senior Community Services
04/13/2023Inv. F041323
Total PriceItem Description
$12,298.71 Invoice - Senior Community Services - 2022 Q3 CDBG
04/21/2023 $690.00 Check Date Paid:Amount: 157107 Signs Now
04/11/2023Inv. I39113
Total PriceItem Description
$690.00 Seasonal hiring banners
04/21/2023 $3,240.00 Check Date Paid:Amount: 157108 SMA Exteriors and Restoration
04/14/2023Inv. 12201071-1
Total PriceItem Description
$3,240.00 Invoice # 1-220107-1-Final Payment - 3625 Wellington Ln N
04/21/2023 $161.00 Check Date Paid:Amount: 157109 State of Minnesota
04/17/2023Inv. F041723
Total PriceItem Description
$161.00 Temporary Traffic Control Field manual
04/21/2023 $1,934.94 Check Date Paid:Amount: 157110 Streicher's Inc
04/07/2023Inv. I16266413
Total PriceItem Description
$329.99 Holosun SCS, GL MOS, 32MOA Ring
04/11/2023Inv. I1627002
Total PriceItem Description
$800.00 Sponge round projectile
04/13/2023Inv. I1627419
Total PriceItem Description
$119.96 Name tag, service tab - D Yagow
04/13/2023Inv. I1627501
Total PriceItem Description
$489.99 Hat, jackets, shirt, pants, name tag - M Soultz
04/13/2023Inv. I1627562
Total PriceItem Description
$195.00 Hat, jacket, shirts, name tag - M Soultz
04/21/2023 $285.00 Check Date Paid:Amount: 157111 Suburban Tire Wholesale Inc
04/12/2023Inv. 10193431
Total PriceItem Description
$190.00 Turf master tires - #5037
04/12/2023Inv. 10193442
Total PriceItem Description
$95.00 Turf master tire - #5045
04/21/2023 $80.00 Check Date Paid:Amount: 157112 Thang Labs Inc./Fastest Labs of Plymouth
04/01/2023Inv. 1651
Total PriceItem Description
$80.00 Lab test 4/13/23
04/21/2023 $234.50 Check Date Paid:Amount: 157113 Timesaver Off Site Secretarial
04/14/2023Inv. M28154
Total PriceItem Description
$234.50 City Council Mtg Minutes 3/30/23
04/21/2023 $87.00 Check Date Paid:Amount: 157114 Ronald Timm
Page 18 of 37 5/1/2023 31
04/12/2023Inv. F041223
Total PriceItem Description
$87.00 Teaching fee for "Cut the cable cord"
04/21/2023 $191.52 Check Date Paid:Amount: 157115 Toll Company
04/14/2023Inv. 10508025
Total PriceItem Description
$191.52 Forklift cylinder propane
04/21/2023 $2,517.13 Check Date Paid:Amount: 157116 Treehouse
04/13/2023Inv. F041323
Total PriceItem Description
$2,517.13 Invoice - Treehouse - Q3 2022 CDBG
04/21/2023 $1,331.30 Check Date Paid:Amount: 157117 USA Bluebook
04/05/2023Inv. 321947
Total PriceItem Description
$1,331.30 Anti seize, hydrant oil
04/21/2023 $3,071.50 Check Date Paid:Amount: 157118 USI Insurance
03/20/2023Inv. 4535313
Total PriceItem Description
$3,071.50 Accident Health Renewal 2/25/23 - 2/25/24
04/21/2023 $505.35 Check Date Paid:Amount: 157119 Verified Credentials Inc
02/28/2023Inv. 340029
Total PriceItem Description
$505.35 Background Screening Feb 2023
04/21/2023 $1,078.00 Check Date Paid:Amount: 157120 Veritone, Inc.
03/30/2023Inv. 430057
Total PriceItem Description
$1,078.00 Overage hours Mar 2023
04/21/2023 $1,225.00 Check Date Paid:Amount: 157121 Michael Walters
04/12/2023Inv. F041223
Total PriceItem Description
$1,225.00 Settlement Agreement
04/21/2023 $724.20 Check Date Paid:Amount: 157122 Water Conservation Services Inc
04/12/2023Inv. 13158
Total PriceItem Description
$724.20 Leak Locates - 4/5-4/6/23
04/21/2023 $80.25 Check Date Paid:Amount: 157123 The Watson Company
04/14/2023Inv. 133168
Total PriceItem Description
$80.25 Concession supplies - PIC
04/21/2023 $8,424.00 Check Date Paid:Amount: 157124 Welch Village Ski Area Inc
04/17/2023Inv. 12062000000
Total PriceItem Description
$8,424.00 Ski Club trips on 2/24 and 3/1
04/21/2023 $57,182.78 Check Date Paid:Amount: 157125 Xcel Energy
04/05/2023Inv. 822955360
Total PriceItem Description
$32.70 Tunnel Lights Acct 5100132180938
04/06/2023Inv. 823013709
Total PriceItem Description
$47,500.88 Wells & WTP's Acct 5146520754
04/07/2023Inv. 823317713
Total PriceItem Description
$68.09 City Parks Acct 5100134670071
04/10/2023Inv. 823410659
Page 19 of 37 5/1/2023 32
Total PriceItem Description
$6,796.07 Lift Stations Acct 5152031200
04/11/2023Inv. 823661502
Total PriceItem Description
$2,673.47 Bus Shelters Acct 5159372579
04/11/2023Inv. 823662471
Total PriceItem Description
$111.57 Civil Defense Sirens Acct 5155270998
04/21/2023 $3,160.00 Check Date Paid:Amount: 157126 Zarnoth Brush Works Inc
04/03/2023Inv. 0193239IN
Total PriceItem Description
$3,160.00 Disposable gutter broom - #0216
04/21/2023 $350.00 Check Date Paid:Amount: 157127 Michael Lynch
04/14/2023Inv. F041423
Total PriceItem Description
$350.00 Starwatch Program 4/14/23
04/21/2023 $201.74 Check Date Paid:Amount: 157128 Karen Anderson
04/17/2023Inv. F041723-1
Total PriceItem Description
$201.74 Mileage reimbursement - MN Chiefs ETI Conference
04/21/2023 $314.99 Check Date Paid:Amount: 157129 Dave Callister
03/31/2023Inv. F033123
Total PriceItem Description
$314.99 Mileage reimbursement - Mar 2023
04/21/2023 $300.00 Check Date Paid:Amount: 157130 Petty Cash
04/19/2023Inv. F041923
Total PriceItem Description
$300.00 Petty Cash for Drop off Day Finance Staff
04/21/2023 $56.00 Check Date Paid:Amount: 157131 Michael Reed
04/17/2023Inv. F041723
Total PriceItem Description
$56.00 Reimburse expenses - MN Chiefs ETI
04/21/2023 $108.36 Check Date Paid:Amount: 157132 Ben Scharenbroich
04/17/2023Inv. F041723
Total PriceItem Description
$108.36 Discover Plymouth Event - food for employees
04/28/2023 $500.00 Check Date Paid:Amount: 157148 * Minnesota Boychoir
04/20/2023Inv. Import - 15715
Total PriceItem Description
$500.00 Park and Rec Refund
04/28/2023 $100.00 Check Date Paid:Amount: 157149 * Minnesota Municipal Utilities Association
04/20/2023Inv. Import - 15714
Total PriceItem Description
$100.00 Park and Rec Refund
04/28/2023 $1,261.00 Check Date Paid:Amount: 157150 SUNDERLAND PLUMBING INC
04/27/2023Inv. 00347125
Total PriceItem Description
$809.00 Refund - Permit - P202300719 - Permit - P202300718 - Permit - P2
04/27/2023Inv. 00347126
Total PriceItem Description
$452.00 Refund - Permit - P202301902 - Permit - P202301903 - Permit - P2
04/28/2023 $153.26 Check Date Paid:Amount: 157151 A&Z Lawn Care LLC
04/17/2023Inv. 024549
Total PriceItem Description
$153.26 Snow removal Feb/Mar 2023
Page 20 of 37 5/1/2023 33
04/28/2023 $520.40 Check Date Paid:Amount: 157152 Able Hose & Rubber LLC
04/19/2023Inv. 230529001
Total PriceItem Description
$520.40 2.5"x25' CXPLF
04/28/2023 $86,724.52 Check Date Paid:Amount: 157153 ABM Equipment & Supply LLC
04/18/2023Inv. 0174019IN
Total PriceItem Description
$395.52 5M Tether Cable W/Plug - Unit #2009
04/20/2023Inv. 0174052IN
Total PriceItem Description
$86,329.00 Sign Truck build-out (State contract # 193773)
04/28/2023 $23,520.98 Check Date Paid:Amount: 157154 Ace Lock & Safe Co Inc
03/30/2023Inv. A104437
Total PriceItem Description
$1,169.00 Replace electric strike on bathroom - Bass Lake
03/30/2023Inv. A104456
Total PriceItem Description
$20,046.00 Replace 7 doors, frames & locking materials - Bass Lake
04/18/2023Inv. A104487
Total PriceItem Description
$1,566.98 Install combo lock on radiological room
04/14/2023Inv. A104515
Total PriceItem Description
$739.00 Replace closer & repair lever - PIC
04/28/2023 $241.97 Check Date Paid:Amount: 157155 Acme Tools
04/20/2023Inv. 11188410
Total PriceItem Description
$111.99 Portable pressurized water tank
04/20/2023Inv. 11189029
Total PriceItem Description
$129.98 Cut-off Wheels
04/28/2023 $750.00 Check Date Paid:Amount: 157156 Action Sports of Mn/3rd Lair
02/08/2023Inv. CR2727
Total PriceItem Description
$750.00 Summer Series at Plymouth Skate Park 6/20/23
04/28/2023 $31,433.83 Check Date Paid:Amount: 157157 Advanced Engineering & Environmental
Services Ae2s04/11/2023Inv. 86551
Total PriceItem Description
$31,433.83 Mission Farms LS Rehab Phase 2 Design & Bidding Services 3/31/23
04/28/2023 $4,885.00 Check Date Paid:Amount: 157158 Alliant Engineering Inc
04/17/2023Inv. 73713
Total PriceItem Description
$4,885.00 Kilmer and 36th Intersection Study 3/31/23
04/28/2023 $545.33 Check Date Paid:Amount: 157159 ALTA
04/11/2023Inv. 14383
Total PriceItem Description
$341.45 Bronze tree cast plaque
04/25/2023Inv. 14584
Total PriceItem Description
$203.88 Badge plaques
04/28/2023 $112.00 Check Date Paid:Amount: 157160 American Red Cross
04/19/2023Inv. 22583944
Total PriceItem Description
$112.00 Adult & Pediatric CPR/AED-BL
04/28/2023 $260.66 Check Date Paid:Amount: 157161 Anderson Lawn Mainenance Inc. & Snow
Removal
Page 21 of 37 5/1/2023 34
04/04/2023Inv. F040423
Total PriceItem Description
$260.66 Snow removal Mar/April 2023
04/28/2023 $355.00 Check Date Paid:Amount: 157162 Andrew E Lange / Trustworthy Glass
04/20/2023Inv. 7935
Total PriceItem Description
$355.00 Install mapes panel - PIC
04/28/2023 $274.08 Check Date Paid:Amount: 157163 Andy's Lawncare
04/01/2023Inv. 34067
Total PriceItem Description
$274.08 Snow removal Apr 2023
04/28/2023 $71,788.65 Check Date Paid:Amount: 157164 Ashwill Companies
03/31/2023Inv. 1
Total PriceItem Description
$71,788.65 Plymouth Creek Bank Repair Project 3/14/23
04/28/2023 $1,530.39 Check Date Paid:Amount: 157165 Aspen Mills
04/21/2023Inv. 312549
Total PriceItem Description
$263.93 Tee, shorts, boot - G Collins
04/21/2023Inv. 312550
Total PriceItem Description
$49.96 Shorts - M Elbin
04/21/2023Inv. 312553
Total PriceItem Description
$707.84 Pants, vest, jacket, boots, glove - T Evenson
04/21/2023Inv. 312554
Total PriceItem Description
$77.25 Vest, name tag - S Marti
04/21/2023Inv. 312555
Total PriceItem Description
$232.16 Polo, tee, fleece, shorts, cap, belt - M Cossette
04/21/2023Inv. 312556
Total PriceItem Description
$199.25 Pants, shirts, tie, name tag - A Hawks
04/28/2023 $57.25 Check Date Paid:Amount: 157166 Athletica Sports Systems, Inc.
04/12/2023Inv. 419038
Total PriceItem Description
$57.25 Caster wheel w/bolt - PIC
04/28/2023 $1,140.00 Check Date Paid:Amount: 157167 Barr Engineering Co.
03/28/2023Inv. 232718180312
Total PriceItem Description
$1,140.00 Chelsea Woods Drainage Improv Prelim Design (Phase 1) 2/24/23
04/28/2023 $152.89 Check Date Paid:Amount: 157168 BGS Barna, Guzy & Steffen, Ltd
03/31/2023Inv. 261212
Total PriceItem Description
$152.89 General Employment Law Counseling
04/28/2023 $3,033.10 Check Date Paid:Amount: 157169 Bound Tree Medical LLC
04/14/2023Inv. 65248469
Total PriceItem Description
$25.90 Curaplex masks
04/14/2023Inv. 65248651
Total PriceItem Description
$2,877.24 Medical supplies
04/17/2023Inv. 65251334
Total PriceItem Description
$129.96 I-Gel O2 Resus Packs
Page 22 of 37 5/1/2023 35
04/28/2023 $1,207.54 Check Date Paid:Amount: 157170 Canteen Refreshment Services
04/21/2023Inv. MSP67744
Total PriceItem Description
$494.05 Concession supplies - PIC
04/25/2023Inv. MSP68522
Total PriceItem Description
$713.49 Concession supplies - PIC
04/28/2023 $138,835.37 Check Date Paid:Amount: 157171 Cartegraph Systems LLC
04/19/2023Inv. INV00010667
Total PriceItem Description
$138,835.37 Cartegraph Maintenance 4/29/23 - 4/28/24
04/28/2023 $10,426.55 Check Date Paid:Amount: 157172 CDW Government Inc
04/19/2023Inv. JC64881
Total PriceItem Description
$297.16 Headset - J Toney
04/19/2023Inv. JC73109
Total PriceItem Description
$192.02 LG Freesync IPS Monitor - P Fischer
04/21/2023Inv. JD40753
Total PriceItem Description
$3,484.20 Lenovo Thinkbad X13 Yoga (7074337)
04/21/2023Inv. JD89244
Total PriceItem Description
$1,742.10 LVO X13Y G3 I7-1255U 256/16 W11DG
04/21/2023Inv. JD89246
Total PriceItem Description
$1,742.10 LVO X13Y G3 I7-1255U 256/16 W11DG
04/21/2023Inv. JD89248
Total PriceItem Description
$1,742.10 LVO X13Y G3 I7-1255U 256/16 W11DG
04/25/2023Inv. JG15202
Total PriceItem Description
$1,226.87 Cisco Smartnet 8X5XNBD Switches 5/25/23-5/24/24
04/28/2023 $1,750.00 Check Date Paid:Amount: 157173 Center For Energy & Environment
04/20/2023Inv. 22512
Total PriceItem Description
$1,750.00 Invoice #22512 -CEE - Home Energy Squad Planner Visits
04/28/2023 $44,200.82 Check Date Paid:Amount: 157174 Centerpoint Energy
04/12/2023Inv. F041223
Total PriceItem Description
$44,200.82 Gas bill acct 80000147373
04/28/2023 $3,948.99 Check Date Paid:Amount: 157175 Centurylink/Lumen
04/24/2023Inv. 636926990
Total PriceItem Description
$3,948.99 Internet 3/24/-4/23/22, Loop 4/24/22-5/23/22
04/28/2023 $184.26 Check Date Paid:Amount: 157176 Centurylink/Lumen
04/19/2023Inv. F0419236847
Total PriceItem Description
$184.26 Phone line 763-473-6847
04/28/2023 $1,344.00 Check Date Paid:Amount: 157177 Ceramic Sow / Adama Sow
04/25/2023Inv. F042523
Total PriceItem Description
$1,344.00 Wheel Pottery Classes - 4/5-4/26/23
04/28/2023 $55.67 Check Date Paid:Amount: 157178 Cintas Corporation
04/18/2023Inv. 4152767950
Page 23 of 37 5/1/2023 36
Total PriceItem Description
$55.67 Janitorial supplies - PIC
04/28/2023 $389.17 Check Date Paid:Amount: 157179 Cintas Corporation
04/13/2023Inv. 5153837513
Total PriceItem Description
$32.79 Medical Cabinet Resupply - CH
04/20/2023Inv. 5154836171
Total PriceItem Description
$356.38 Medical Cabinet Resupply - PW
04/28/2023 $900.00 Check Date Paid:Amount: 157180 City of St Paul
04/07/2023Inv. IN53440
Total PriceItem Description
$900.00 PDI Course - Swat Scout School - 3/15/23
04/28/2023 $934.34 Check Date Paid:Amount: 157181 Cloud Cabling Inc
04/14/2023Inv. 9505
Total PriceItem Description
$614.34 Install CAT6 cables - PS
04/14/2023Inv. 9506
Total PriceItem Description
$320.00 Repair paging system - FS2
04/28/2023 $355.00 Check Date Paid:Amount: 157182 Compas Inc.
03/01/2023Inv. 3727
Total PriceItem Description
$355.00 Nature Art 3/14/23
04/28/2023 $3,302.10 Check Date Paid:Amount: 157183 Core & Main LP
04/03/2023Inv. S608199
Total PriceItem Description
$3,302.10 30" WB67 Top & Rod Ext
04/28/2023 $21.45 Check Date Paid:Amount: 157184 Crown Marking Inc
04/24/2023Inv. OE87248
Total PriceItem Description
$21.45 Badge fastener
04/28/2023 $1,519.90 Check Date Paid:Amount: 157185 Dalco
04/05/2023Inv. 4067214
Total PriceItem Description
$1,317.35 Toilet tissue, towels, hand sanitizer, soap, liners
04/13/2023Inv. 4070683
Total PriceItem Description
$99.40 Neutral Cleaner Enzymatic
04/17/2023Inv. 4071990
Total PriceItem Description
$103.15 Can liners - CH
04/28/2023 $3,363.30 Check Date Paid:Amount: 157186 Earl F. Andersen Inc.
04/13/2023Inv. 0132284IN
Total PriceItem Description
$3,363.30 Kleen break surface mount, tubular posts, bolts
04/28/2023 $274.05 Check Date Paid:Amount: 157187 ECM Publishers Inc
04/13/2023Inv. 942530
Total PriceItem Description
$274.05 Mission Farms LS Rehab bids
04/28/2023 $614.00 Check Date Paid:Amount: 157188 Electric Pump
04/20/2023Inv. 0075703IN
Total PriceItem Description
$614.00 Start/run kit & components - ZWP
04/28/2023 $347.00 Check Date Paid:Amount: 157189 Electronic Communication Systems Llc/Ecsi
Page 24 of 37 5/1/2023 37
04/11/2023Inv. 23030698
Total PriceItem Description
$347.00 Repair mag locks on Dome
04/28/2023 $1,075.77 Check Date Paid:Amount: 157190 Evolving Solutions, Inc
04/17/2023Inv. 201399
Total PriceItem Description
$1,075.77 Aruba switch & token, Aruba 5Y FC 7/26/22-7/26/27
04/28/2023 $208.52 Check Date Paid:Amount: 157191 Factory Motor Parts Co
04/20/2023Inv. 124223662
Total PriceItem Description
$6.32 Lube filter - stock
04/20/2023Inv. 128164746
Total PriceItem Description
$6.32 Lube filter - stock
04/20/2023Inv. 159083507
Total PriceItem Description
$3.52 Oil filter - stock
04/20/2023Inv. 165013663
Total PriceItem Description
$8.34 Fuel water separator - stock
04/18/2023Inv. 18566830
Total PriceItem Description
$45.00 Radial seal outer air - stock
04/20/2023Inv. 18574954
Total PriceItem Description
$73.72 Lube filters, fuel manager filter - stock
04/19/2023Inv. 70522898
Total PriceItem Description
$4.12 Wiper blade - stock
04/19/2023Inv. 70522977
Total PriceItem Description
$37.22 Brake pads - Unit #370
04/20/2023Inv. 70523128
Total PriceItem Description
$7.04 Lube filters - stock
04/20/2023Inv. 74309916
Total PriceItem Description
$16.92 Fuel manager filter - stock
04/28/2023 $191.18 Check Date Paid:Amount: 157192 Finance And Commerce
04/13/2023Inv. 745121643
Total PriceItem Description
$191.18 Publication - Mission Farms LS Rehab Work
04/28/2023 $472.50 Check Date Paid:Amount: 157193 Finepoint Technology LLC
03/31/2023Inv. 220441
Total PriceItem Description
$472.50 Evaluate the PCC audio visual system - thru 3/31/23
04/28/2023 $164.60 Check Date Paid:Amount: 157194 Fire Equipment Specialties
04/12/2023Inv. 11177
Total PriceItem Description
$164.60 Maltese Cross printed on Reflective Vinyl
04/28/2023 $1,125.00 Check Date Paid:Amount: 157195 Flexible Pipe Tools & Equipment
04/18/2023Inv. 28668
Total PriceItem Description
$1,125.00 Fiberglass pole, leader hose
04/28/2023 $15,948.84 Check Date Paid:Amount: 157196 Garage Floor Coating of Mn/Gfc/Jsr
Management04/10/2023Inv. 3162
Page 25 of 37 5/1/2023 38
Total PriceItem Description
$15,948.84 Bass Lake Floor
04/28/2023 $3,353.97 Check Date Paid:Amount: 157198 Groundscare Inc.
04/11/2023Inv. 8297
Total PriceItem Description
$3,353.97 Snow plowing Mar 2023
04/28/2023 $1,103.75 Check Date Paid:Amount: 157199 Guardian Property Management
03/22/2023Inv. F032223
Total PriceItem Description
$991.25 Maintenance & repairs - 3325 Garland Ave
04/21/2023Inv. F042123
Total PriceItem Description
$112.50 Maintenance & repairs - 14227 41st Ave N
04/28/2023 $1,651.30 Check Date Paid:Amount: 157200 Hawkins Inc
04/19/2023Inv. 6451620
Total PriceItem Description
$1,651.30 Chemicals - CWP
04/28/2023 $335.25 Check Date Paid:Amount: 157201 HDS White Cap Const Supply
04/12/2023Inv. 50021673913
Total PriceItem Description
$335.25 Safety glasses
04/28/2023 $16,200.00 Check Date Paid:Amount: 157202 Hennepin County Treasurer
04/21/2023Inv. F042123
Total PriceItem Description
$16,200.00 Quick Take Deposit - Parcel 27
04/28/2023 $16,350.00 Check Date Paid:Amount: 157203 Hennepin County Treasurer
04/21/2023Inv. F042123-1
Total PriceItem Description
$16,350.00 Quick Take Deposit - Parcel 132
04/28/2023 $30,950.00 Check Date Paid:Amount: 157204 Hennepin County Treasurer
04/21/2023Inv. F042123-2
Total PriceItem Description
$30,950.00 Quick Take Deposit - Parcel 133
04/28/2023 $1,613.12 Check Date Paid:Amount: 157205 Home Depot
03/03/2023Inv. 0013452
Total PriceItem Description
$33.08 Plywood - Bass Lake
04/21/2023Inv. 1014020
Total PriceItem Description
$52.90 Doormat, aluminum flat bar
04/21/2023Inv. 1014034
Total PriceItem Description
$95.92 Trufuel - FS2 & FS3
04/20/2023Inv. 2013803
Total PriceItem Description
$77.36 Court signs & Pickleball rack supplies
04/20/2023Inv. 2013811
Total PriceItem Description
$37.14 Sheet metal, tailpiece, slip joint, P-trap - Bass Lake
04/20/2023Inv. 2013928
Total PriceItem Description
$111.81 Socket set, S hooks, pliers
04/19/2023Inv. 3013672
Total PriceItem Description
$165.11 Plumbing supplies - Bass Lake
04/19/2023Inv. 3013714
Page 26 of 37 5/1/2023 39
Total PriceItem Description
$99.00 Air purifier - PS
04/19/2023Inv. 3620777
Total PriceItem Description
$23.77 Hex nipple, seal tape, bushings
04/18/2023Inv. 4013363
Total PriceItem Description
$144.26 Strainer, adhesive, ball valve, washer, flange, p trap-Bass Lake
04/18/2023Inv. 4620735
Total PriceItem Description
$99.00 Air purifier - PS
04/17/2023Inv. 5013118
Total PriceItem Description
$38.56 House numbers - 1415 Evergreen
04/17/2023Inv. 5013121
Total PriceItem Description
$29.34 Garden valve, poly elbow
04/17/2023Inv. 5013148
Total PriceItem Description
$126.41 Clay spade, bull point chisel, flat chisel
04/17/2023Inv. 5013158
Total PriceItem Description
$18.44 Tape, wood glue - Bass Lake
04/17/2023Inv. 5013234
Total PriceItem Description
$145.79 Socket wrench set, gloves, potting soil - Kelly Gardens
04/17/2023Inv. 5191402
Total PriceItem Description
($29.34)Garden valve, poly elbow - credit
04/05/2023Inv. 7011024
Total PriceItem Description
$43.95 Bucket, towels - Bass Lake
04/14/2023Inv. 8012832
Total PriceItem Description
$46.93 Pinesol, screwdriver set
04/24/2023Inv. 8014601
Total PriceItem Description
$212.89 Quikrete, folding knife, masonry brush, trowel
04/23/2023Inv. 9014426
Total PriceItem Description
$77.02 Carbide bit sets, faucet, valve, connector - Greenway
04/23/2023Inv. 9014466
Total PriceItem Description
$21.35 Repair supplies - Zachary Playfield
04/23/2023Inv. 9224667
Total PriceItem Description
($57.57)Return plumbing supplies
04/28/2023 $2,306.88 Check Date Paid:Amount: 157206 Hopkins Sports Camps LLC / Skyhawks
04/17/2023Inv. 44164
Total PriceItem Description
$2,306.88 Volleyball Camps 3/25/23 - 4/22/23
04/28/2023 $50.00 Check Date Paid:Amount: 157207 Ted Hoshal
04/25/2023Inv. 202302
Total PriceItem Description
$50.00 Speakers presentation for Plymouth Men's Group - 4/25/23
04/28/2023 $647.50 Check Date Paid:Amount: 157208 Hotsy Minnesota
04/14/2023Inv. 16752
Total PriceItem Description
Page 27 of 37 5/1/2023 40
$368.46 Car wash soap - FS2
04/14/2023Inv. 16753
Total PriceItem Description
$279.04 Car wash soap - FS3
04/28/2023 $778.41 Check Date Paid:Amount: 157209 Huebsch Services
04/04/2023Inv. 20219115
Total PriceItem Description
$354.88 Janitorial supplies & mat service - PCC
04/11/2023Inv. 20220757
Total PriceItem Description
$86.50 Mat service - PW
04/11/2023Inv. 20220764
Total PriceItem Description
$101.45 Mat service - CH
04/11/2023Inv. 20220765
Total PriceItem Description
$105.70 Mat service - PS
04/12/2023Inv. 20221420
Total PriceItem Description
$70.07 Janitorial supplies & mat service - FS2
04/13/2023Inv. 20221771
Total PriceItem Description
$59.81 Janitorial supplies & mat service - FS3
04/28/2023 $900.00 Check Date Paid:Amount: 157210 Ingina LLC
04/24/2023Inv. 1142
Total PriceItem Description
$900.00 Fascinating Safari Discoveries, Weird Mechanic Machines classes
04/28/2023 $9,974.72 Check Date Paid:Amount: 157211 Intereum Inc
03/16/2023Inv. 196739
Total PriceItem Description
$9,974.72 3 additional workstations at Maintenance Facility (AJ5922)
04/28/2023 $42,120.00 Check Date Paid:Amount: 157212 J P Schmitz Construction Co LLC
04/10/2023Inv. 1394
Total PriceItem Description
$5,400.00 4275 Polaris Lane N Watermain Repair
04/10/2023Inv. 1395
Total PriceItem Description
$5,280.00 2950 Kilmer Lane N Water Service Repair
04/10/2023Inv. 1396
Total PriceItem Description
$5,360.00 11335 40th Ave N Watermain Repair
04/10/2023Inv. 1397
Total PriceItem Description
$5,360.00 17215 23rd Ave N Watermain Repair
04/10/2023Inv. 1398
Total PriceItem Description
$5,000.00 4750 Quaker Lane N Water Service Repair
04/10/2023Inv. 1399
Total PriceItem Description
$5,280.00 4925 Orleans Lane N Watermain Repair
04/10/2023Inv. 1400
Total PriceItem Description
$5,320.00 12820 30th Ave N Watermain Repair
04/10/2023Inv. 1401
Total PriceItem Description
$5,120.00 15530 6th Ave N Water Service Repair
04/28/2023 $5,500.00 Check Date Paid:Amount: 157213 Joseph E Johnson & Sons Construction LLC
04/24/2023Inv. 1281
Page 28 of 37 5/1/2023 41
Total PriceItem Description
$5,500.00 Dome takedown Spring 2023
04/28/2023 $13.00 Check Date Paid:Amount: 157214 K&S Engraving
04/20/2023Inv. 12694
Total PriceItem Description
$13.00 PAR tags
04/28/2023 $1,075.28 Check Date Paid:Amount: 157215 Killmer Electric Company Inc
04/14/2023Inv. W20302
Total PriceItem Description
$122.00 Locates - Hwy 169 & 13th Ave N
04/17/2023Inv. W20311
Total PriceItem Description
$120.50 Locates - Nathan Ln & Schmidt Lake Rd
04/17/2023Inv. W20315
Total PriceItem Description
$227.78 Repair luminaire - Bass Lake Rd & Zachary Ln
04/17/2023Inv. W20319
Total PriceItem Description
$165.00 Cleaned, re-aimed traffic cameras - Peony Ln & Old Rockford Rd
04/17/2023Inv. W20324
Total PriceItem Description
$440.00 Reset conflict monitor - Fernbrook Ln & 27th Ave N
04/28/2023 $8,240.70 Check Date Paid:Amount: 157216 Kleen-Tech Services, LLC
03/31/2023Inv. INVG001580
Total PriceItem Description
$3,220.00 Janitorial Services - CH 2023
$131.10 Janitorial Services - ZWP 2023
$131.10 Janitorial Services - CWP 2023
$370.30 Janitorial Services - FS1 2022
$317.40 Janitorial Services - Transit 2023
$2,158.55 Janitorial Services - PS 2023
$983.25 Janitorial Services - PW 2023
$929.00 Janitorial Services - FS2 2023
04/28/2023 $3,900.00 Check Date Paid:Amount: 157217 KLM Engineering
04/19/2023Inv. 9507
Total PriceItem Description
$3,900.00 2023 Evaluation Zachary Tower
04/28/2023 $247.50 Check Date Paid:Amount: 157218 Scott Kvasnik
04/22/2023Inv. F042223
Total PriceItem Description
$247.50 Reselling 101 class
04/28/2023 $60.39 Check Date Paid:Amount: 157219 Lano Equipment Inc
04/20/2023Inv. 03987677
Total PriceItem Description
$60.39 Mirror - Unit #5034
04/28/2023 $3,333.33 Check Date Paid:Amount: 157220 Lockridge Grindal Nauen P.L.L.P
04/01/2023Inv. 23300
Total PriceItem Description
$3,333.33 Legal Services for Lobbying Apr 2023
04/28/2023 $2,119.49 Check Date Paid:Amount: 157221 Lowe's
04/19/2023Inv. 01767
Total PriceItem Description
$185.17 Sandpaper, carbide blades, Flexco floor base
04/19/2023Inv. 01773
Total PriceItem Description
$26.59 Garden valve, poly elbow - credit
04/20/2023Inv. 01827
Page 29 of 37 5/1/2023 42
Total PriceItem Description
$671.92 Utility shelving, wood filler
04/20/2023Inv. 01829
Total PriceItem Description
$170.05 Utility shelving
04/20/2023Inv. 01886
Total PriceItem Description
$94.99 Chrome kitchen cart
04/20/2023Inv. 18249
Total PriceItem Description
$151.91 Fire glass, weeder, garden tools
04/25/2023Inv. 18866
Total PriceItem Description
$108.26 Catch basin kit
04/20/2023Inv. 85090
Total PriceItem Description
$710.60 Refrigerator, microwave - Parks
04/28/2023 $675.00 Check Date Paid:Amount: 157222 Michelle Luna
04/24/2023Inv. 12
Total PriceItem Description
$675.00 HRA Specialist Consultant 4/17/23-4/21/23
04/28/2023 $22,873.84 Check Date Paid:Amount: 157223 Mansfield Oil Company
04/20/2023Inv. 24203345
Total PriceItem Description
$22,873.84 7501 Gal Diesel SPOT
04/28/2023 $245.00 Check Date Paid:Amount: 157224 Medina Electric LLC
04/13/2023Inv. 53041
Total PriceItem Description
$245.00 Replace outlet in Hilde fountain
04/28/2023 $1,900.00 Check Date Paid:Amount: 157225 Yokutkhon Metinova/Coach Yoku LLC
04/19/2023Inv. 1271
Total PriceItem Description
$1,900.00 Table tennis lessons
04/28/2023 $702.00 Check Date Paid:Amount: 157226 Metro Water Conditioning Inc.
04/18/2023Inv. 114728
Total PriceItem Description
$497.00 Solar salt - PW
03/24/2023Inv. 21343
Total PriceItem Description
$205.00 Repair booster pump - PW
04/28/2023 $475.00 Check Date Paid:Amount: 157227 Metropolitan Council
04/19/2023Inv. 0001155860
Total PriceItem Description
$475.00 Industrial Discharge Permit Fee 2023
04/28/2023 $475.00 Check Date Paid:Amount: 157228 Metropolitan Council
04/19/2023Inv. 0001155861
Total PriceItem Description
$475.00 Industrial Discharge Permit Fee 2023
04/28/2023 $621.99 Check Date Paid:Amount: 157229 Midway Ford
04/19/2023Inv. 742096
Total PriceItem Description
$96.03 Insulator - Unit #1055
04/19/2023Inv. 769897
Total PriceItem Description
$479.55 Shaft assembly - Unit #47
04/19/2023Inv. 769925
Page 30 of 37 5/1/2023 43
Total PriceItem Description
$46.41 Arm assembly, wiper blades - Unit #1031
04/28/2023 $1,478.75 Check Date Paid:Amount: 157230 Minnesota Fire Service Certification
Board/Mfscb04/18/2023Inv. 11093
Total PriceItem Description
$1,478.75 Recertification
04/28/2023 $486.19 Check Date Paid:Amount: 157231 Minnesota Glove & Safety Inc
04/11/2023Inv. 341405
Total PriceItem Description
$486.19 Safety gloves
04/28/2023 $7,465.00 Check Date Paid:Amount: 157232 Mmkr/Malloy, Montague, Karnowski,
Radosevich & Co04/10/2023Inv. 53838
Total PriceItem Description
$7,465.00 Audit of financial statements for year ended 12/31/22
04/28/2023 $211.00 Check Date Paid:Amount: 157233 MNL/Minnesota Native Landscapes
04/19/2023Inv. 37997
Total PriceItem Description
$211.00 Pollinator Seed Packets
04/28/2023 $93.85 Check Date Paid:Amount: 157234 Municipal Emergency Svcs/MES Inc
04/20/2023Inv. IN1862555
Total PriceItem Description
$93.85 Cable & pin assemblies, fire wrap grip kit
04/28/2023 $385.77 Check Date Paid:Amount: 157235 Napa Genuine Auto Parts Co
04/14/2023Inv. 2349831859
Total PriceItem Description
$159.52 Rear rotors - stock
04/17/2023Inv. 2349832229
Total PriceItem Description
$67.58 Oil filter straps
04/20/2023Inv. 2349832643
Total PriceItem Description
$1.89 Brake bleeder screw - Unit #370
04/20/2023Inv. 2349832696
Total PriceItem Description
$101.07 Foldable Slim Light
04/20/2023Inv. 2349832700
Total PriceItem Description
$21.81 Carlyle Socket
04/21/2023Inv. 2349832866
Total PriceItem Description
$33.90 FT Chuck, Airchuck
04/28/2023 $294.15 Check Date Paid:Amount: 157236 National Band -International Identification
04/13/2023Inv. 212466
Total PriceItem Description
$294.15 1-3/8" round tags
04/28/2023 $19.00 Check Date Paid:Amount: 157237 Wayne Norby
04/21/2023Inv. F042122
Total PriceItem Description
$19.00 Class A License Reimbursement
04/28/2023 $264.56 Check Date Paid:Amount: 157238 Office Depot
04/13/2023Inv. 308107191001
Total PriceItem Description
$25.79 Duct tape
04/17/2023Inv. 308547248001
Total PriceItem Description
$183.79 Cruiser mate, quad pad, paper, pencils, pens, note pads
Page 31 of 37 5/1/2023 44
04/14/2023Inv. 308548075001
Total PriceItem Description
$32.99 Anti-fatigue mat
04/17/2023Inv. 308548076001
Total PriceItem Description
$21.99 Self ink stamp
04/28/2023 $5,114.45 Check Date Paid:Amount: 157239 Original Watermen Inc.
04/21/2023Inv. S81407
Total PriceItem Description
$5,114.45 Staff Uniforms
04/28/2023 $59,633.65 Check Date Paid:Amount: 157240 Ostvig Tree, Inc.
04/18/2023Inv. 4505
Total PriceItem Description
$36,916.15 Tree pruning - 14900 23rd Ave N
04/14/2023Inv. 4832
Total PriceItem Description
$440.00 Tree removal - 11715 61st Ave N
04/14/2023Inv. 4833
Total PriceItem Description
$756.00 Tree removal - 2770 Larch Ln N
04/14/2023Inv. 4835
Total PriceItem Description
$1,826.00 Tree removal - 11845 28th Ave N
04/20/2023Inv. 5606
Total PriceItem Description
$1,476.00 Tree removal - 10850 Old County Rd 15
04/20/2023Inv. 5607
Total PriceItem Description
$445.00 Tree removal - 2120 E Medicine Lake Blvd
04/13/2023Inv. 5609
Total PriceItem Description
$15,941.00 Tree removal - 4000 Lancaster Ln N
04/18/2023Inv. 5755
Total PriceItem Description
$1,437.50 Tree removal - 2705 Annapolis Ln N
04/18/2023Inv. 5838
Total PriceItem Description
$396.00 Tree removal - 6135 Ives Ln N
04/28/2023 $6,179.20 Check Date Paid:Amount: 157241 Owens Companies Inc
03/31/2023Inv. 34199
Total PriceItem Description
$372.00 Repair burner on Dome inflation unit #1
04/10/2023Inv. 34247
Total PriceItem Description
$668.00 Repair boiler #1 ignition fault - PS
04/18/2023Inv. 34328
Total PriceItem Description
$4,506.20 Repair air handling unit - ZWP
04/18/2023Inv. 34332
Total PriceItem Description
$224.00 Repair liebert unit - PW
04/18/2023Inv. 34338
Total PriceItem Description
$409.00 Repair boiler plant automation - PCC
04/28/2023 $340.00 Check Date Paid:Amount: 157242 Phasor Electric Company
04/04/2023Inv. 049600
Total PriceItem Description
$219.00 Install receptacle for oven in breakroom - PS
Page 32 of 37 5/1/2023 45
04/04/2023Inv. 049601
Total PriceItem Description
$121.00 Repair short in j-box - ST73
04/28/2023 $8,886.58 Check Date Paid:Amount: 157243 Plunkett's Pest Control Inc
04/01/2023Inv. 7954153
Total PriceItem Description
$458.85 Pest Control 4/2023-3/2024 - FS1
04/01/2023Inv. 7959436
Total PriceItem Description
$1,830.42 Pest Control 4/2023-3/2024 - PW
04/01/2023Inv. 7959438
Total PriceItem Description
$860.94 Pest Control 4/2023-3/2024 - FS2
04/01/2023Inv. 7959439
Total PriceItem Description
$922.69 Pest Control 4/2023-3/2024 - FS3
04/01/2023Inv. 7959440
Total PriceItem Description
$533.67 Pest Control 4/2023-3/2024 - CWP
04/01/2023Inv. 7959441
Total PriceItem Description
$618.45 Pest Control 4/2023-3/2024 - ZWP
04/01/2023Inv. 7959825
Total PriceItem Description
$1,915.92 Pest Control 4/2023-3/2024 - PCC
04/01/2023Inv. 7959826
Total PriceItem Description
$872.82 Pest Control 4/2023-3/2024 - CH
04/01/2023Inv. 7959828
Total PriceItem Description
$872.82 Pest Control 4/2023-3/2024 - PS
04/28/2023 $39.51 Check Date Paid:Amount: 157244 Powerplan / Rdo / Vermeer
04/17/2023Inv. P6782914
Total PriceItem Description
$39.51 Latch - Unit #6085
04/28/2023 $1,000.00 Check Date Paid:Amount: 157245 Powerplan / Rdo / Vermeer
04/14/2023Inv. E0169714
Total PriceItem Description
$1,000.00 Backhoe buck
04/28/2023 $200.93 Check Date Paid:Amount: 157246 Reinders Inc
04/18/2023Inv. 309425100
Total PriceItem Description
$200.93 Herbicide
04/28/2023 $1,866.89 Check Date Paid:Amount: 157247 Reliable Plus/Lube-Tech & Partners LLC
04/13/2023Inv. 3180905
Total PriceItem Description
$1,866.89 Repair rinse tank valve - PW
04/28/2023 $26.94 Check Date Paid:Amount: 157248 Republic Services #894
04/15/2023Inv. 0894006193919
Total PriceItem Description
$26.94 Waste Removal - Acct#308940102950 - HRA
04/28/2023 $5,775.00 Check Date Paid:Amount: 157249 Richards Tennis
04/23/2023Inv. 181
Total PriceItem Description
$2,961.00 Tennis camps 3/7/23-3/28/23
04/23/2023Inv. 182
Page 33 of 37 5/1/2023 46
Total PriceItem Description
$2,814.00 Tennis - Saturday Ladder League Mar/Apr 2023
04/28/2023 $1,981.20 Check Date Paid:Amount: 157250 Room To Breathe LLC
04/18/2023Inv. F041823
Total PriceItem Description
$1,981.20 Yoga classes
04/28/2023 $2,407.22 Check Date Paid:Amount: 157251 Rosenbauer Minnesota LLC
02/09/2023Inv. 0000058796
Total PriceItem Description
$2,407.22 Multiple parts - Unit #48 (E-11)
04/28/2023 $496.80 Check Date Paid:Amount: 157252 Safe Fast
04/21/2023Inv. INV274789
Total PriceItem Description
$496.80 Rain jackets & pants
04/28/2023 $102.45 Check Date Paid:Amount: 157253 Saltco Msp LLC
04/13/2023Inv. 107200
Total PriceItem Description
$102.45 Solar salt - PIC
04/28/2023 $96.00 Check Date Paid:Amount: 157254 ScentAir Technologies, LLC
04/22/2023Inv. 11102289981
Total PriceItem Description
$96.00 ScentAir Splash ECO
04/28/2023 $2,189.40 Check Date Paid:Amount: 157255 Deborah Schee
04/21/2023Inv. 295
Total PriceItem Description
$2,189.40 Alice in Wonderland & Hamilton workshops 4/11-5/3/23
04/28/2023 $350.70 Check Date Paid:Amount: 157256 Sherwin Williams
04/12/2023Inv. 57161
Total PriceItem Description
$350.70 Paint - Repose Gray
04/28/2023 $299.67 Check Date Paid:Amount: 157257 Shred N Go Inc
04/07/2023Inv. 149232
Total PriceItem Description
$232.78 Shredding 4/5/23
04/15/2023Inv. 149465
Total PriceItem Description
$66.89 Shredding 4/12/23
04/28/2023 $180.00 Check Date Paid:Amount: 157258 Signs Now
04/19/2023Inv. I39127
Total PriceItem Description
$180.00 Retractable banners
04/28/2023 $959.40 Check Date Paid:Amount: 157259 Silent Knight Sec Sys of MN In
04/03/2023Inv. 142258
Total PriceItem Description
$959.40 Fire monitoring, UL Certificate 4/1/23-3/31/24 - ZWP
04/28/2023 $1,805.00 Check Date Paid:Amount: 157260 Solid Surface Care Inc
04/14/2023Inv. 753554
Total PriceItem Description
$1,805.00 Carpet cleaning - CH & PS
04/28/2023 $665.40 Check Date Paid:Amount: 157261 Speedpro Imaging
04/13/2023Inv. INV10116
Total PriceItem Description
$665.40 Lobby Hours Decals
04/28/2023 $1,120.00 Check Date Paid:Amount: 157262 Sports Unlimited
Page 34 of 37 5/1/2023 47
04/11/2023Inv. F041123
Total PriceItem Description
$1,120.00 Basketball Camp Mar-Apr 2023
04/28/2023 $1,158.74 Check Date Paid:Amount: 157263 T Mobile
04/21/2023Inv. F042123
Total PriceItem Description
$1,158.74 Cell Phones acct 968136300
04/28/2023 $864.00 Check Date Paid:Amount: 157264 Transportation Collaborative & Consultants
LLC03/31/2023Inv. 230671
Total PriceItem Description
$864.00 Vicksburg & 55th Ave Intersection review 3/31/23
04/28/2023 $730.00 Check Date Paid:Amount: 157265 Treated Air Company
04/19/2023Inv. 23074
Total PriceItem Description
$390.00 Furnace & AC Tune up - 14227 41st Ave
04/19/2023Inv. 23075
Total PriceItem Description
$340.00 Furnace & AC Tune up - 14225 41st Ave
04/28/2023 $288.00 Check Date Paid:Amount: 157266 Twin Cities Dots And Pop LLC
04/21/2023Inv. I230421100
Total PriceItem Description
$288.00 Concession supplies - PIC
04/28/2023 $584.98 Check Date Paid:Amount: 157267 Unifirst Corporation
04/12/2023Inv. 0900760143
Total PriceItem Description
$296.25 Uniform rental/laundry/rugs
04/19/2023Inv. 0900761454
Total PriceItem Description
$288.73 Uniform rental/laundry/rugs
04/28/2023 $2,320.62 Check Date Paid:Amount: 157268 USA Bluebook
02/21/2023Inv. 275224
Total PriceItem Description
$292.17 5 Gal Chevron GST Oil
02/23/2023Inv. 278977
Total PriceItem Description
$245.88 Ascorbic acid, PhosVer 3
04/10/2023Inv. 325614
Total PriceItem Description
$445.43 Air release valves
04/11/2023Inv. 327342
Total PriceItem Description
$1,337.14 Steamer Port Hydrant Diffuser
04/28/2023 $1,068.37 Check Date Paid:Amount: 157269 Valley Rich Co Inc
03/24/2023Inv. 31877
Total PriceItem Description
$1,068.37 Warning Lights of MN - 213 Zachary Ln
04/28/2023 $1,913.77 Check Date Paid:Amount: 157270 The Watson Company
04/20/2023Inv. 133261
Total PriceItem Description
$1,913.77 Concession supplies - PIC
04/28/2023 $148.00 Check Date Paid:Amount: 157271 Wavs Inc
04/19/2023Inv. 11425
Total PriceItem Description
$148.00 Repair broken audio connector in rink B
04/28/2023 $3,697.26 Check Date Paid:Amount: 157272 WM Mueller and Sons Inc.
Page 35 of 37 5/1/2023 48
04/07/2023Inv. 285322
Total PriceItem Description
$1,032.95 Asphalt for patching
04/10/2023Inv. 285368
Total PriceItem Description
$297.11 Asphalt for patching
04/11/2023Inv. 285418
Total PriceItem Description
$328.00 Asphalt for patching
04/12/2023Inv. 285473
Total PriceItem Description
$803.20 Asphalt for patching
04/13/2023Inv. 285522
Total PriceItem Description
$324.80 Asphalt for patching
04/14/2023Inv. 285566
Total PriceItem Description
$327.20 Asphalt for patching
04/18/2023Inv. 285634
Total PriceItem Description
$584.00 Asphalt for patching
04/28/2023 $100.00 Check Date Paid:Amount: 157273 Wright County
04/18/2023Inv. F041823
Total PriceItem Description
$100.00 Bail - Brady Brenton Lund #23013999
04/28/2023 $2,188.50 Check Date Paid:Amount: 157274 WSB & Associates
03/27/2023Inv. R0212980006
Total PriceItem Description
$2,188.50 2023 Pavement Rehabilitation Design Services 2/28/23
04/28/2023 $1,082.89 Check Date Paid:Amount: 157275 Xcel Energy
04/11/2023Inv. 823657754
Total PriceItem Description
$1,082.89 City Parks Playfields Acct 5145094664
04/28/2023 $87.75 Check Date Paid:Amount: 157276 Zoyoga & Fitness
04/01/2023Inv. F032523
Total PriceItem Description
$87.75 Barre Fusion on Zoom 3/25/23
04/28/2023 $225.15 Check Date Paid:Amount: 157277 Steve Baker
04/18/2023Inv. F041823
Total PriceItem Description
$225.15 Snacks/water for live fire training
04/28/2023 $56.00 Check Date Paid:Amount: 157278 Dave Kuhnly
04/24/2023Inv. F042423
Total PriceItem Description
$56.00 Reimburse expenses - MN Chiefs ETI
04/28/2023 $2,430.00 Check Date Paid:Amount: 157279 Law Enforce Labor Services Inc / LELS
04/21/2023Inv. 2023-00000085
Total PriceItem Description
$405.00 04/21/2023 Deduction SGT Union Dues
$1,923.75 04/21/2023 Deduction Police Union Dues
$101.25 04/21/2023 Deduction Captain Union Dues
04/28/2023 $53.00 Check Date Paid:Amount: 157280 Brian Oswald
04/20/2023Inv. F042023
Total PriceItem Description
$53.00 Water license reimbursement
04/28/2023 $1,442.00 Check Date Paid:Amount: 157281 Wesley Stockwell
Page 36 of 37 5/1/2023 49
04/18/2023Inv. F041823
Total PriceItem Description
$721.00 APWA Certificate course - Organization & Administration
04/21/2023Inv. F042123
Total PriceItem Description
$721.00 APWA Certificate course - Technical Aspects of PW
Total Payments:Total Amount Paid:$1,694,860.11 301
Page 37 of 37 5/1/2023 50
Check Payment Register - UB Refunds
04/15/2023 04/28/2023to
04/21/2023 $26.33 Check Date Paid:Amount: Wilbur Aiken157002
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $65.77 Check Date Paid:Amount: Anthony Bauer157003
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $68.73 Check Date Paid:Amount: Kenneth Behrman157004
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $34.23 Check Date Paid:Amount: Katelyn Bounds157005
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $29.93 Check Date Paid:Amount: Doris Cohn157006
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $250.78 Check Date Paid:Amount: Adam Dorweiler157007
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $100.00 Check Date Paid:Amount: Gary Guerin157008
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $12.95 Check Date Paid:Amount: Shawn Hendricks157009
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $23.88 Check Date Paid:Amount: Ryan Krumwiede157010
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $27.60 Check Date Paid:Amount: Phyllis Mumert157011
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $17.24 Check Date Paid:Amount: Dean Ngo157012
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $84.04 Check Date Paid:Amount: Nedzad Racic157013
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $39.64 Check Date Paid:Amount: Christopher Schaaf157014
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $139.59 Check Date Paid:Amount: Lars Svensson157015
Refund 04/21/2023 Overpayment - final account refund
04/21/2023 $49.26 Check Date Paid:Amount: Samuel Tift157016
Refund 04/21/2023 Overpayment - final account refund
04/28/2023 $366.68 Check Date Paid:Amount: Jennifer Choi157133
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $118.58 Check Date Paid:Amount: Joseph Doll157134
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $43.48 Check Date Paid:Amount: Marvin Eickhoff157135
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $60.28 Check Date Paid:Amount: Charles Goldenman157136
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $15.63 Check Date Paid:Amount: James Grady157137
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $103.43 Check Date Paid:Amount: Dawn Lanie157138
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $172.43 Check Date Paid:Amount: Opendoor Labs Inc157139
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $16.70 Check Date Paid:Amount: Michael Powers157140
Page 1 of 2 5/1/2023 51
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $15.81 Check Date Paid:Amount: Erin Rasmus157141
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $112.77 Check Date Paid:Amount: Lisa Reed157142
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $83.72 Check Date Paid:Amount: Christopher Schaaf157143
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $46.89 Check Date Paid:Amount: Kurt Schumann157144
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $105.18 Check Date Paid:Amount: Uppal Group LLC157145
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $33.46 Check Date Paid:Amount: Scott Wold157146
Refund 04/28/2023 Overpayment - final account refund
04/28/2023 $31.21 Check Date Paid:Amount: Mark Ylitalo157147
Refund 04/28/2023 Overpayment - final account refund
Total Refunds:Total Amount Paid:$2,296.22 30
Page 2 of 2 5/1/2023 52
53
Invoice Expense Distribution for Period Ended 04/28/23 Council Meeting 05/09/23
FUND 100 General Fund 298,530.80
200 Recreation Fund 49,850.14
210 Parker's Lake Cemetery Maint 0.00
220 Transit System Fund 15,548.08
234 Economic Development Fund 0.00
240 Lawful Gambling 0.00
250 Comm Dev Block Grant Fund 26,390.00
254 HRA Section 8 Fund 2,610.51
254 HAP Check Summary 7,473.32
258 HRA General Fund 4,038.47
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 34,143.60
401 Minnesota State Aid Fund 0.00
404 Community Improvement 0.00
405 Park Replacement Fund 677.43
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 116,163.70
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 0.00
429 TIF HRA 1‐3 Crossroads Station 0.00
432 TIF 7‐8 Quest 0.00
433 TIF 7‐9 Four Seasons 0.00
434 TIF 7‐10 Sands 0.00
435 Plymouth Creek Center Expansion 0.00
436 Doran Bassett Creek 0.00
437 CON ‐ Fire Stations 0.00
500 Water Fund 131,081.63
510 Water Resources Fund 79,149.37
520 Sewer Fund 41,997.95
530 Solid Waste Management Fund 92,306.17
540 Ice Center Fund 15,242.78
550 Field House Fund 16,549.10
600 Central Equipment Fund 170,957.22
610 Public Facilities Fund 78,838.33
620 Information Technology Fund 175,758.97
630 Risk Management Fund 17,317.11
640 Employee Benefits Fund 329,973.97
660 Resource Planning 31.00
700 Parkers's Lake Cemetery 0.00
800 Investment Trust Fund 0.00
850 Plymouth Town Square 0.00
851 Vicksburg Crossing 0.00
Total Invoice Expense Distribution:1,704,629.65
54
CITY OF PLYMOUTH
RESOLUTION NO. 2023-130
RESOLUTION APPROVING DISBURSEMENTS ENDING APRIL 28, 2023
WHEREAS, a list of disbursements for the period ending April 28, 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 $ 390,319.02
Construction & Debt Service $ 150,984.73
Enterprise & Internal Service $ 1,149,203.60
Housing Redevelopment $ 6,648.98
Check Register Total $ 1,697,156.33
US Bank – Housing Assistance Payments
Housing & Redevelopment Authority $ 7,473.32
$ 7,473.32
GRAND TOTAL FOR ALL FUNDS $ 1,704,629.65
APPROVED by the City Council on this 9th day of May, 2023.
55
Regular City
Council
May 9, 2023
Agenda
Number:6.3
To:Dave Callister, City Manager
Prepared by:Kenny Niemeyer, Housing and Economic Development
Coordinator
Reviewed by:Grant Fernelius, Community and Economic Development
Director
Item:Approve agreement between Hennepin County and City of
Plymouth for participation in Elevate Hennepin program
1.Action Requested:
Adopt the attached resolution supporting the agreement between Hennepin County and the City of
Plymouth for participation in the Elevate Hennepin program.
2.Background:
Elevate Hennepin is the continuation of the Open to Business program that the City of Plymouth has
participated in since 2016. Elevate Hennepin draws together experts, tools and programs
intentionally designed to help new and established businesses gain their footing, plan for their next
steps, and take their success to a new level.
Businesses in Plymouth have successfully utilized this program with 25 Plymouth businesses
receiving 261 total hours of service from November 2020 to December 2022. The following is a
testimonial from Suichinno N., co-owner of the recently opened Ice Dreamzzz in Plymouth: “Our
Elevate Hennepin advisor believed in our business and went above and beyond to help make our
dream come true. We appreciated the thorough communication they had with us throughout the
entire process.”
Plymouth business owners or residents who own or are starting a business can access 25 hours of
free consulting. Hennepin County has contracted with more than 20 professional business advisors
and specialized consultants to offer free expert support to local businesses in a wide range of areas
including:
- Business planning and evaluation
- Legal
- Accounting
- Finance
- Marketing
- Technology
- Access to capital
Services are available in multiple languages and Plymouth businesses also have access to events,
webinars, and lending resources.
56
3.Budget Impact:
Total cost to the City of Plymouth for participation in the Elevate Hennepin program will be $17,500
for a two-year period (the contract amount). The contract amount will be paid in two installments:
$7,500 due and payable by the city upon execution of this agreement, and $10,000 invoiced and
dated on 1/1/2024.
4.Attachments:
Contract
Elevate Hennepin Impacts
City Council Resolution 2023-131
57
Contract A______________
AGREEMENT FOR ELEVATE HENNEPIN
SM PROGRAMMING
This Agreement (“Agreement”) is between the COUNTY OF HENNEPIN, STATE OF
MINNESOTA, A-2300 Government Center, Minneapolis, Minnesota 55487, on behalf of its
Housing and Economic Development Department, 701 Fourth Avenue South, Suite 400,
Minneapolis, MN 55415 (“COUNTY”) and the City of Plymouth, 3400 Plymouth Boulevard,
Plymouth, Minnesota 55447 (“CITY”), both political subdivisions of the State of Minnesota
(“Parties”).
RECITALS
WHEREAS, Hennepin County Board Resolution No. 21-0370 authorized up to $19 million of
pandemic recovery funding, made possible by Federal American Rescue Plan Act, reclassified
by Hennepin County Board Resolution 22-0136 to pandemic recovery activities to be used for
eligible costs, operations, staffing, and services to advance equitable economic recovery
strategies, including small business technical assistance and specialized consulting to address the
needs of businesses impacted by the public health emergency; and
WHEREAS, the Parties recognize a need for inter-governmental cooperation to effectively and
equitably promote and sustain the Elevate HennepinSM program, formerly known as Elevate
BusinessSM (“the Program”), a suite of small business programming that provides aspiring
entrepreneurs and local businesses based in Hennepin County with inclusive access to
professional consulting, a network of over twenty culturally diverse small business technical
experts, and targeted cohort-based programming for businesses at specific stages of growth, all
of which are available through a website that provides one-stop access to a wide variety of
events, trainings, loans, grants, and other small business resources offered by multiple agencies;
and
WHEREAS, this inter-governmental cooperation represents a multijurisdictional program
designed to promote economic development and job creation; and
WHEREAS, the Parties are authorized to enter into this Agreement pursuant to Minnesota
Statute § 383B.79 and other applicable law.
NOW THEREFORE, the Parties agree to cooperate in the implementation and promotion of the
Program as follows:
1.TERM AND COST OF THE AGREEMENT
This Agreement shall commence on March 22, 2023, and expire on December 31, 2024
unless cancelled or terminated earlier in accordance with the provisions herein.
CITY shall pay COUNTY in accordance with this Agreement an annual fee of Seven
Thousand Five Hundred Dollars and no/100 ($7,500.00) in 2023.
58
2
CITY will provide written notice to COUNTY on or before October 31, 2023 whether this
Agreement will expire December 31, 2023, or whether CITY will elect to extend this
Agreement through December 31, 2024 paying COUNTY an additional Ten Thousand
Dollars and no/100 ($10,000.00)in 2024.
The total cost of this Agreement, including all reimbursable expenses, shall not exceed
Seventeen Thousand Five Dollars and no/100 ($17,500.00).
2.SERVICES TO BE PROVIDED
A.COUNTY shall maintain the Program as described above, offering technical
assistance and cohort programming, available at no-cost to qualifying businesses and
entrepreneurs located in CITY throughout the contract term. COUNTY shall provide
CITY with an annual report documenting the number of business clients served by
the Program, aggregate demographics of business clients, and other Program
information to assist CITY is measuring outcomes.
B.COUNTY shall provide CITY with branding guidelines and communication toolkits
to promote the Program on the CITY’s website, newsletter, social media, and other
communication channels. COUNTY shall promote and recognize CITY as an Elevate
HennepinSM sponsor and include recognition of CITY on the website promoting all
COUNTY Elevate HennepinSM programming.
CITY shall promote Elevate Hennepin
SM on the CITY’s website, newsletters, social
media, and other forms of communications, as appropriate and following the
directives in Section 19 of this Agreement, and shall follow COUNTY’s branding
guidelines, as directed by COUNTY. CITY shall make best efforts to coordinate
communications with COUNTY and provide a quarterly update on CITY’s
promotional and communication efforts, on a form provided by COUNTY.
C.CITY confirms, transfers, assigns, and conveys to COUNTY all right, title, and
interest in all intellectual property which CITY may create, conceive, develop, or
originate, either individually or jointly with others, and which arises out of the
performance of this Agreement, including but not limited to copyrights, patents, trade
secrets, trademarks, service marks, and rights in data or other technology
(“Intellectual Property Rights”). As applicable, all works of authorship created by
CITY for COUNTY in performance of this Agreement shall be considered “works
made for hire” as defined in the U.S. Copyright Act. CITY shall, upon request of
COUNTY, execute all papers and perform all other acts necessary to assist COUNTY
to establish, protect, and preserve COUNTY’s Intellectual Property Rights.
For clarification, each party shall retain ownership of intellectual property developed
prior to or outside of this Agreement (“Pre-existing IP”). However, and as applicable,
COUNTY grants CITY a royalty-free license to use COUNTY’s Elevate Hennepin
SM
IP solely for the purposes and duration of this Agreement. Any use of the Elevate
59
3
HennepinSM name and/or IP that is not expressly permitted by this Agreement
(including without limitation any use of the Elevate HennepinSM name or IP in
connection with products sold under any third-party private label) is prohibited
without the prior written consent of COUNTY. CITY recognizes and acknowledges
that all right, title, and interest in and to the Elevate HennepinSM and Elevate
HennepinSM IP is the property of COUNTY. The Elevate HennepinSM name and
Elevate HennepinSM IP are provided on an “as is” basis.
D.CITY agrees that it will immediately cease all use of the Elevate HennepinSM name
and any Elevate HennepinSM IP upon termination of this Agreement.
E.Should COUNTY rename or rebrand the Elevate HennepinSM Program at any point as
described in Section 12.B., the terms and obligations under this Section remain in
force and will be applicable to the Program IP under COUNTY’s chosen name or
brand.
3.PAYMENT FOR SERVICES
COUNTY shall invoice CITY on an annual basis by December 15. CITY shall provide
payment by the end of each calendar year. In the event this Agreement is terminated early
by either party in accordance with this Agreement, CITY shall be responsible for payment
to COUNTY of a portion of any unpaid annual cost, prorated through the date notice of
termination was provided.
4.CONTRACT ADMINISTRATION
To coordinate the services of COUNTY and CITY so as to accomplish the purposes of this
Agreement, Grant Fernelius, Community and Economic Development Director, or
successor (“Contract Administrator”), shall manage this Agreement on behalf of CITY and
serve as liaison between CITY and COUNTY.
Patricia Fitzgerald, Community and Economic Development Director, Hennepin County
Housing and Economic Development, 701 4th Avenue South, Suite 400, Minneapolis, MN
55415, or successor, shall manage the Agreement on behalf of COUNTY.
5.INDEPENDENT CONTRACTORS
CITY and COUNTY shall select the means, method, and manner of performing the
services. Nothing is intended nor should be construed as creating or establishing the
relationship of a partnership or a joint venture between the parties or as constituting CITY
as the agent, representative, or employee of COUNTY for any purpose. CITY and
COUNTY are and shall remain independent contractors for all services performed under
this Agreement. CITY and COUNTY shall secure at their own expense all personnel
required in performing services under this Agreement. CITY’s personnel and/or
subcontractors engaged to perform any work or services required by this Agreement will
60
4
have no contractual relationship with COUNTY and will not be considered employees of
COUNTY. COUNTY shall not be responsible for any claims related to or on behalf of any
of CITY’s personnel, including without limitation, claims that arise out of employment or
alleged employment under the Minnesota Unemployment Insurance Law (Minnesota
Statutes Chapter 268) or the Minnesota Workers’ Compensation Act (Minnesota Statutes
Chapter 176) or claims of discrimination arising out of applicable law, against CITY, its
officers, agents, contractors, or employees. Such personnel or other persons shall neither
accrue nor be entitled to any compensation, rights, or benefits of any kind from COUNTY,
including, without limitation, tenure rights, medical and hospital care, sick and vacation
leave, workers’ compensation, unemployment compensation, disability, severance pay, and
retirement benefits.
6.RECORDS – AVAILABILITY/ACCESS
Subject to the requirements of Minnesota Statutes section 16C.05, subd. 5, COUNTY,
CITY, the State Auditor, or any of their 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 accounting procedures and practices of the
parties and involve transactions relating to this Agreement. The parties shall maintain these
materials and allow access during the period of this Agreement and for six (6) years after
its expiration, cancellation, or termination.
7.DEFAULT AND CANCELLATION/TERMINATION
Notwithstanding any provision of this Agreement, either Party may withdraw from this
Agreement before the expiration date of December 31, 2024. Notice shall be effective upon
delivery to the contact managers for each Party listed in Section 4 of this Agreement of a
copy of the resolution of the Party’s governing body, or a copy of the Party’s appropriate
administrative authority, indicating its intent to withdraw from this Agreement.
If CITY or COUNTY fails to perform any of the provisions of this Agreement, fails to
administer the work so as to endanger the performance of the Agreement or otherwise
breaches or fails to comply with any of the terms of this Agreement, that Party shall be in
default. Unless the default is excused in writing by the non-defaulting Party, the non-
defaulting Party may upon written notice immediately cancel or terminate this Agreement
in its entirety.
Each Party shall attempt to resolve disputes related to this Agreement in good faith.
8.INDEMNIFICATION
Each Party to this Agreement shall be liable for its own acts and the results thereof to the
extent authorized by law and shall not be responsible for the acts of the other Party, its
officers, employees or agents. Each Party hereby agrees to indemnify, hold harmless and
61
5
defend the other, its officers, employees or agents, against any and all liability, loss, costs,
damages, expenses, claims or actions, including attorney’s fees which the other Party, its
officers, employees or agents may sustain, incur or be required to pay, arising out of or by
reason of any act or omission of the indemnifying Party, its officers, employees or agents,
in the execution, performance, or failure to adequately perform its obligations pursuant to
this Agreement. Liability of the Parties shall be governed by the provisions of the
Municipal Tort Claims Act, Minn. Stat. Ch. 466, and other applicable laws.
Under no circumstances, however, shall a Party be required to pay on behalf of itself and
the other Party, any amounts in excess of the limits on liability established in Minnesota
Municipal Tort Liability Act, Minn. Stat. Ch. 466, applicable to any one Party. The limits
of liability for one or both of the Parties may not be added together to determine the
maximum amount of liability for any Party.
9.INSURANCE
Each Party shall maintain public liability coverage protecting itself, its Board, officers,
agents, employees and duly authorized volunteers against any unusual and customary
public liability claims in amounts which shall, at a minimum, comply with Minn. Stat. §
466.04 and the Workers’ Compensation law and shall be in accordance with Minnesota
statutory requirements. Said policies shall be kept in effect during the entire term of this
Agreement. The Parties may satisfy this requirement through a program of self-insurance.
10.DATA PRIVACY
A.The Parties, their agents, employees, and any of their subcontractors, in providing all
services hereunder, agree to abide by the provisions of the Minnesota Government
Data Practices Act (MGDPA), Minn. Stat. Ch. 13, as amended, and Minn. Rules
promulgated pursuant to chapter 13. Each Party shall promptly notify the other if
either Party becomes aware of any potential claims, or facts giving rise to such
claims, under the MGDPA or other data, data security, privacy or confidentiality
laws, related to services performed under this Agreement.
B.In addition to the foregoing MGDPA and other applicable law obligations, CITY
shall comply with the following duties and obligations regarding County Data and
County Systems (as each term is defined herein). As used herein, “County Data”
means any data or information, and any copies thereof, created by CITY or acquired
by CITY from or through COUNTY pursuant to this Agreement, including but not
limited to handwriting, typewriting, printing, photocopying, photographing, facsimile
transmitting, and every other means of recording any form of communication or
representation, including electronic media, email, letters, works, pictures, drawings,
sounds, videos, or symbols, or combinations thereof.
If CITY has access to or possession/control of County Data, CITY shall safeguard
and protect the County Data in accordance with generally accepted industry
standards, all laws, and all then applicable COUNTY policies, procedures, rules and
62
6
directions. To the extent of any inconsistency between accepted industry standards
and such COUNTY policies, procedures, rules and directions, CITY shall notify
COUNTY of the inconsistency and follow COUNTY direction. CITY shall
immediately notify COUNTY of any known or suspected security breach or
unauthorized access to County Data, then comply with all responsive directions
provided by COUNTY. The foregoing shall not be construed as eliminating, limiting
or otherwise modifying CITY’s indemnification obligations herein.
C.INTENTIONALLY OMITTED.
D.Upon expiration, cancellation or termination of this Agreement:
(1)At the discretion of COUNTY and as specified in writing by the Contract
Administrator, CITY shall deliver to the Contract Administrator all County Data
so specified by COUNTY.
(2)COUNTY shall have full ownership and control of all such County Data. If
COUNTY permits CITY to retain copies of the County Data, CITY shall not,
without the prior written consent of COUNTY or unless required by law, use
any of the County Data for any purpose or in any manner whatsoever; shall not
assign, license, loan, sell, copyright, patent and/or transfer any or all of such
County Data; and shall not do anything which in the opinion of COUNTY
would affect COUNTY’s ownership and/or control of such County Data.
(3)Except to the extent required by law or as agreed to by COUNTY, CITY shall
not retain any County Data that are confidential, protected, privileged, not
public, nonpublic, or private, as those classifications are determined pursuant to
applicable law. In addition, CITY shall, upon COUNTY’s request, certify
destruction of any County Data so specified by COUNTY.
11.SUCCESSORS, SUBCONTRACTING AND ASSIGNMENTS
A.CITY and COUNTY each bind themselves, their partners, successors, assigns and
legal representatives to each other for all covenants, agreements and obligations
herein.
B.Neither CITY nor COUNTY shall assign, transfer or pledge this Agreement and/or
the services to be performed, whether in whole or in part, nor assign any monies due
or to become due to it without the prior written consent of the other Party.
Permission to assign, however, shall under no circumstances relieve the assigning
Party of its liabilities and obligations under the Agreement. Nothing in this
Agreement shall prevent COUNTY from renaming or rebranding the Elevate
HennepinSM Program during or after the term of this Agreement, and such renaming
or rebranding will not affect the obligations of the Parties or the terms of this
Agreement.
63
7
C.CITY shall not subcontract this Agreement and/or the services to be performed,
whether in whole or in part, without the prior written consent of COUNTY.
Permission to subcontract, however, shall under no circumstances relieve CITY of its
liabilities and obligations under the Agreement. Further, each Party shall be fully
responsible for the acts, omissions, and failure of its subcontractors in the
performance of the specified contractual services, and of person(s) directly or
indirectly employed by subcontractors. Contracts between either Party and each of
their subcontractors shall require that the subcontractor’s services be performed in
accordance with this Agreement. The Parties shall make contracts between them and
any subcontractors available upon request from the other Party.
12.MERGER, MODIFICATION AND SEVERABILITY
The entire Agreement between the Parties is contained herein and supersedes all oral
agreements and negotiations between the parties relating to the subject matter. All items
that are referenced or that are attached are incorporated and made a part of this Agreement.
If there is any conflict between the terms of this Agreement and referenced or attached
items, the terms of this Agreement shall prevail. The Parties are each bound by their own
electronic signature(s) on this Agreement, and each agrees and accepts the electronic
signature of the other party.
Any alterations, variations or modifications of the provisions of this Agreement shall only
be valid when they have been reduced to writing as an amendment to this Agreement
signed by the Parties. Except as expressly provided, the substantive legal terms contained
in this Agreement, including but not limited to Indemnification, Insurance, Merger,
Modification and Severability, Termination or Minnesota Law Governs may not be altered,
varied, modified or waived by any change order, implementation plan, scope of work,
development specification or other development process or document.
If any provision of this Agreement is held invalid, illegal or unenforceable, the remaining
provisions will not be affected.
13.DUTY TO NOTIFY
Each Party shall promptly notify the other of any demand, claim, action, cause of action or
litigation brought against either Party, its employees, officers, agents or subcontractors,
which arises out of the services described in this Agreement. Each Party shall also notify
the other whenever a party has a reasonable basis for believing that it and/or its employees,
officers, agents or subcontractors, and/or the other party, might become the subject of a
demand, claim, action, cause of action, administrative action, criminal arrest, criminal
charge or litigation arising out of and/or related to the services described in this Agreement.
14.SURVIVAL OF PROVISIONS
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
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8
include but are not limited to: SERVICES TO BE PROVIDED (as to ownership of
property); INDEPENDENT CONTRACTORS; INDEMNIFICATION; INSURANCE;
DUTY TO NOTIFY; DATA PRIVACY AND SECURITY; RECORDS-
AVAILABILITY/ACCESS; DEFAULT AND CANCELLATION/TERMINATION;
MEDIA OUTREACH; and MINNESOTA LAW GOVERNS.
15.COMPLIANCE AND NON-DEBARMENT CERTIFICATION
A.Each Party shall comply with all applicable law, conditions of any funding sources,
regulations, rules and ordinances currently in force or later enacted.
B.Each Party certifies that it is not prohibited from doing business with either the
federal government or the state of Minnesota as a result of debarment or suspension
proceedings. Both Parties shall immediately notify the other if that Party is debarred
or suspended during the term of this Agreement.
16.NOTICES
Unless the Parties otherwise agree in writing, any notice or demand which must be given or
made by a Party under this Agreement or any statute or ordinance shall be in writing and
shall be sent registered or certified mail. Notices to COUNTY shall be sent to the County
Administrator with a copy to the originating COUNTY department at the address given in
Section 4 of this Agreement. Notice to CITY shall be sent to the address stated in Section
4 of this Agreement.
17.CONFLICTS OF INTEREST
Each Party affirms that to the best of its knowledge, its involvement in this Agreement does
not result in a conflict or potential conflict of interest with any Party or entity which may
be affected by the terms of this Agreement. Should any conflict or potential conflict of
interest become known to either Party, that Party shall immediately notify the other of the
conflict or potential conflict, specifying the part of this Agreement giving rise to the
conflict or potential conflict, and advise the other Party whether it will or will not resign
from the other engagement or representation. Unless waived by the non-conflicted Party, a
conflict or potential conflict may, in the non-conflicted Party’s discretion, be cause for
cancellation or termination of this Agreement.
18.MEDIA OUTREACH
COUNTY shall provide media toolkits including, but not limited to, sample social media
posts to CITY. COUNTY shall also provide Program brand guidance to CITY, which
CITY shall follow. For clarification and not limitation, all Outreach shall be provided by
COUNTY prior to publication or release. As used herein, the term “Outreach” shall mean
all media, social media, news releases, external facing communications, advertising,
65
9
marketing, promotions, client lists, civic/community events or opportunities, and/or other
forms of outreach created for CITY pursuant to this Agreement that reference or otherwise
use the term “Hennepin County” or any derivative thereof; or (ii) that directly or indirectly
relate to, reference, or concern the County of Hennepin, this Agreement, the services
performed hereunder, or COUNTY personnel, including but not limited to COUNTY
employees and elected officials.
19.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.
COUNTY ADMINISTRATOR APPROVAL
Reviewed for COUNTY by
the County Attorney's Office:
{{Sig_es_:signer3:signature}}
{{userstamp3_es_:signer3:stamp}}
Reviewed for COUNTY by:
{{Sig_es_:signer4:signature}}
{{userstamp4_es_:signer4:stamp}}
Document Assembled by:
{{Sig_es_:signer1:signature}}
{{userstamp1_es_:signer1:stamp}}
COUNTY OF HENNEPIN
STATE OF MINNESOTA
By:
{{Sig_es_:signer5:signature}}
{{userstamp5_es_:signer5:stamp}}
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{{Exh_es_:signer1:attachment:label("Attachments")}}
67
Elevate Hennepin Impact Report
April 2023
Impacts generated between November 2020 –December 2022
68
Vanessa Drews, Owner of Cheesecake Funk
Elevate Hennepin Resource Hub
•Curated hub for relevant small business resources, including consulting provided by 25+ Elevate Hennepin Advisors
•One stop for back-office support, events, classes, programs offered throughout the region
www.elevatehennepin.org
Currently available for all Hennepin County businesses and aspiring entrepreneurs
69
•Consultants and industry experts in
•Business planning
•Legal guidance
•Financial management / projections
•Access to capital
•Marketing
•Human resources (available May 1)
•Technology consulting (available May 1)
•Businesses can access up to 25 hours of consulting per advisor provided by Hennepin County
Elevate Hennepin’s Advisor Network
70
From 2020 –2022,
Hennepin County contracted with
29 Business Advisors to provide
cohort learning opportunities,
professional consulting services, and
1:1 business advising.
4
Elevate Hennepin Advisor Network
January 2023
•ACER
•African Development Center
•Asian Media Access
•Backpocket Strategy
•Clear Talk Accounting
•ConnectUp! Institute
•Davis Law Office
•Futuristic Management Group
•Harun Law
•Hortensia Law Office
•Impact Hub
•Kharis Consultants
•Khoo Consulting
•Latino Economic Development Center
•Liberian Business Association
•Makee
•Minneapolis Business Mentors
•Minnesota Craft Brewers Guild
•Neighborhood Development Center
•Neil Chudgar
•NEON
•New Publica
•NextStage
•RDW Services
•Springboard for the Arts
•The Coven
•The Activate Network
•Victor Jones Consulting
•Women Venture 71
5
Elevate Hennepin by the numbers
1,540
Businesses and
entrepreneurs accessed 1:1
& cohort programming
11,617
Hours of
1:1 advising provided
29
Hennepin cities
represented
7.5
Average hours of
1:1 advising per business
Impacts generated between Nov 2020 –December 2022 72
Hours of consulting provided by advisors
0100200300400500600700800900100011001200130014001500
Hours of consulting provided between Nov 2020 –December 2022 73
Businesses served by city
Total =1,540 businesses / 11,492 hours
City Businesses Hours City Businesses Hours
Minneapolis 674 6,453 Minnetonka 22 189
Brooklyn Park 71 815 Golden Valley 21 146
Bloomington 70 548 New Hope 14 99
Richfield 37 181 Crystal 11 142
Brooklyn Center 36 350 Robbinsdale 10 31
Hopkins 30 246 Excelsior 7 71
Maple Grove 29 113 Wayzata 4 68
Edina 27 236 Other Hennepin*17 95
St Louis Park 26 130 Outside Hennepin 24 109
Plymouth 25 261 Unknown 361 1,090
Eden Prairie 24 117 * Champlin, Osseo, Orono, Shorewood, Dayton, Long Lake, Medina, Mound, Rockford, Spring Park, St Anthony
Business served between Nov 2020 –December 2022 74
8
Demographic Characteristics
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Race / Ethnicity of Business Owner Gender of Business Owner
40% -Black / African American
31% -White
9% -Hispanic / Latino
8% -Asian2% -Multiracial / Other9% -No answer
32% -Male
60% -Female
2% -Non-Binary6% -No answer
Based on latest available data from fourth quarter 2022.75
9
Business Characteristics
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
Business Size -Gross Sales Business Size -Employees
25% -Less than$50,000
32% -$50,000 to $250,000
9% -$250,001 to $1 million
3% -$1,000,001 to $5 million
30% -No answer
29% -1 to 4
11% -In Idea Stage
6% -5 to 9
23% -No answer
25% -Self-Employed
5% -10 to 99
Based on latest available data from fourth quarter 2022.76
CITY OF PLYMOUTH
RESOLUTION NO. 2023-131
RESOLUTION SUPPORTING AGREEMENT BETWEEN HENNEPIN COUNTY AND CITY OF PLYMOUTH FOR
PARTICIPATION IN ELEVATE HENNEPIN PROGRAM
WHEREAS, the Elevate Hennepin program is a small business and entrepreneur technical assistance
program provided by Hennepin County; and
WHEREAS, Hennepin County provides an opportunity for cities to participate in the Elevate Hennepin
program which supplies technical expertise and a range of services including business plan development,
feasibility studies, cash flow and financing projections, marketing, preparing loan requests, and advocacy
with lending institutions; and
WHEREAS, the City intends to enter into an agreement with Hennepin County for participation in the
Elevate Hennepin program.
NOW, THEREFORE BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF PLYMOUTH,
MINNESOTA, that the resolution supporting the agreement between Hennepin County and the City of
Plymouth for participation in the Elevate Hennepin program is hereby approved.
APPROVED by the City Council on this 9th day of May, 2023.
77
Regular City
Council
May 9, 2023
Agenda
Number:6.4
To:Dave Callister, City Manager
Prepared by:Shawn Drill, Senior Planner
Reviewed by:Grant Fernelius, Community and Economic Development
Director
Item:Approve amendment to site plan and conditional use permit for
MACO Properties, LLC to allow expansion at Parks' Place
Memory Care, 18040 Medina Road (2023010)
1.Action Requested:
Adopt attached resolution approving amendment to the site plan and conditional use permit for
MACO Properties, LLC to allow a one-story addition containing 14 resident rooms and related site
improvements at Parks' Place Memory Care, 18040 Medina Road, as recommended by the Planning
Commission.
Approval requires a 4/7 vote of the City Council.
2.Background:
On April 19, the Planning Commission reviewed the proposal, conducted the public hearing, and
subsequently voted unanimously to recommend approval with the added stipulation that staff
continue to work with the applicant to ensure that the proposed private trail meets setback
regulations, and to investigate possible modifications to the landscaping plan. In addition to the
applicant, three residents spoke at the hearing to request replanting of trees that would be
removed for the proposed private trail in the west portion of the site. The residents stated that,
based on the April 5 plans, roughly six existing trees that were planted four years ago (with original
construction of Parks' Place) would be removed for trail installation around the infiltration basin,
and those trees would not be replaced on the site. The Planning Commission report and minutes are
attached.
Subsequent to the Planning Commission meeting, the applicant submitted revised plans (copy
attached) to respond to neighborhood and Planning Commission concerns. The April 27 revised
plans: 1) comply with the six-foot minimum setback requirement for the private trail; 2) reduce the
width of the private trail from eight feet to six feet; 3) result in no net loss of trees, as the seven
trees that would be removed in conjunction with trail installation would be replaced in the west
portion of the site; and 4) relocate the private trail out of the city's public trail easement along
Medina Road.
The applicant is requesting that any approvals be valid for a three-year term (instead of the standard
of one year), in case they decide to construct the improvements in phases. The attached resolution
addresses this matter.
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Notice of the Planning Commission's public hearing was published in the city's official newspaper
and mailed to all property owners within 500 feet of the site. Additionally, development signage
was placed on the site.
3.Budget Impact:
N/A
4.Planning Review Deadline: *
June 30, 2023
5.Attachments:
Planning Commission Report
Draft Planning Commission Minutes
Location Map
Aerial Map
Hennepin County Locate & Notify Map
Site Plan Approved in 2017
Applicant's Narrative
Conditional Use Permit Standards
Correspondence Received
Site Graphics
City Council Resolution 2023-132
79
Regular
Planning
Commission
April 19, 2023
Agenda
Number:5.1
To:Planning Commission
Prepared by:Shawn Drill, Senior Planner
Reviewed by:Grant Fernelius, Community and Economic Development
Director
File No:2023-010
1.Applicant:
MACO Properties, LLC
2.Proposal:
Amendment to site plan and conditional use permit for a building expansion and related site
improvements.
3.Location:
Parks' Place Memory Care, 18040 Medina Road
4.Guiding:
LA-2 (living area 2)
5.Zoning:
RMF-1 (multiple family 1)
6.School District:
ISD 284 (Wayzata)
7.Review Deadline:
June 30, 2023
8.Description:
See attached Planning Commission Report Information.
80
Planning Commission Report Information
MACO Properties, LLC
(2023-010)
INTRODUCTION
The applicant is requesting an amendment to the existing site plan and conditional use permit to
allow expansion of “Parks’ Place Memory Care” located at 18040 Medina Road.
Notice of the Planning Commission’s 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 Hennepin County
Locate & Notify Map is attached. Development signage has also been posted on the site.
CONTEXT
Surrounding Land Uses
Adjacent Land Uses Guiding Zoning
North
Two-family homes in
“Walnut Grove Pond”
---
Two-family homes in
“Perl Gardens”
LA-2
RSF-4
(1- & 2-family)
---
PUD
(planned unit dev.)
East Two-family homes in
“Perl Gardens” LA-2 PUD
Southwest (across
Medina Rd.)
Greenwood Elementary School
and Ball Fields
---
Peace Lutheran Church
P-I
(public/inst.)
---
LA-1
(living area 1)
RSF-1
(single-family 1)
Natural Characteristics of Site
The roughly 4.6-acre site is located in the Elm Creek drainage district. The site does not contain
any land in the floodplain or shoreland district, nor does it contain any wetlands.
Previous Actions Affecting Site
In 2017, the City Council approved a site plan and conditional use permit for a one-story memory
care home containing up to 32 resident rooms. The existing building was completed in 2019 and
contains 30 resident rooms.
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File 2023 010
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 amendment 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 amendment. However, the level of
discretion is affected by the fact that some of the standards may be open to interpretation.
ANALYSIS
The applicant is proposing to construct a one-story addition containing 14 resident rooms on the
southeast side of the existing memory care home. The site plan approved in 2017 (copy attached)
indicated and reserved this area as potential “future building” expansion. Under the approvals for
the existing building, the stormwater pond and drainage system were designed, sized, and
constructed to accommodate this future building expansion and its related site improvements.
The existing building includes a commercial kitchen for on-site meal preparation, as well as a
dining room, great room, media room, salon, and activity spaces. In addition to 14 resident rooms,
the proposed building expansion would include an activities kitchen, living and dining areas, and
auxiliary/support spaces.
The request includes:
1) a site plan amendment for the proposed physical changes to the site; and
2) a conditional use permit amendment to expand the memory care use by 14 resident rooms.
Site Plan Amendment
The zoning ordinance contains specific standards for development in the RMF-1 zoning district.
Staff used these standards to review the proposed expansion. The specific standards that apply are
indicated on the following table.
RMF-1 District Standards
(For Uses Other Than 1- & 2-family Dwellings)
Specified Shown Complies?
Building Setbacks:
--From Front Lot Line 50 ft. (min.) 63 ft. Yes
--From Other Lot Lines 25 ft. (min.) 57 ft. (at nearest point) Yes
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File 2023 010
RMF-1 District Standards
-- Continued --
(For Uses Other Than 1- & 2-family Dwellings)
Specified Shown Complies?
Parking Setbacks:
--From Front Lot Line 20 ft. (min.) 20 ft. (at nearest point) Yes
--From Other Lot Lines 20 ft. (min.) 41 ft. (at nearest point) Yes
--From Building: 10 ft. (min.) 15 ft. (at nearest point) Yes
Drive Aisle Setbacks:
--From Front Lot Line 20 ft. (min.) 27 ft. Yes
--From Other Lot Lines 30 ft. (min.) 36 ft. Yes
Drive Aisle Width: 26 ft. (min.) 26 ft. Yes
Number of Parking Spaces: 32 (min.) 67 Yes
Building Height: 35 ft. (max.) 23 ft. Yes
Structural Coverage: 50% (max.) 17% Yes
Landscaping: 11 new trees Equivalent to 16 new trees Yes
Lighting:
--Fixture Height 25 ft. (max.) 25 ft. Yes
--Lumens/sq. ft. 1.25 (max.) 1.1 Yes
Building Materials
The materials and design for the proposed addition would match the existing building and would
comply with city regulations. Primary exterior wall materials would include lapboard siding,
shingle siding, glass, and decorative stone. The pitched roof would have asphalt shingles.
Sidewalks/Trails
The sidewalk that runs along the front of the existing building would be extended to run along the
front of the proposed addition. Additionally, a new sidewalk segment would be added along the
north side of Medina Road in the area between the east driveway and the “Perl Gardens”
development to the east.
The proposal includes an internal trailway to provide a walking system through the site. That
trailway would extend from the east side of the proposed addition, would run north of the existing
building, and would encircle the water-quality pond in the west portion of the site. This internal
trailway was shown and approved with construction of the existing building but has not yet been
installed.
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File 2023 010
Conditional Use Permit Amendment
The zoning ordinance requires a conditional use permit amendment to allow for the expansion of
memory care homes in the RMF-1 district.
Staff finds that the request meets the applicable general standards (copy attached). Specifically,
the 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.
Staff also finds that the request meets the applicable specific standards for memory care homes in
the RMF-1 district, as follows:
• Such uses shall be located along arterial or major collector roadways.
Medina Road, which abuts the southwest boundary of the site, is classified by the
comprehensive plan as a major collector roadway.
• Buildings shall not exceed two stories in height.
The proposed building addition would be one story in height.
• Buildings shall maintain a high standard of architectural and aesthetic compatibility with
surrounding properties.
The building addition would incorporate exterior materials that are typically associated with
residential structures, would be designed to be architecturally compatible with adjacent
properties, and would match the existing building.
RECOMMENDATION
Community and Economic Development Department staff recommends approval of an
amendment to the site plan and conditional use permit for MACO Properties, LLC to allow
expansion of “Parks’ Place Memory Care” located at 18040 Medina Road, subject to the findings
and conditions listed in the attached resolution.
If new information is brought forward at the public hearing, staff may alter or reconsider its
recommendation.
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1
Proposed Minutes April 19, 2023
Proposed Minutes
Planning Commission Meeting
April 19, 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 April 19, 2023.
COMMISSIONERS PRESENT: Chair Michael Boo, Marc Anderson, Julie Olson, Neha
Markanda, Jennifer Jerulle, Bill Wixon, and Josh Fowler
COMMISSIONERS ABSENT: None
STAFF PRESENT: Planning and Development Manager Chloe McGuire, Senior Planner Shawn
Drill, Senior Planner Lori Sommers, and Engineering Services Manager Chris McKenzie
Public Hearings
(5.1) Amendment to site plan and conditional use permit for MACO Properties, LLC to
allow expansion of Parks’ Place Memory Care located at 18040 Medina Road (2023010)
Senior Planner Drill presented the staff report.
Commissioner Anderson referenced the letter submitted by the Pearl Gardens HOA which
requests sound mitigation for the air conditioning units. He asked if there has been a study done
on the noise level of the units and whether mitigation had been considered.
Senior Planner Drill responded that staff has begun to review that issue. He provided details on
the location of the air conditioning units on the roof. He stated that the city’s noise ordinance
exempts air conditioning units. Senior Planner Drill has requested that the applicant provide the
manufacturer ’s specifications on the air conditioning units so the noise levels at the receiving lot
lines can be analyzed.
Commissioner Anderson noted the Perl Gardens HOA request for landscape buffering and asked
if there was a landscaping plan submitted and whether staff feels that is sufficient.
Senior Planner Drill responded that a landscape plan was provided with the application, however,
none of the new plantings are proposed along the common boundary with Perl Gardens. He
stated that the original landscape plan for Parks’ Place exceeded the number of trees required
when the building was constructed, therefore additional trees would not be required.
Commissioner Anderson stated that it would then be a question to the developer as to whether
they would plant additional trees at the request of the neighbor even though it would not be
required. He referenced the pond which is referred to as an infiltration basin in the presentation
and asked if the intention would be to have standing water and whether fencing would be
required.
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2
Proposed Minutes April 19, 2023
Senior Planner Drill replied that the infiltration basin was designed with an aquatic bench, so the
first ten feet is not deep. He stated that the city does not require, and the staff does not
recommend, fencing around water quality features. He added that this basin only holds water
after a storm event and is dry most of the time.
Commissioner Fowler commented that it appears the proposed private trail south of the retention
basin and along Medina Road would go into the existing trail easement where a future city trail
may eventually go. He asked if there would be a conflict.
Senior Planner Drill replied that the city had originally requested that the private trailway be
placed outside of the ponding easement for the basin, as is shown on the current plans in the
packet. However, staff is now telling the applicant to relocate their private trailway within the
ponding easement for the basin – to keep the private trailway out of the city’s public trail
easement along Medina Road.
Chair Boo invited the applicant to address the Commission.
Chair Boo introduced Karen Parks, representing the applicant, who stated that they overplanted
with the original building construction more than the amount needed for ultimate buildout of the
proposed addition. She stated that they do not have plans to add additional trees with this
expansion. She commented that the Pearl Gardens development places their homes close to the
lot lines, such that there is not space for tree planting in the rear yard areas of those townhomes.
She stated that the Perl Gardens neighborhood has requested permission to plant trees on the
Parks’ Place property, to which she has agreed. She said the aerial photo shows some places
where this has already happened. She did not have any concerns with safety related to the
placement of the trail around the basin, which will be dry at most times. She commented that
there is not water in the basin very often, as it is only in the basin for 2-3 days after a heavy rain
event. She commented that the residents in their facility would only be outside with supervision.
She noted that most of the homes in Pearl Gardens and Walnut Grove are occupied by seniors
and not young families with children.
Commissioner Wixon asked if there would be weeds in the basin if it is mostly dry.
Ms. Parks replied that the basin was planted with natural plantings and some poplar trees have
begun to grow in that area.
Commissioner Anderson asked if there are any plans for sound mitigation of the new air
conditioning units, the anticipated placement of the air conditioning units on the addition, and
whether the units would be visible from the homes.
Ms. Parks replied that the addition would be a miniature of what already exists, therefore, the
color and design would be similar. She commented that their staff and residents sit outdoors near
the air conditioning units at least twice a day in the summertime and have never experienced
problems with noise from those units.
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3
Proposed Minutes April 19, 2023
Chair Boo opened the public hearing.
Chair Boo introduced Gretchen Englund, 18205 39th Avenue North, who stated that there is not a
lot of space between her property and the infiltration basin. She commented that she would
prefer to have the trail eight feet from the property line rather than six feet. She commented that
she believes the path will be a welcome addition for the residents that live there. She requested
additional screening between the trail and property line. She commented that some trees will be
removed to make space for the path and perhaps those could be replanted in another location or
replaced. She also requested that dead trees be replaced. She asked if certain trees would be
protected during construction. She asked that turf or native seed be used, and that invasive
species be removed. She stated that bio logs for erosion control were left in place following the
original construction and asked if those could be removed when this construction is completed.
She stated that this will be a good project and the applicants have been good neighbors.
Chair Boo introduced Marty Wirth, 18145 39th Avenue North, who commented that the only trees
that provide screening in the area between their properties and Medina Road are the trees that
they planted. He noted that prior to the construction on this site, they could not see Medina Road
or traffic because of trees that existed prior to the development of Parks Place, but those were
removed and the noise from traffic is impactful. He requested additional screening. He
commented that the applicant has been cooperative to address other issues, such as issues with
the parking lot lights. He commented that the proposed private trail would be close to the
property line and commented on the topography in that area. He added that bio logs are partially
buried in that portion of the property and agreed those should be removed.
Chair Boo introduced Jan Wyder-Barck, 18175 39th Avenue North, who commented that she
appreciates the mission of the facility. She stated that when you compare the originally proposed
site plan to the new plan, the trail is not in the same location and has been shifted towards the
property line. She commented that the narrow area between the infiltration basin and the
neighboring property line would not support an eight-foot-wide path, and perhaps not even a six-
foot-wide path because of the elevation near the basin. She stated that prior to the site being
developed, it was heavily wooded. She said that after development, the sight lines are open to
Medina Road and ball fields to the south, which is a dramatic change. She stated that the Walnut
Grove homeowners have invested a lot of money into landscaping for their own benefit and do
not want a walking path near the property line. She stated that the trees that would be removed
to install the walking path currently provide the minimal screening that exists. She commented
on the lack of privacy in some areas because the trail is proposed so close to the property line.
Ms. Englund asked the slope of the path and whether that would drain toward the basin or away
from the basin.
Chair Boo closed the public hearing.
Chair Boo introduced Katie Wolf with Civil Site Group, representing the applicant, who
commented that the infiltration basin is required to drain in 48 hours and provided details on the
design. She stated that they have decided to decrease the width of the trail from eight feet to six
feet, which allows for a six-foot setback from the property line.
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Proposed Minutes April 19, 2023
Senior Planner Drill identified the trees proposed for removal as part of the trail construction.
He stated that because the applicant planted more trees than required, there would not be a
requirement to replant, although they acknowledged the request from neighbors for those trees to
be relocated.
Ms. Wolf commented that the trail would be slightly tilted to drain inward toward the infiltration
basin.
Senior Planner Drill stated that he has spoken with the applicant about the noxious weeds in the
west triangular-shaped portion of the site and that will be addressed. He confirmed that all
existing and planned erosion control elements would be removed following construction.
Ms. Wolf commented that a tree survey was not required for the application and, therefore, not
all trees that exist on the site are shown on the plans.
Commissioner Anderson asked if the 2017 plan was followed, noting that perhaps not all the
work was completed if erosion control measures remain on site.
Senior Planner Drill replied that the 2017 plan was followed with the exception of the trail
installation. He commented that the city is holding financial guarantee funds in anticipation of
as-built survey information, noting that it is not unusual for a project to remain open three to four
years after construction.
Commissioner Anderson asked if there are aerial photos of the site prior to construction, noting
the comments from the neighbors about the previously wooded condition of the site. He
acknowledged that people have the right to remove trees to support their development and
required stormwater improvements.
Senior Planner Drill commented that prior to the construction of this facility there was one
single-family home on the site and much of the remainder of the site was natural woods that had
grown over time; not planted trees. He stated that when the site developed, the infiltration basin
was required which resulted in tree removal in that area.
Commissioner Olson commented that it seems everyone agrees that the applicant is a good
neighbor, and the only concern is with the location of the trail. She asked who is requiring the
trail.
Senior Planner Drill replied that the trail is not a city requirement and is a desired amenity
requested by the applicant. He commented that it would be a private trailway for the use of the
residents of the property.
Commissioner Anderson asked if the trail could go along the south of the basin, ending in a cul-
de-sac, rather than looping around the north side of the basin.
88
5
Proposed Minutes April 19, 2023
Chair Boo commented that he would not want to place the applicant in the position to make that
decision at this time. He stated that the application has been submitted and the Commission
should make its recommendation on that application.
Senior Planner Drill provided additional context on the level of discretion the Commission
would have in making its recommendation if the zoning ordinance requirements are met.
Commissioner Jerulle appreciated the comments that the applicant has been a good neighbor and
that there has been cooperation with the adjacent developments. She referenced the staff report
comments related to landscaping and asked if there would be new trees planted.
Senior Planner Drill noted that the site was originally overplanted with trees. He stated that the
equivalent trees mentioned in the report would be foundation plantings around the new building
addition and that no other plantings were proposed at this time. He noted that although the
Commission could make a recommendation for additional landscape screening, that would be
more than what is required by the code.
Commissioner Markanda stated that she appreciates that the applicant wants to continue to be a
good neighbor but also wants to ensure that there is not a decrease in enjoyment of property for
neighboring residents under the conditional use permit.
Senior Planner Drill commented that the use is already permitted and in existence, therefore it
would be difficult to say that use is injurious.
Chair Boo noted that the original site plan anticipated this second phase, and a conditional use
permit was already approved for the land use.
Motion was made by Chair Boo and seconded by Commissioner Anderson to recommend approval
of the resolution approving the amendment to site plan and conditional use permit for MACO
Properties, LLC to allow expansion of memory care located at 18040 Medina Road and with the
added stipulation that staff continue to work with the applicant to ensure the walkway meets
setback requirements as well as investigating possible modification to the landscaping plan.
Commissioner Anderson stated that he agrees that the applicant can work with staff to determine
if modifications can be made. He stated that the applicant had the right to remove the trees in the
original phase to install the required infiltration basin. He recognized that his comment suggesting
the northern portion of the trail be removed was outside the purview of the Commission.
With all Commissioners voting in favor, the motion carried.
89
39 t h P l
3 7 thPl
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39thAv e
38th Av e
P-I
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LA-2 LA-3
SITE
Peace Lutheran
Church
Greenwood Elementary
School
LA-2
LA-1
LA-1
LA-1
LA-3
LA-3
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38th Pl
Queensland Ln
2023-010MACO Properties LLCParks' Place Memory Care, 18040 Medina RdAmend Cond. Use Permit & Site Plan K
400 0 400 800200
Feet
90
Medina Road
3 9 t h A v e
SITE
2023-010 -- Aerial Map K170017034085
Feet
91
92
Site Plan Approved in 2017
(Shows Future Building Expansion)
93
MEMORANDUM
1000 Twelve Oaks Center Drive Tel 952.426.7400
Suite 200 Fax 952.426.7440
Wayzata, MN 55391 www.mohagenhansen.com
MOHAGEN HANSEN
Architecture | Interiors
Date:March 3, 2023
Memo To:Shawn Drill
City of Plymouth
From:Scott Hayes
Mohagen Hansen Architecture | Interiors
Project:Parks’ Place Phase 2
Project No.:22086 (City File #2023-010)
Project Narrative for Parks’ Place Phase 2.
Parks’ Place
18040 Medina Road
Plymouth, MN 55446
PIN: 1811822430001
We are requesting the review and approval of a 10,270 sq. ft., single story addition to the existing Parks' Place
Memory Care building. The addition would include 14 resident units, kitchen/dining areas, living rooms/lounges,
additional office space and building support areas. The addition will be built using the same exterior materials and
will use the same architectural language. The site would be updated for the new addition, which would include new
walking paths, adjusting existing fencing, new parking areas with updated lighting, and new landscaping at the
addition. There will be no new curb cuts on to Media Road. The current monument sign will remain in its current
location with no modifications.
94
(forms/cupsta)
ZONING ORDINANCE
CONDITIONAL USE PERMIT STANDARDS
21015.02. 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
95
96
May 9, 2023
To: City Council Clerk, Jodi Gallup
From: Gretchen & Randy Englund, 18205 39th AVE N.
Greetings to the Plymouth City Council. Thank you for receiving these written comments.
We are one of seven adjacent properties in the Walnut Grove Pond neighborhood; specifically adjacent
on Parks Place north property line along its proposed trailway. Having attended and commented at the
April 19, 2023 Planning Commission meeting, we want to comment on the revisions submitted by Parks
Place on 4/27/2023.
We appreciate each of the revisions mentioned in the May 9th letter. (Reference below*). Specifically, we
appreciate the revisions of the trail reduction width and the commitment to replacement of the 7 trees
along the proposed path that offer a degree of both privacy and beauty. Thank you for the attention in
these matters that directly affect us.
(*May 9, 2023 memo from Shawn Drill to Dave McAllister, specifically paragraph two in Background.)
Your neighbors,
Gretchen & Randy Englund
18205 39th AVE N.
97
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
C0.0
TITLE SHEET
..
..
..
..
..
..
PARKS PLACE MEMORY CARE II
PLYMOUTH, MINNESOTA
SHEET INDEX
SHEET NUMBER SHEET TITLE
C0.0 TITLE SHEET
SITE LOCATIONSITE LOCATION MAP N
UTILITY PLANC4.0
ISSUED FOR: CITY RESUBMITTAL
DEVELOPER / PROPERTY OWNER:
ENGINEER / LANDSCAPE ARCHITECT:
CIVIL SITE GROUP
5000 GLENWOOD AVE
GOLDEN VALLEY, MN 55422
CONTACT: DAVE KNAEBLE, P.E.
612-615-0060
SURVEYOR:
GEOTECHNICAL ENGINEER:
SWPPP - EXISTING CONDITIONSSW1.0
GRADING PLANC3.0
C5.0
C5.1
L1.0
CIVIL DETAILS
LANDSCAPE PLAN
SWPPP - PROPOSED CONDITIONSSW1.1
SWPPP - DETAILSSW1.2
C2.0 SITE PLAN
SWPPP - NARRATIVESW1.3
CIVIL DETAILS
C1.0 REMOVALS PLAN
Know what's below.
before you dig.Call
R
SWPPP - ATTACHMENTSSW1.4
SWPPP - ATTACHMENTSSW1.5
PROFESSIONAL SERVICE INDUSTRIES, INC.
2915 WATERS ROAD, SUITE 112
EAGAN, MN 55121
651-646-8148
L1.1 LANDSCAPE ENLARGEMENTS & DETAILS
ARCHITECT:
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.
MOHAGEN HANSEN ARCHITECTURE INTERIORS
1000 TWELVE OAKS CENTER DRIVE,
SUITE 200
WAYZATA, MN 55391
CONTACT: STEPHEN OLIVER
952-426-7426
MACO HOLDINGS
15715 56TH AVENUE NORTH
PLYMOUTH, MN 55446
EXISTING STORM SEWER - PLAN AND PROFILESC4.1
PROPOSED STORM SEWER - PLAN AND PROFILEC4.2
L1.2 LANDSCAPE ENLARGEMENTS
2023-010
Revised
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PID: 1811822430013
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PID: 1811822430012
Address: 3709 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430011
Address: 3713 Queensland Ln N
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PID: 1811822430010
Address: 3717 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430009
Address: 3721 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430008
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PID: 1811822430007
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Owner: Rachel Development Inc
PID: 1811822430006
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Owner: Rachel Development Inc
PID: 1811822420106
Address: 3737 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420105
Address: 3741 Queensland Ln N
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PID: 1811822420104
Address: 3755 Queensland Ln N
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PID: 1811822420058
Address: 18215 39th Pl N
Owner: Erica N Johnson
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[15] D & U Easement
Per Doc. No. 10569572
[1
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[15] D & U Easement
Per Doc. No. 10569572
REMOVE EXISTING TREE
AND BALL ROOT, TYP.
SALVAGE AND
REINSTALL EXISTING
HYDRANT PER C4.0
SALVAGE AND
REINSTALL PER
LIGHTING PLAN
SALVAGE AND
REINSTALL PER
LIGHTING PLAN
PROTECT FROM
DAMAGE
CB TO REMAIN,
PROTECT FROM
DAMAGE
CB TO REMAIN,
PROTECT FROM
DAMAGE
EXISTING SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
EXISTING SIDEWALK
TO REMAIN, PROTECT
FROM DAMAGE, TYP.
PROTECT EXISTING
BUILDING FOOTINGS
FROM DAMAGE
REMOVE EXISTING
CURB AND GUTTER,
TYP.
REMOVE EXISTING
CONCRETE WALK, TYP.
MONUMENT SIGN TO
REMAIN, PROTECT FROM
DAMAGE
SALVAGE AND
REINSTALL PER
LIGHTING PLAN
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.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
REMOVE EXISTING
TREES AND ROOT BALLS
AS NEEDED FOR TRAIL
CONSTRUCTION
REMOVE EXISTING
TREES AND BALL
ROOTS, TYP.
USE EXISTING GRAVEL
FOR NEW TRAIL BASE
PROTECT EXISTING
FENCE
PROTECT EXISTING
CATCH BASINS, TYP.
REMOVE EXISTING
TREES AND BALL ROOTS
AS NEEDED FOR TRAIL
CONSTRUCTION
REMOVE EXISTING
CURB AND GUTTER,
TYP.
PROTECT EXISTING
TELEPHONE POLE AND
SUPPORT WIRE
REMOVE EXISTING
PAVEMENT AND BASE
MATERIAL, TYP.
TREE INVENTORY AROUND BASIN INCLUDES TREE
SURVEY DONE BY HARRY S. JOHNSON ON
FEBRUARY 14, 2007 & VISUAL CONFIRMATION BY
CIVIL SITE GROUP VIA GIS MAPS
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
EXISTING TREES TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING, TYP.
TYP.TYP .
EOF=1009.58
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
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
COPYRIGHT CIVIL SITE GROUP INC.c
PA
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
0
1" = 30'-0"
30'-0"15'-0"
N
REVISION SUMMARY
DATE DESCRIPTION
C1.0
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.
REMOVAL NOTES:
CITY OF PLYMOUTH REMOVAL NOTES:
1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
DL
TREE PROTECTION
N T S
25'
DRIPLINE WIDTH
FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS AS
SHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIP
LINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTION
ACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.
POSTS AND FENCING
EXTEND FENCE 25'
BEYOND DRIPLINE
WHERE POSSIBLE
TREE PROTECTION SIGN, TYP.
TREE DRIPLINE, OR
CONSTRUCTION LIMITS
1
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATER MANAGEMENT PLAN.
3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCAL REGULATIONS.
4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTION ACTIVITIES.
5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINT FOR PROPOSED
PAVEMENT CONNECTIONS.
6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITH STATE AND LOCAL
REGULATIONS.
7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE WITH
PROPOSED PLANS.
8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE CONTRACT.
9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THE DRAWINGS. WORK WITHIN
THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION AND CLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION
SHOWN ON THE DRAWINGS.
10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLAN AND PER CITY
REQUIREMENTS. FOR ANY WORK ON ADJACENT PRIVATE PROPERTY, THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE
ADJACENT PROPERTY OWNER PRIOR TO ANY WORK.
11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN A MANNER APPROVED BY THE
ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.
12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ON THE DRAWINGS AND
APPROVED BY THE CITY PRIOR TO CONSTRUCTION.
13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURING AND AFTER NORMAL
WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY.
14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURING NORMAL OPERATING HOURS. AT
NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATION OF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL
BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, SIGNAGE, BARRICADES, FLASHERS,
AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE
PERMITTED WITHOUT APPROVAL BY THE CITY.
16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND AS APPROVED BY THE OWNERS
REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.
17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THE DRAWINGS AND MAINTAINED IN
A MANNER AS REQUIRED BY THE CITY.
18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTION SHALL BE RETURNED TO
LGU.
19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR
UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
99
4
4
.
8
2.8
4
5
.
7
2.5
1
3
.
4
2.3
1
5
.
0
12
.
1
4.
4
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6 3
4
.
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19
.
4
5.
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3
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1
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2
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9
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6
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(
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15"
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18"
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12
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11.3
1
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1
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1
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:
1
8
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1
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2
2
4
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:
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PID: 1811822430014
Address: 3701 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430013
Address: 3705 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430012
Address: 3709 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430011
Address: 3713 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430010
Address: 3717 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430009
Address: 3721 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430008
Address: 3725 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430007
Address: 3729 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430006
Address: 3733 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420106
Address: 3737 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420105
Address: 3741 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420104
Address: 3755 Queensland Ln N
Owner: Rachel Development Inc
PI
D
:
1
8
1
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Address: Unassigned
Owner: Pearl Gardens HOA
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Address: 18215 39th Pl N
Owner: Erica N Johnson
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[15] D & U Easement
Per Doc. No. 10569572
[1
5
]
D
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2
[15] D & U Easement
Per Doc. No. 10569572
W D W D
OVEN
DW
20
'
P
A
R
K
I
N
G
S
E
T
B
A
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K
10
'
D
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B
A
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EOF=1009.58
N
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P
A
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G
R3.0'
R
3
.
0
'
R
3
.
0
'
R3.
0
'
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3
.
0
'
R1
0
.
0
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R20
.
0
'
R
3
.
0
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R3.0
'
R4
6
.
0
'
18.
0
'
TY
P
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1
'
18
.
1
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5.
7
'
26
.
0
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18
.
0
'
TY
P
.
26.
0
'
5.7
'
5.0'
7.6'12.5'6.0'42.5'
5.7'
18.0
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TYP
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6
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0
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26.
0
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9.
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14
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1
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5.
0
'
6.9
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10.7
'
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67.5'
60.9'
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79.0'10.0'6.0'
41.9'
6
.
0
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10.
0
'
5.0
'
5.0
'
26.
0
'
26.
0
'
ACCESSIBLE ROUTE
ARROW. DO NOT PAINT,
FOR CODE REVIEW ONLY,
TYP.
EXISTING BIO-FILTRATION BASIN
PROPOSED 100 YR = 1009.50
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONC. WALK, TYP
PVMT. STRIPING
TYP.
B612 C&G, TYP.
VALLEY
GUTTER, TYP.
VALLEY
GUTTER, TYP.
B612 C&G, TYP.
B612 C&G, TYP.
B612
C&G,
TYP.
BIT. PVMT., TYP,
SEE FINAL
GEOTECH FOR
THICKNESS
BIT. PVMT.,
TYP, SEE FINAL
GEOTECH FOR
THICKNESS
BIT. PVMT.,
TYP, SEE FINAL
GEOTECH FOR
THICKNESS
PVMT. STRIPING
TYP.
PVMT. STRIPING
TYP.
MATCH
EXISTING
MATCH
EXISTING
MATCH
EXISTING
MATCH
EXISTING
MATCH
EXISTING
6 FT WIDE BITUMINOUS
TRAIL, SEET DETAIL
6 FT WIDE BITUMINOUS
TRAIL, SEET DETAIL
MATCH
EXISTING
15
13
5
8
CROSSWALK
STRIPING, TYP.
CONC. WALK, TYP
ACCESSIBLE PARKING
SPACE, INCL.
SIGNAGE, STRIPING
AND RAMPS
PED RAMP, SEE
DETAIL
PED
RAMP,
SEE
DETAIL
SURMOUNTABLE
CURB AND
GUTTER
RELOCATED
LIGHT POLE,
PER LIGHTING
PLAN
RELOCATED
LIGHT POLE,
PER LIGHTING
PLAN
PED RAMP, SEE
DETAIL
CURB TAPER
SEE C3.0, TYP.
MATCH EXISTING
CONC. WALK PER
CITY STANDARDS
CURB TAPER
SEE C3.0, TYP.
CONC. WALK PER CITY
STANDARDS, TYP
B618 C&G, TYP.
TIE IN AND
MATCH
EXISTING C&G
IN KIND
NONWOVEN GEOTEXTILE
FABRIC AND TYPE III
GRANITE RIPRAP, PER
CITY DETAIL
6.
0
'
6.
0
'
6.0
'
10.
0
'
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
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:
NO
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
C2.0
SITE PLAN
..
..
..
..
..
..
SITE AREA TABLE:
SITE LAYOUT NOTES:
SITE PLAN LEGEND:
TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS
SIGN AND POST ASSEMBLY. 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 PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).
SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE
& WEAR COURSE DEPTH, SEE DETAIL.
HEAVY DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).
SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE &
WEAR COURSE DEPTH, SEE DETAIL.
CONSTRUCTION LIMITS
TO
CITY OF PLYMOUTH SITE SPECIFIC NOTES:
1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.
ACCESSIBILITY ARROW (IF APPLICABLE) DO NOT
PAINT.
1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"
(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO
COST TO THE OWNER.
2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING
CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND 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
10
0
4
4
.
8
2.8
4
5
.
7
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1
3
.
4
2.3
1
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4
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.
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18
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11.3
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1
PI
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PID: 1811822430014
Address: 3701 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430013
Address: 3705 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430012
Address: 3709 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430011
Address: 3713 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430010
Address: 3717 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430009
Address: 3721 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430008
Address: 3725 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430007
Address: 3729 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430006
Address: 3733 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420106
Address: 3737 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420105
Address: 3741 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420104
Address: 3755 Queensland Ln N
Owner: Rachel Development Inc
PI
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:
1
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Address:
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PID: 1811822430113
Address: Unassigned
Owner: Pearl Gardens HOA
PI
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:
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PID: 1811822420058
Address: 18215 39th Pl N
Owner: Erica N Johnson
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Mow Line
2
1
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R
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1
8
"
R
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15"
RCP
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[15] D & U Easement
Per Doc. No. 10569572
[1
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D
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[15] D & U Easement
Per Doc. No. 10569572
W D W D
OVEN
DW
EOF=1009.58
N
O
P
A
R
K
I
N
G
EXISTING BIO-FILTRATION BASIN
PROPOSED 100 YR = 1009.50
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
C3.0
GRADING PLAN
..
..
..
..
..
..
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
SEE SWPPP ON SHEETS SW1.0 - SW1.5
EROSION CONTROL NOTES:
0
1" = 30'-0"
30'-0"15'-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
SPOT GRADE ELEVATION MATCH EXISTING
GRADE BREAK - HIGH POINTS
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.
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.
10
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PID: 1811822430014
Address: 3701 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430013
Address: 3705 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430012
Address: 3709 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430011
Address: 3713 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430010
Address: 3717 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430009
Address: 3721 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430008
Address: 3725 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430007
Address: 3729 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430006
Address: 3733 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420106
Address: 3737 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420105
Address: 3741 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420104
Address: 3755 Queensland Ln N
Owner: Rachel Development Inc
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Address: 18215 39th Pl N
Owner: Erica N Johnson
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Per Doc. No. 10569572
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Per Doc. No. 10569572
W D W D
OVEN
DW
EOF=1009.58
N
O
P
A
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K
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EXISTING BIO-FILTRATION BASIN
PROPOSED 100 YR = 1009.50
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SEE DEMO PLAN FOR ALL EXISTING
UTILITY REMOVAL INFORMATION
MAKE CONNECTION
TO EXISTING 6"
WATER MAIN,
COORD. WITH CITY
INSTALL
SALVAGED
PUBLIC HYD &
GV, TYP.
CB 8B
RIM=1016.15
IE (12")=1012.07
IE (6")=1012.32
R-3067-VB
CB 8A
RIM=1016.07
IE (12") =1011.56
IE (6") =1011.81
NEENAH CAST
R-3067-VB
102 LF 12" SCH40
STORM @ 0.50%
30 LF 12" RCP
STORM @ 0.50%
EX. CB 8 (27" - R4342)
EX. RIM=1016.00
EX. IE=1011.31
PROP IE=1011.41
CORE DRILL NEW
CONNECTION AT EXISTING CB
EX. OCS/LOW RIM
EX. RIM=1006.73
RAISE RIM 5" TO
PROP. RIM=1007.14
EX. IE (W)=1004.26
EX. IE DT (E)=1004.35
WATER AND SEWER SERVICE FOR
THE ADDITIONAL SHALL BE
CONNECTED VIA EXISTING
BUILDING
REPLACE CASTING
WITH NEENAH
CASTING R-3290-A
RIM=1014.55
REPLACE CASTING
WITH NEENAH
CASTING R-3290-A
RIM=1015.12
INSTALL SPLASH
BLOCKS AT ALL
NONPIPED
DOWNSPOUT
LOCATIONS, TYP.
SEE ARCH
91 LF OF 6"
SCH40 STORM
SEWER @
1.00%
NYLOPLAST
STRUCTURE 6
WITH SOLID
GRATE
RIM= 1017.30
IE= 1013.10
NYLOPLAST
STRUCTURE 7
WITH SOLID
GRATE
RIM= 1016.89
IE=1012.40
8 LF OF 6"
SCH40 STORM
SEWER
@ 1.00%
NYLOPLAST
STRUCTURE
5 WITH
SOLID
GRATE
RIM= 1017.20
IE= 1014.01
DOWNSPOUT
WYE
CONNECTION,
SEE DETAIL.
IE= 1013.74
DOWNSPOUT
WYE
CONNECTION,
SEE DETAIL.
IE= 1012.93
70 LF OF 6"
SCH40 STORM
SEWER@ 1.00%
47 LF OF 6"
SCH40 STORM
SEWER @ 1.00%
AD15
RIM= 1017.33
IE= 1014.11
AD21
RIM= 1018.00
IE= 1012.81
AD14
RIM= 1017.33
IE= 1013.84
AD12
RIM= 1017.33
IE= 1012.50
AD13
RIM= 1017.33
IE= 1013.03
5 LF 6"
SCH40 PVC
STORM @
2.00%
5 LF 6"
SCH40 PVC
STORM @
2.00%
5 LF 6"
SCH40 PVC
STORM @
2.00%
5 LF 6"
SCH40 PVC
STORM @
2.00%
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
C4.0
UTILITY PLAN
..
..
..
..
..
..
GENERAL UTILITY NOTES:
UTILITY LEGEND:CITY OF PLYMOUTH UTILITY NOTES:
1.ALL UTILITIES SHOWN ARE PRIVATE UNLESS OTHERWISE NOTED.
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
MANHOLE
GATE VALVE AND VALVE BOX
SANITARY SEWER
STORM SEWER
WATER MAIN
PROPOSED FIRE HYDRANT
CATCH BASIN
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.
22.2CONTRACTOR 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.
10
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Address: 18215 39th Pl N
Owner: Erica N Johnson
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N
5
6
°
0
3
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5
5
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W
1
0
3
5
.
6
6
12
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H
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P
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8"
W
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1
[15] D & U Easement
Per Doc. No. 10569572
[1
5
]
D
&
U
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a
s
e
m
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n
t
P
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D
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.
N
o
.
1
0
5
6
9
5
7
2
EOF=1009.58
NOP
A
R
K
I
N
G
EXISTING BIO-FILTRATION BASIN
PROPOSED 100 YR = 1009.50
RIM=1016.15
IE (12")=1012.07
IE (6")=1012.32
R-3067-VB
CB 8A
RIM=1016.07
IE (12") =1011.56
IE (6") =1011.81
NEENAH CAST
R-3067-VB
102 LF 12" SCH40
STORM @ 0.50%
30 LF 12" RCP
STORM @ 0.50%
EX. OCS/LOW RIM
EX. RIM=1006.73
RAISE RIM 5" TO
PROP. RIM=1007.14
EX. IE (W)=1004.26
EX. IE DT (E)=1004.35
REPLACE CASTING
WITH NEENAH
CASTING R-3290-A
RIM=1014.55
REPLACE CASTING
WITH NEENAH
CASTING R-3290-A
RIM=1015.12
SCH40 STORM
10+00
11+00
11+45
13
+
1
0
1
0
+
0
0
11+
0
0
12+
0
0
13
+
0
0
10+00
11+00
12+
0
0
12+
3
3
10
+
0
0
1
1
+
0
0
EXIST STORM LEAVING BASINHORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=10'
980
985
990
995
1000
1005
1010
1015
1020
1025
1030
1035
980
985
990
995
1000
1005
1010
1015
1020
1025
1030
1035
10+00 11+00 12+00 12+45
OC
S
E
X
I
S
T
ST
A
:
1
1
+
4
4
.
7
7
O
S
:
0
.
0
0
RI
M
:
1
0
0
6
.
7
3
IE
(
W
)
=
1
0
0
4
.
2
6
145 LF 15" HDPE
@ 0.23%
ST
M
H
E
X
I
S
T
ST
A
:
1
0
+
0
0
.
0
0
O
S
:
0
.
0
0
RI
M
:
1
0
0
9
.
2
3
IE
(
E
)
=
1
0
0
3
.
9
3
EXISTING
GRADE, TYP.
PROPOSED
GRADE, TYP.
EXISTING OCS/LOW
RIM=1006.73
RAISE RIM 5'' TO PROP
RIM=1007.14
EXIST STORM TO BASIN - SOUTHHORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=10'
985
990
995
1000
1005
1010
1015
1020
1025
1030
1035
1040
985
990
995
1000
1005
1010
1015
1020
1025
1030
1035
1040
10+00 11+00 12+00 13+00 14+0014+10
FE
S
(
S
O
U
T
H
)
ST
A
:
1
0
+
0
0
.
0
0
O
S
:
0
.
0
0
RI
M
:
1
0
0
7
.
7
2
IE
(
S
E
)
=
1
0
0
7
.
7
2
51 LF 18" RCP @
0.67%
CB
M
H
E
X
I
S
T
ST
A
:
1
0
+
5
0
.
4
8
O
S
:
0
.
0
0
RI
M
:
1
0
1
1
.
9
7
IE
(
S
E
)
=
1
0
0
8
.
0
6
IE
(
N
W
)
=
1
0
0
8
.
0
6
28 LF 18" RCP @
0.32%
CB
M
H
E
X
I
S
T
ST
A
:
1
0
+
7
8
.
2
4
O
S
:
0
.
0
0
RI
M
:
1
0
1
3
.
0
1
IE
(
S
E
)
=
1
0
0
8
.
1
5
IE
(
N
W
)
=
1
0
0
8
.
1
5
142 LF 18" RCP @
0.46%
CB
M
H
E
X
I
S
T
ST
A
:
1
2
+
1
9
.
4
5
O
S
:
0
.
0
0
RI
M
:
1
0
1
4
.
5
1
IE
(
S
E
)
=
1
0
0
8
.
8
0
IE
(
N
W
)
=
1
0
0
8
.
8
0
91 LF 15" RCP @
0.63%
CB
M
H
E
X
I
S
T
ST
A
:
1
3
+
0
9
.
6
0
O
S
:
0
.
0
0
RI
M
:
1
0
1
5
.
0
8
IE
(
N
W
)
=
1
0
0
9
.
3
7
IE
(
N
E
)
=
1
0
0
9
.
3
7
PROPOSED
GRADE, TYP.
EXISTING
GRADE, TYP.
EXISTING 8'' PVC
SANITARY SEWER
CROSSES UNDER
EXISTING STORM
SEWER
EXISTING 8'' PVC
WATER MAIN
CROSSES UNDER
EXISTING STORM
SEWER
EXIST STORM TO BASIN - NORTHHORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=10'
985
990
995
1000
1005
1010
1015
1020
1025
1030
1035
1040
985
990
995
1000
1005
1010
1015
1020
1025
1030
1035
1040
10+00 11+00 12+00 13+00 13+33
PROPOSED
GRADE, TYP.
EXISTING
GRADE, TYP.
FE
S
(
N
O
R
T
H
)
ST
A
:
1
0
+
0
0
.
0
0
O
S
:
0
.
0
0
RI
M
:
1
0
0
7
.
6
3
IE
(
E
)
=
1
0
0
7
.
6
3
139 LF 18" HDPE
@ 0.67%95 LF 18" HDPE @
1.47%
CB
M
H
E
X
I
S
T
ST
A
:
1
2
+
3
3
.
0
1
O
S
:
0
.
0
0
RI
M
:
1
0
1
5
.
3
4
IE
(
N
W
)
=
1
0
0
9
.
9
4
IE
(
E
)
=
1
0
0
9
.
9
4
CB
M
H
E
X
I
S
T
ST
A
:
1
1
+
3
8
.
9
7
O
S
:
0
.
0
0
RI
M
:
1
0
1
5
.
2
1
IE
(
S
E
)
=
1
0
0
8
.
5
6
IE
(
W
)
=
1
0
0
8
.
5
6
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
C4.1
EXISTING STORM
SEWER - PLAN AND
PROFILES
..
..
..
..
..
..
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
0
1" = 50'-0"
50'-0"25'-0"
1 EXISTING STORM SEWER PROFILE WEST - LEAVING BASIN
0
1" = 50'-0"
50'-0"25'-0"
2 EXISTING STORM SEWER PROFILE WEST - DIRECTED TO BASIN
0
1" = 50'-0"
50'-0"25'-0"
3 EXISTING STORM SEWER PROFILE WEST - NORTH
10
3
8"
W
.
M
.
(
R
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c
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12
"
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:
1
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1
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2
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:
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PID: 1811822430014
Address: 3701 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430013
Address: 3705 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430012
Address: 3709 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430011
Address: 3713 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430010
Address: 3717 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430009
Address: 3721 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430008
Address: 3725 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430007
Address: 3729 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430006
Address: 3733 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420106
Address: 3737 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420105
Address: 3741 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420104
Address: 3755 Queensland Ln N
Owner: Rachel Development Inc
PID: 181
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Mow Line
2
1
5
"
R
C
P
Per Doc. No. 10569572
N
O
P
A
R
K
I
N
G
SEE DEMO PLAN FOR ALL EXISTING
UTILITY REMOVAL INFORMATION
MAKE CONNECTION
TO EXISTING 6"
WATER MAIN,
COORD. WITH CITY
INSTALL
SALVAGED
PUBLIC HYD &
GV, TYP.
CB 8B
RIM=1016.15
IE (12")=1012.07
IE (6")=1012.32
R-3067-VB
CB 8A
RIM=1016.07
IE (12") =1011.56
IE (6") =1011.81
NEENAH CAST
R-3067-VB
102 LF 12" SCH40
STORM @ 0.50%
30 LF 12" RCP
STORM @ 0.50%
EX. CB 8 (27" - R4342)
EX. RIM=1016.00
EX. IE=1011.31
PROP IE=1011.41
CORE DRILL NEW
CONNECTION AT EXISTING CB
WATER AND SEWER SERVICE FOR
THE ADDITIONAL SHALL BE
CONNECTED VIA EXISTING
BUILDING
REPLACE CASTING
CASTING R-3290-A
REPLACE CASTING
WITH NEENAH
CASTING R-3290-A
RIM=1015.12
INSTALL SPLASH
BLOCKS AT ALL
NONPIPED
DOWNSPOUT
LOCATIONS, TYP.
SEE ARCH
91 LF OF 6"
SCH40 STORM
SEWER @
1.00%
NYLOPLAST
STRUCTURE 6
WITH SOLID
GRATE
RIM= 1017.30
IE= 1013.10
NYLOPLAST
STRUCTURE 7
WITH SOLID
GRATE
RIM= 1016.89
IE=1012.40
8 LF OF 6"
SCH40 STORM
SEWER
@ 1.00%
NYLOPLAST
STRUCTURE
5 WITH
SOLID
GRATE
RIM= 1017.20
IE= 1014.01
DOWNSPOUT
WYE
CONNECTION,
SEE DETAIL.
IE= 1013.74
DOWNSPOUT
WYE
CONNECTION,
SEE DETAIL.
IE= 1012.93
70 LF OF 6"
SCH40 STORM
SEWER@ 1.00%
47 LF OF 6"
SCH40 STORM
SEWER @ 1.00%
AD15
RIM= 1017.33
IE= 1014.11
AD21
RIM= 1018.00
IE= 1012.81
AD14
RIM= 1017.33
IE= 1013.84
AD12
RIM= 1017.33
IE= 1012.50
AD13
RIM= 1017.33
IE= 1013.03
5 LF 6"
SCH40 PVC
STORM @
2.00%
5 LF 6"
SCH40 PVC
STORM @
2.00%
5 LF 6"
SCH40 PVC
STORM @
2.00%
5 LF 6"
SCH40 PVC
STORM @
2.00%
13
+
1
0
13
+
0
0
12+
3
3
10
+
0
0
1
1
+
0
0
12+00
13
+
0
0
13
+
4
4
HORIZONTAL SCALE: 1"=50'
VERTICAL SCALE: 1"=10'
990
995
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
990
995
1000
1005
1010
1015
1020
1025
1030
1035
1040
1045
10+00 11+00 12+00 13+00 14+00 14+44
PROPOSED STORM SEWER
43 LF 12" HDPE @
2.54%
32 LF 12" RCP @
0.48%103 LF 12" SCH 40
PVC @ 0.50%
9 LF 6" SCH 40
PVC @ 0.96%
53 LF 6" SCH 40
PVC @ 1.02%
18 LF 6" SCH 40
PVC @ 0.98%
64 LF 6" SCH 40
PVC @ 1.01%28 LF 6" SCH 40
PVC @ 0.99%
PROPOSED
GRADE, TYP.
EXISTING
GRADE, TYP.
DOWNSPOUT
WYE
CONNECTIONDOWNSPOUT WYE
CONNECTION
CORE DRILL NEW
CONNECTION AT
EXISTING CB
CB
8
A
ST
A
:
1
0
+
7
3
.
7
7
O
S
:
0
.
0
0
RI
M
:
1
0
1
6
.
0
9
IE
(
S
E
)
=
1
0
1
1
.
5
6
IE
(
N
E
)
=
1
0
1
1
.
5
6
IE
(
E
)
=
1
0
1
1
.
8
1
CB
8
B
ST
A
:
1
1
+
7
5
.
8
9
O
S
:
0
.
0
0
RI
M
:
1
0
1
6
.
2
1
IE
(
N
)
=
1
0
1
2
.
3
2
IE
(
N
W
)
=
1
0
1
2
.
0
7
CB
8
E
X
I
S
T
ST
A
:
1
0
+
4
2
.
5
4
O
S
:
0
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(
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(
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)
=
1
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2
.
4
0
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
R
K
S
P
L
A
C
E
M
E
M
O
R
Y
C
A
R
E
I
I
18
0
4
0
M
E
D
I
N
A
R
O
A
D
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
15
7
1
5
5
6
TH
A
V
E
N
U
E
N
O
R
T
H
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
MA
C
O
H
O
L
D
I
N
G
PR
O
J
E
C
T
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
C4.2
PROPOSED STORM
SEWER - PLAN AND
PROFILE
..
..
..
..
..
..
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
0
1" = 50'-0"
50'-0"25'-0"
1 PROPOSED STORM SEWER PROFILE
10
4
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
R
K
S
P
L
A
C
E
M
E
M
O
R
Y
C
A
R
E
I
I
18
0
4
0
M
E
D
I
N
A
R
O
A
D
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
15
7
1
5
5
6
TH
A
V
E
N
U
E
N
O
R
T
H
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
MA
C
O
H
O
L
D
I
N
G
PR
O
J
E
C
T
PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
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 S5
7"
24"
FINISHED GRADE
NOTES:
1. INSTALL CONSTRUCTION JOINTS
AT 10'-0" O.C. +/-
2. BASE DEPTH DEPENDANT UPON
SOIL CONDITIONS
VALLEY GUTTER
N T S
ADJ. PVMT. SECTION, OR OTHER MATERIALS,
SEE PLAN
CAST-IN-PLACE CONCRETE VALLEY GUTTER
SEE GRADING PLAN FOR LONGITUDINAL SLOPEADJ. PVMT. SECTION, LAWN, BIT. PVMT., OR
OTHER MATERIALS, SEE PLAN
COMPACTED CLASS 5 AGGREGATE
BASE, SEE SOIL REPORT FOR
DEPTH, 6" MIN.
COMPACTED SUB-BASE, NATIVE
SOIL OR AS PER SOILS REPORT
RECOMMENDATIONS
FINISHED GRADE12"
3
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"6.0"
HEAVY DUTY 2.0"2.0"8.0"
FINISHED GRADENOTES:
1.ALL CONCRETE PVMT. ON-SITE SHALL INCLUDE FIBER
REINFORCING - 3 LBS./C.Y. CONC. MACRO-FIBERS PER
ASTM C1116
2.INSTALLATION SHALL BE CERTIFIED AND IN
ACCORDANCE TO AN ON-SITE A.C.I. TECHNICIAN AS
SPECIFIED.
3.SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS
WEIGHT REQUIREMENTS.
4.SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.
5.SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.
6.1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL
CURBS.
7.IF NO DESIGN IS DEFINED IN CHART, SEE GEOTECH
REPORT FOR FINAL PAVEMENT SECTION.
8.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"8"
DOWNSPOUT TO PIPE CONNECTION
N T S
VA
R
I
E
S
BUILDING DOWNSPOUT
REFER TO ARCH'L
CAP WITH HOLE CUT OUT
FOR DOWNSPOUT
COMPACTED SOIL
6" PVC SEWER RISER PIPE
(LENGTH AS REQUIRED)
6 PVC LONG RADIUS 1
4
BEND SEWER ELBOW
6" PVC SEWER PIPE
CRUSHED AND
COMPACTED STONE
4
10
5
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
R
K
S
P
L
A
C
E
M
E
M
O
R
Y
C
A
R
E
I
I
18
0
4
0
M
E
D
I
N
A
R
O
A
D
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
15
7
1
5
5
6
TH
A
V
E
N
U
E
N
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R
T
H
P
L
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M
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T
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,
M
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5
5
4
4
6
MA
C
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O
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:
NO
T
F
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CO
N
S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
C5.1
CIVIL DETAILS
..
..
..
..
..
..
10
6
8"
W
.
M
.
(
R
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c
)
8"
W
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)
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M
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c
)
8"
P
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(
P
e
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R
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c
)
8" PVC
(Rec)
8"
P
V
C
8" PVC
(Rec)
PI
D
:
1
8
1
1
8
2
2
4
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s
:
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4
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PID: 1811822430014
Address: 3701 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430013
Address: 3705 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430012
Address: 3709 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430011
Address: 3713 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430010
Address: 3717 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430009
Address: 3721 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430008
Address: 3725 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430007
Address: 3729 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430006
Address: 3733 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420106
Address: 3737 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420105
Address: 3741 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420104
Address: 3755 Queensland Ln N
Owner: Rachel Development Inc
PI
D
:
1
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1
8
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1
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Address:
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PID: 1811822430113
Address: Unassigned
Owner: Pearl Gardens HOA
PI
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:
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Per Doc. No. 10569572
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[15] D & U Easement
Per Doc. No. 10569572
BG SOD TYP.
RM1 TYP.
SM TYP.
RM1 TYP.
SM TYP.
SM
TYP.
EDGING
TYP.
EDGING
TYP.
EDGING
TYP.
EDGING
TYP.
SM TYP.
RM1 TYP.
EDGING TYP.
SM TYP.
BG SOD TYP.
SM TYP.
RM1 TYP.
BG SOD TYP.
BG SOD TYP.
EDGING
TYP.
BG SOD TYP.
EDGING
TYP.
BG SOD TYP.
EDGING
TYP.
ENLARGEMENT AREA
ON L1-2 :EAST WALL
ENLARGEMENT AREA
ON L1-2 :NORTH SIDE ADDITION
ENLARGEMENT AREA
ON L1-2 :FRONT ENTRY 1
ENLARGEMENT AREA
ON L1-2 :FRONT ENTRY 2
ENLARGEMENT AREA
ON L1-2 :SOUTH WALL
EDGING
TYP.
EOF=1009.58
N
O
P
A
R
K
I
N
G
EXISTING BIO-FILTRATION BASIN
PROPOSED 100 YR = 1009.50
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
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
COPYRIGHT CIVIL SITE GROUP INC.c
PA
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18
0
4
0
M
E
D
I
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A
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U
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H
,
M
N
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4
4
6
15
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1
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5
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N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
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T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
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03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48523
JORDAN M. LOCKMAN
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.
04-04-23
CITY PROJECT NUMBER:2023010
1.THE CONTRACTOR SHALL PROVIDE ONLY PLANT MATERIAL FREE OF NEONICOTINOID BASED INSECTICIDES
AND/OR TREATMENTS OF ANY KIND, INCLUDING BY NOT LIMITED TO IMIDACLOPRID (CONFIDOR, ADMIRE,
GAUCHO, ADVOCATE), THIAMETHOXAM (ACTARA, PLATINUM, CRUISER), CLOTHIANIDIN (PONCHO, DANTOSU,
DANTOP), ACETAMIPRID (MOSPILAN, ASSAIL, CHIPCOTRISTAR), THIACLOPRID (CALYPSO), DINOTEFURAN
(STARKLE, SAFARI, VENOM), AND NITENPYRAM (CAPSTAR, GUARDIAN).
2.CONTRACTOR SHALL CERTIFY, THROUGH SUPPLIERS POLICY STATEMENT OR AFFIDAVIT, THAT NO
NEONICOTINOID BASED INSECTICIDES HAVE BEEN USED ON SITE OR DIRECTLY ADJACENT TO THE
GROWING OR STORAGE PLOTS OF THE SUPPLIED PLANT MATERIAL, INCLUDING THE PLANTING OF
AGRICULTURAL (OR OTHER) SEED TREATED WITH NEONICS..
POLLINATOR SAFE PLANT MATERIAL:
LANDSCAPE NOTES:
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
DECORATIVE BOULDERS (MATCH WITH ADJACENT BUILDING),
18"-30" DIA.
LEGEND
MULCH SCHEDULE
SEE PLANT SCHEDULE MULCH TYPE EDGING FABRIC
TREE RINGS 4" DEPTH, SHREDDED CEDAR NO NO
PLANTING BEDS MATCH WITH ADJACENT BUILDING YES NO
MAINT. STRIP AT BUILDING FOUNDATION MATCH WITH ADJACENT BUILDING YES YES
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.
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
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.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER
INSTALLATION AND/OR TOP DRESSING OPERATIONS) OF SHREDDED CEDAR MULCH.
3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR
TO EDGE OF PLANTING BED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2"
FROM TREE TRUNK.
4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW
LANDSCAPING. OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.
5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN
STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION.
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PLUMPNESS OF PLANT MATERIAL FOR DURATION
OF ACCEPTANCE PERIOD.
6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE
SCHEDULE AND THE QUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.
7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT
THE DURATION OF THE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE
WARRANTED FOR TWO (2) FULL GROWING SEASONS FROM SUBSTANTIAL COMPLETION DATE.
8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 6" LAYER TOPSOIL AND SOD
AS SPECIFIED UNLESS OTHERWISE NOTED ON THE DRAWINGS.
9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES,
LIGHTING FIXTURES, DOORS AND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL
LOCATION OF TREES AND SHRUBS FOR REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.
11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S
ACTIVITIES.
12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE
CONTRACTOR'S ACTIVITIES.
13.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION TO BE TIED INTO EXISTING.
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.
14.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING
FROM OWNER, PRIOR TO INSTALLATION.
LANDSCAPE NOTES:TREE INVENTORY:
SEE SHEET L1.1 FOR PLANTING SCHEDULE & DETAILS
SEE SHEET L1.2 FOR PLANTING ENLARGEMENT
OWNERSHIP HAS FULFILLED TREE REQUIREMENT FOR PHASE 1 & 2 DURING THE
CONSTRUCTION OF PHASE 1 & 7 TREES HAVE BEEN PROPOSED FOR REPLACEMENT
DURING CONSTRUCTION
TREE INVENTORY INCLUDES TREE SURVEY DONE BY HARRY S. JOHNSON ON
FEBRUARY 14, 2007 AND CSG ON OCTOBER 10, 2022
10
7
37
.
2
7.
4
22
.
3
2
9
.
8
3.3
2 - HV
8 - HS
3 - HA2
11 - CK
1 - MP
3 - HA2
12 - HS
7 - HS
5 - RN
10 - HC2
3 - PC
10 - HS
7 - HC2
6 - RN
5 - HS
RM1 TYP.
EDGING
TYP.
SM TYP.
SM TYP.
RM1 TYP.
SM TYP.
4 - HF
4 - HF
LI
N
K
11
8
N
O
P
A
R
K
I
N
G
5 - HS 3 - HA2 7 - CK 3 - HA2
EDGING
TYP.SM TYP.
11 - HS
3 - HA2
8 - HS
12 - CK
8 - HS
3 - HA2
RM1 TYP.
EDGING
TYP.
SM TYP.
4 - HF
3 - SSH
7 - HA
5 - PC
3 - SSH
SM TYP.
OVEN
DW
GROUND COVERS CODE COMMON / BOTANICAL NAME
RM1
Rock Maintanence Strip / Rock Maintanence Strip
1 1/2" River rock over filter fabric, include edging as
shown & needed. See detail.
SM Shredded Cedar Mulch / Shredded Hardwood Mulch
BG
Blue Grass Based / Sod
Commercial grade, locally grown, "Big Roll"
preferred
GROUND COVER PLANT SCHEDULE
TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
RB 6 River Birch / Betula nigra 2" CAL. B&B NATIVE N
QB 1 Swamp White Oak / Quercus bicolor 2" CAL. B&B NATIVE Y
ORNAMENTAL TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
MP 1 Prairifire Crabapple / Malus x `Prairifire`1.5" Cal. B&B NATIVE CULTIVAR Y
SHRUBS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
HA 7 Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONT NOT NATIVE Y
HA2 24 Incrediball® Hydrangea / Hydrangea arborescens 'Abetwo'24" HT.
SSH 6 Strawberry Sundae Hydrangea / Hydrangea paniculata `Rensun` TM #5 CONT NOT NATIVE Y
HV 2 Lavalamp Flare™ Panicle Hydrangea / Hydrangea paniculata 'Kolmavesu'24" HT.
PC 8 Dwarf Norway Spruce / Picea abies 'Nana'24" HT.
RN 11 Nearly Wild Floribunda Rose / Rosa x 'Nearly Wild'24" HT.
GRASSES QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
CK 30 Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONT NOT NATIVE N
PERENNIALS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
HS 76 Stella Supreme Daylily / Hemerocallis x `Stella Supreme`#1 CONT NOT NATIVE Y
HC2 17 Coral Bells / Heuchera x `Cajun Fire`#1 CONT NOT NATIVE Y
HF 8 Fragrant Blue Hosta / Hosta x `Fragrant Blue`#1 CONT
OVERALL PLANT SCHEDULE
REVISION SUMMARY
DATE DESCRIPTION
L1.1
LANDSCAPE
ENLARGEMENT
& DETAILS
..
..
..
..
..
..
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
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K
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P
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18
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4
0
M
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D
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O
A
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P
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M
O
U
T
H
,
M
N
5
5
4
4
6
15
7
1
5
5
6
TH
A
V
E
N
U
E
N
O
R
T
H
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
MA
C
O
H
O
L
D
I
N
G
PR
O
J
E
C
T
PR
E
L
I
M
I
N
A
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:
NO
T
F
O
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CO
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S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48523
JORDAN M. LOCKMAN
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.
04-04-23
CITY PROJECT NUMBER:2023010
1.ENTIRE SITE SHALL BE FULLY IRRIGATED AND CONNECTED TO EXISTING IRRIGATION. 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
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"
N1FRONT ENTRY
0
1" = 10'-0"
10'-0"5'-0"
N2SOUTH WALL
0
1" = 10'-0"
10'-0"5'-0"
N3NORTH WALL
0
1" = 10'-0"
10'-0"5'-0"
N4EAST WALL
LANDSCAPE DETAILS:
SEE L1.0 FOR LEGEND
10
8
GROUND COVERS CODE COMMON / BOTANICAL NAME
RM1
Rock Maintanence Strip / Rock Maintanence Strip
1 1/2" River rock over filter fabric, include edging as
shown & needed. See detail.
SM Shredded Cedar Mulch / Shredded Hardwood Mulch
BG
Blue Grass Based / Sod
Commercial grade, locally grown, "Big Roll"
preferred
GROUND COVER PLANT SCHEDULE
TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
RB 6 River Birch / Betula nigra 2" CAL. B&B NATIVE N
QB 1 Swamp White Oak / Quercus bicolor 2" CAL. B&B NATIVE Y
ORNAMENTAL TREES QTY COMMON / BOTANICAL NAME CONT NATIVE PLANTS POLLINATOR FRIENDLY
MP 1 Prairifire Crabapple / Malus x `Prairifire`1.5" Cal. B&B NATIVE CULTIVAR Y
SHRUBS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
HA 7 Annabelle Hydrangea / Hydrangea arborescens `Annabelle`#5 CONT NOT NATIVE Y
HA2 24 Incrediball® Hydrangea / Hydrangea arborescens 'Abetwo'24" HT.
SSH 6 Strawberry Sundae Hydrangea / Hydrangea paniculata `Rensun` TM #5 CONT NOT NATIVE Y
HV 2 Lavalamp Flare™ Panicle Hydrangea / Hydrangea paniculata 'Kolmavesu'24" HT.
PC 8 Dwarf Norway Spruce / Picea abies 'Nana'24" HT.
RN 11 Nearly Wild Floribunda Rose / Rosa x 'Nearly Wild'24" HT.
GRASSES QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
CK 30 Feather Reed Grass / Calamagrostis x acutiflora `Karl Foerster`#1 CONT NOT NATIVE N
PERENNIALS QTY COMMON / BOTANICAL NAME SIZE NATIVE PLANTS POLLINATOR FRIENDLY
HS 76 Stella Supreme Daylily / Hemerocallis x `Stella Supreme`#1 CONT NOT NATIVE Y
HC2 17 Coral Bells / Heuchera x `Cajun Fire`#1 CONT NOT NATIVE Y
HF 8 Fragrant Blue Hosta / Hosta x `Fragrant Blue`#1 CONT
OVERALL PLANT SCHEDULE
505.25
628.14
2 - RB
2 - RB
2 - RB
1 - QB
EOF=1009.58
REVISION SUMMARY
DATE DESCRIPTION
L1.2
LANDSCAPE
ENLARGEMENT
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Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
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DATE DESCRIPTION
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PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
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03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
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2022
48523
JORDAN M. LOCKMAN
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.
04-04-23
CITY PROJECT NUMBER:2023010
Know what's below.
before you dig.Call
R
SEE L1.0 FOR LEGEND
0
1" = 10'-0"
10'-0"5'-0"
N4BIOFILTRATION ENLARGEMENT
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PID: 1811822430014
Address: 3701 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430013
Address: 3705 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430012
Address: 3709 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430011
Address: 3713 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430010
Address: 3717 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430009
Address: 3721 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430008
Address: 3725 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430007
Address: 3729 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430006
Address: 3733 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420106
Address: 3737 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420105
Address: 3741 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420104
Address: 3755 Queensland Ln N
Owner: Rachel Development Inc
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Owner: Pearl Gardens HOA
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PID: 1811822420058
Address: 18215 39th Pl N
Owner: Erica N Johnson
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[15] D & U Easement
Per Doc. No. 10569572
[1
5
]
D
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[15] D & U Easement
Per Doc. No. 10569572
EOF=1009.58
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
PERIMETER EROSION
CONTROL AT
CONSTRUCTION
LIMITS, TYP.
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
DOUBLE ROW SILT
FENCE
SURROUNDING
EXISTING BMP
INLET PROTECTION AT
CATCH BASINS, TYP
CONSTRUCTION
ENTRANCE
SILT FENCE ALONG
NORTH PROPERTY
LINE
SILT FENCE ALONG
EAST PROPERTY
LINE
CONCRETE WASHOUT
AREA. CONTRACTOR
TO PROVIDE
TEMPORARY SIGNAGE
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
R
K
S
P
L
A
C
E
M
E
M
O
R
Y
C
A
R
E
I
I
18
0
4
0
M
E
D
I
N
A
R
O
A
D
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
15
7
1
5
5
6
TH
A
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N
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N
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Y
:
NO
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F
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CO
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S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
SW1.0
SWPPP - EXISTING
CONDITIONS
..
..
..
..
..
..
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
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.
1. STREET SWEEPING IS REQUIRED A MINIMUM OF ONCE PER WEEK OR AS
DIRECTED BY CITY ENGINEER.
CITY OF PLYMOUTH EROSION CONTROL NOTES:
CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL & PERIMETER
PROTECTION FROM PHASE 1 CONSTRUCTION ONCE PHASE 2
CONSTRUCTION HAS BEEN COMPLETED.
11
0
4
4
.
8
2.8
4
5
.
7
2.5
1
3
.
4
2.3
1
5
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.
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4.
4
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27
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9.
9
43
.
6
8"
W
.
M
.
(
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15"
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18"
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12
"
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"
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12
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12
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"
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15" HDPE
18
"
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8" PVC
(Rec)
8"
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(Rec)
11.3
1
9
.
0
11.0
1
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PID: 1811822430014
Address: 3701 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430013
Address: 3705 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430012
Address: 3709 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430011
Address: 3713 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430010
Address: 3717 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430009
Address: 3721 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430008
Address: 3725 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430007
Address: 3729 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822430006
Address: 3733 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420106
Address: 3737 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420105
Address: 3741 Queensland Ln N
Owner: Rachel Development Inc
PID: 1811822420104
Address: 3755 Queensland Ln N
Owner: Rachel Development Inc
PI
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:
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Address:
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PID: 1811822430113
Address: Unassigned
Owner: Pearl Gardens HOA
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PID: 1811822420058
Address: 18215 39th Pl N
Owner: Erica N Johnson
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[15] D & U Easement
Per Doc. No. 10569572
[1
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[15] D & U Easement
Per Doc. No. 10569572
W D W D
OVEN
DW
LI
N
K
11
8
EOF=1009.58
N
O
P
A
R
K
I
N
G
EXISTING BIO-FILTRATION BASIN
PROPOSED 100 YR = 1009.50
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
PERIMETER EROSION
CONTROL AT
CONSTRUCTION
LIMITS, TYP.
CONTRACTOR TO PROVIDE
INLET PROTECTION AT ALL
DOWNSTREAM CATCH
BASINS.
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
DOUBLE ROW SILT
FENCE
SURROUNDING
EXISTING BMP
INLET PROTECTION AT
CATCH BASINS, TYP
INLET PROTECTION AT
CATCH BASINS, TYP
CONSTRUCTION
ENTRANCE
SILT FENCE ALONG
NORTH PROPERTY
LINE
SILT FENCE ALONG
EAST PROPERTY
LINE
CONCRETE WASHOUT
AREA. CONTRACTOR
TO PROVIDE
TEMPORARY SIGNAGE
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
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A
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18
0
4
0
M
E
D
I
N
A
R
O
A
D
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
15
7
1
5
5
6
TH
A
V
E
N
U
E
N
O
R
T
H
P
L
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M
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,
M
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5
5
4
4
6
MA
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PR
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:
NO
T
F
O
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CO
N
S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
SW1.1
SWPPP - PROPOSED
CONDITIONS
..
..
..
..
..
..
0
1" = 30'-0"
30'-0"15'-0"
N
Know what's below.
before you dig.Call
R
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.
1. STREET SWEEPING IS REQUIRED A MINIMUM OF ONCE PER WEEK OR AS
DIRECTED BY CITY ENGINEER.
CITY OF PLYMOUTH EROSION CONTROL NOTES:
CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL & PERIMETER
PROTECTION FROM PHASE 1 CONSTRUCTION ONCE PHASE 2
CONSTRUCTION HAS BEEN COMPLETED.
11
1
REVISION SUMMARY
DATE DESCRIPTION
SW1.2
SWPPP - DETAILS
..
..
..
..
..
..
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 S3
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.
2
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
R
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S
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A
C
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M
E
M
O
R
Y
C
A
R
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I
I
18
0
4
0
M
E
D
I
N
A
R
O
A
D
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
15
7
1
5
5
6
TH
A
V
E
N
U
E
N
O
R
T
H
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
MA
C
O
H
O
L
D
I
N
G
PR
O
J
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C
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PR
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L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
11
2
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
PA
R
K
S
P
L
A
C
E
M
E
M
O
R
Y
C
A
R
E
I
I
18
0
4
0
M
E
D
I
N
A
R
O
A
D
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
15
7
1
5
5
6
TH
A
V
E
N
U
E
N
O
R
T
H
P
L
Y
M
O
U
T
H
,
M
N
5
5
4
4
6
MA
C
O
H
O
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D
I
N
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PR
O
J
E
C
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PR
E
L
I
M
I
N
A
R
Y
:
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
..
..
PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
..
..
03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
..
..
..
..
..
..
..
2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
SW1.3
SWPPP - NARRATIVE
..
..
..
..
..
..
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. THIS
PROJECT WILL UTILIZE EXISTING STORMWATER MANAGEMENT PRACTICES ALREADY INSTALLED AND WILL MODIFY THEM TO MEET THE
REQUIREMENTS FOR THE ADDITIONAL IMPERVIOUS SURFACE.
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 A BUILDING ADDITION TO AN EXISTING MEMORY CARE FACILITY PROVIDING AND ADDITIONAL UNITS AND PARKING. SITE 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.
INFILTRATION NARRATIVE:
INFILTRATION IS NOT PROVIDED AS PART OF THE PROJECT'S PERMANENT STORM WATER MANAGEMENT SYSTEM DUE TO THE TYPES OF SOILS
PRESENT. THE SOILS PRESENT ARE CONSIDERED HYDROLOGIC SOIL GROUP "D" AND ARE NOT CONDUCIVE TO INFILTRATION. FILTRATION WILL BE
PROVIDED IN LIEU OF INFILTRATION.
SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):
THIS PROJECT IS WITHIN ONE MILE AND DISCHARGES TO PLYMOUTH CREEK - PLYMOUTH CREEK IS NOT IDENTIFIED AS IMPAIRED WATER BODIES
PER THE MPCA'S 303(D) IMPAIRED WATERS LIST.
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.
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.
MACO HOLDINGS
15715 56TH AVENUE NORTH
PLYMOUTH, MN 55446
DESIGN ENGINEER: DAVID J. KNAEBLE P.E.
TRAINING COURSE: DESIGN OF SWPPP
TRAINING ENTITY: UNIVERSITY OF MINNESOTA
INSTRUCTOR: JOHN CHAPMAN
DATES OF TRAINING COURSE: 8/22/2012- 8/23/2012
TOTAL TRAINING HOURS: 12
DATE OF RECERTIFICATION: 4/22/22
EXPIRATION: 5/31/2025
11
3
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
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PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
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03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
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2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
REVISION SUMMARY
DATE DESCRIPTION
SW1.4
SWPPP - ATTACHMENTS
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ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENT
PROJECT NAME: PARKS PLACE MEMORY CARE II
PROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)
ADDRESS: 18040 MEDINA ROAD
CITY OR TOWNSHIP: PLYMOUTH
STATE: MN
ZIP CODE: 55446
LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.025515 N, -93.509311 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): 1.4
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 : 1.1
POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 1.8
TOTAL NEW AREA OF IMPERVIOUS SURFACE: 0.7
RECEIVING WATERS
WATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPAIRED WATER (Y/N)
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DATES OF CONSTRUCTION
CONSTRUCTION START DATE: 03/23
ESTIMATED COMPLETION DATE: 03/24
GENERAL CONSTRUCTION PROJECT INFORMATION
DESCRIBE THE CONSTRUCTION ACTIVITY: CONSTRUCTION OF A NEW BUILDING ADDITION AND ADDITIONAL PARKING TO AN EXISTING MEMORY CARE FACILITY.
DESCRIBE SOIL TYPES FOUND AT THE PROJECT: SILTY LEAN CLAY AND SANDY LEAN CLAY
SITE LOCATION MAP -
SOILS INFORMATION
MAP UNIT
SYMBOL
L9A MINNETONKA SILTY CLAY LOAM
MAP UNIT NAME
L37B ANGUS LOAM
L44A NESSEL LOAM
L45A DUNDAS-CORDOVA 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 BLANKET MAY BE UTILIZED.
2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANTITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (5.7). SEE PAGE SW1.3
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
NO
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? N/A
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? NO
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.
THE EXISTING FILTRATION BASIN WILL ACCOMMODATE PROPOSED IMPERVIOUS SURFACE DRAINAGE.
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 AS REQUIRED
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?
NO
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)? 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.
.....
11
4
Civil Engineering Surveying Landscape Architecture
5000 Glenwood Avenue
Golden Valley, MN 55422
civilsitegroup.com 612-615-0060
COPYRIGHT CIVIL SITE GROUP INC.c
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ISSUE/SUBMITTAL SUMMARY
DATE DESCRIPTION
..
..
..
..
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PROJECT NUMBER:22098
04-04-23 DRC RESPONSE
04-25-23 WATERSHED SUBMITTAL
04-26-23 PRICING SET
04-27-23 CITY RESUBMITTAL
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03-02-23 CITY SUBMITTAL
DRAWN BY:REVIEWED BY:KW, MS DK
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2022
48776
David J. Knaeble
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.
04-04-23
CITY PROJECT NUMBER:2023010
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 N/A
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).
11
5
CITY OF PLYMOUTH
RESOLUTION NO. 2023-132
RESOLUTION APPROVING AMENDMENT TO SITE PLAN AND CONDITIONAL USE
PERMIT FOR MACO PROPERTIES, LLC TO ALLOW EXPANSION OF PARKS’
PLACE MEMORY CARE, 18040 MEDINA ROAD (2023010)
WHEREAS, MACO Properties, LLC has requested amendment of the site plan and conditional use
permit to allow expansion of Parks’ Place Memory Care for property legally described as follows:
Beginning at the intersection of the center line of Medina Road with the west line of the East 290
feet of the West Half of the Southeast Quarter of Section 18, Township 118, Range 22, thence
Northerly along said West line a distance of 553.2 feet, thence deflecting left 88 degrees, 6
minutes to the intersection with the center line of said Medina Road, thence Southeasterly along
said center line of Medina Road to the point of beginning, excluding roadway, Hennepin County,
Minnesota.
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 MACO Properties, LLC for an
amendment to the site plan and conditional use permit for Parks’ Place Memory Care at 18040 Medina
Road, subject to the following findings and conditions:
1. A site plan amendment is approved to allow construction of a building addition containing
14 resident rooms and related site improvements, in accordance with the plans received by
the city on April 27, 2023, except as may be amended by this resolution.
2. A conditional use permit amendment is approved to allow expansion of the memory care
use from 32 resident rooms to 46 resident rooms, for an increase of 14 resident rooms, with
the finding that all applicable conditional use permit standards would be met.
3.Prior to commencement of the project, the applicant shall obtain required city permits, and
required erosion control measures shall be in place.
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. Obtain city approval of final construction plans.
b. Execute a Site Improvement Performance Agreement (SIPA) and submit the related
financial guarantees and fees.
116
Resolution 2023-132
File 2023010
Page 2
c. Obtain any required reviews, permits, or approvals from the Elm Creek Watershed
District.
d. Submit a chloride Management Plan for approval.
e. Exterior lighting shall comply with the city’s lighting regulations, including those for BUG
(backlight/uplight/glare) rating of fixtures and curfew.
5. Standard Conditions:
a. Any mechanical equipment shall be screened or painted to match the building, pursuant
to zoning ordinance regulations.
b. Any subsequent phases or expansions are subject to required reviews and approvals per
ordinance provisions.
c. The site plan and conditional use permit shall expire three years 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 21045.09 and 21015.07, respectively, of the zoning ordinance.
APPROVED by the City Council on this 9th day of May, 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
May 9, 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
117
Regular City
Council
May 9, 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 appointment to the Housing and Redevelopment
Authority
1.Action Requested:
Adopt attached resolution approving at-large appointment to the Housing and Redevelopment
Authority.
2.Background:
Council directed staff to prepare the attached resolution of appointment after conducting
interviews at the Study Session held on April 25 to fill the vacant at-large seat on the Housing and
Redevelopment Authority.
3.Budget Impact:
N/A
4.Attachments:
City Council Resolution 2023-133
118
CITY OF PLYMOUTH
RESOLUTION NO. 2023-133
RESOLUTION APPOINTING VACANT TERM
ON HOUSING AND REDEVELOPMENT AUTHORITY
BE IT RESOLVED by the City Council of the City of Plymouth, Minnesota, that the City Council confirms
the following appointment made by Mayor Wosje to the Housing and Redevelopment Authority:
Name Commission Seat Term Expires
Kim Vohs Housing & Redevelopment Authority at-large January 31, 2028
APPROVED by the City Council on this 9th day of May, 2023.
119
Regular City
Council
May 9, 2023
Agenda
Number:8.1
To:Dave Callister, City Manager
Prepared by:Tyson Jenkins, Building Official
Reviewed by:Grant Fernelius, Community and Economic Development
Director
Item:Present draft short-term rental ordinance
1.Action Requested:
Discuss and provide feedback on draft short-term rental ordinance.
2.Background:
At the March 30, 2023, City Council meeting, staff presented topics for consideration in a new
short-term rental ordinance. These topics included minimum night stay, maximum rentals per year,
required training for owners or managers, a tenant registry, additional fines and penalties and
creating a new license type. Staff also presented research from comparable neighboring cities and
how they address short-term rentals. Based on the council’s feedback, staff has prepared a draft
short-term rental ordinance and is requesting additional feedback to ensure the draft ordinance is
moving in the right direction. This new ordinance uses similar language to the long-term rental
ordinance but will be a new section in the Plymouth City Code. The following is a list of notable
draft code provisions:
- New city code section that establishes a new annual license type.
- Short-term rental definition added. A short-term rental will be any stay less than 30 days.
- Minimum of seven-day stay. This will prohibit the one-night stay or frequent turnover of
occupants.
- Required training. All owners or managers will be required to receive training approved by the
Public Safety Department.
- Notification to neighboring properties. As part of the licensing process, the city will notify adjacent
properties within 100 feet of the subject property after a license is issued.
- Revisions to unacceptable conduct on the premises with an accelerated two strike policy. This
section of code will also spell out disciplinary action the council can take which includes monetary
penalties. A provision was also added to accelerate action if an incident is determined to be
detrimental to public health as determined by the Public Safety Department.
Based on tonight’s feedback, staff will send out notice to all rental property owners to allow for
comment on the draft ordinance. Staff will compile these comments and provide them at the June
13, 2023, council meeting. Staff will also bring a new fee structure for this license to be reviewed
and action taken at the June 13, 2023, council meeting. Other options for council to consider are to
prohibit short-term rentals completely or take no action and leave the rental ordinance as is.
120
3.Budget Impact:
N/A
4.Attachments:
Draft Ordinance for Short Term Rentals
121
SECTION 411. – SHORT-TERM RENTAL LICENSING
411.00. - Purpose.
It is the purpose of this ordinance to protect the public health, safety and welfare of our community
members and visitors by maintaining standards for operating accommodations at residential dwellings
defined in this section as short-term rentals.
411.05. - Definitions.
For the purposes of Section 411.00 et seq., the terms defined in this Section shall have the
meanings given them in the subdivisions which follow:
Subd. 1.Short-Term Rental.Accommodations at a residential dwelling property, or unit of a residential
dwelling, that is rented for a duration of less than 30 days at one time. Short-term rental does
not include properties meeting the definition of “Hospitality Accommodation” in Section 435.
Subd. 2.Operate.As used in this ordinance, the term "operate" means to charge a rental charge or
other form of compensation for the use of a short-term rental.
411.10. - License Required.
No person, firm, partnership, corporation or other legal entity shall operate a short-term rental in the
City without first having obtained a license. The license is issued annually and is not transferable.
411.13. – Lease Limitations
Leases for short-term rentals shall be a minimum of seven days in length.
411.15. - Application for Licenses.
Applications for licenses shall be made in writing on forms provided by the City and accompanied by
the fee amounts as established by the Council. Such application shall be submitted at least 60 days prior
to the expiration date of the license, and shall specify the following:
Subd. 1. The application shall include, but is not limited to, requiring the full name of the applicant,
property owner, and property manager/agent; the applicant, owner, and property
manager/agent business address, e-mail address, and telephone numbers including a 24-
hour contact phone number; the name of the proposed license holder; and the address for
which the license is sought. The completed application along with the application fee shall be
submitted to the city for review.
Subd. 2. In cases where the owner of a dwelling resides outside of the 11-county metropolitan area
consisting of the following counties: Hennepin, Anoka, Washington, Ramsey, Dakota, Scott,
Carver, Wright, Sherburne, Isanti, or Chisago; the owner's agent/contact person shall reside
within the 11-county area.
Subd. 3. If the owner has appointed an agent authorized to accept service of process and to receive and
give receipt for notices, the name, business or residence address, and telephone number of
such agent.
Subd. 4. Every applicant, whether an individual, partnership, or corporation, shall identify in the
application, by name, residence or business street address and telephone number, and a
natural person who is actively involved in, and responsible for, the maintenance and
management of the premises. Said natural person shall, if other than the owner, affix his or her
notarized signature to the application, thereby accepting joint and several responsibility with the
owner (including any potential criminal, civil, or administrative liability) for the maintenance and
management of the premises. A post office box or commercial mail receiving service are not
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acceptable as an address for such person. The individual designated herein may also be the
owner of the dwelling or an agent identified in subsection (1) above.
Subd. 5. If the city manager or designee determines that an application is incomplete, he or she shall
return the application to the applicant with notice of the deficiencies. Should any application
information change during the license period, the applicant shall notify the city within seven
business days. Failure to do so may be considered a license violation.
Subd. 6. In the event that any of the information required to be provided by this Section changes, the
applicant or licensee shall, within ten days, notify in writing the Code Official of the change.
However, if the natural person designated in Subdivision 3 changes, the licensee or applicant
shall file and entirely new application within ten days. Furthermore, for just cause, the Code
Official may request that an applicant or licensee complete and file a new or replacement
application for any short-term rental, giving the licensee or applicant a minimum of ten days to
comply.
Subd. 7. Properties identified as operating a short-term rental without a license may be given a
compliance period to apply for and obtain a license. During the compliance period all
operations must cease unless a conditional license is granted. After the compliance period, a
short-term rental found to be operating in lieu of obtaining proper licensure requirements will be
subject to penalties as determined in Chapter X.
Section 411.42 shall apply to a short-term rental as if the dwelling has a license in the instance
where the dwelling was rented without a license as required by Section 411 but is within 365
days of filing an application for a license. If there have been two or more instances of conduct
deemed to be disorderly under Section 411.42 during the 365 days prior to filing the
application, the short-term rental license shall not be issued until 365 days have elapsed since
the last violation. If there has been one instances of disorderly conduct during the prior 365
days, the license may be issued but the instances of disorderly conduct shall apply to the
license.
411.20. - Conditional Licenses.
The Code Official may issue a conditional license to the owner of a short-term rental who has
submitted an application and paid the license fee. A conditional license shall authorize the continued
operations of the short-term rental in actual existence, pending issuance of a license. A conditional
license shall authorize continued operations, which shall be inspected pursuant to Section 411.32. A
conditional license indicates only that the owner has submitted an application for a license and paid the
required fee, and that the license shall be issued or denied after the building has been inspected for
compliance with the minimum standards set forth in Section 411.40. A conditional license is not a
determination that the building complies with the housing maintenance code or minimum standards set
forth in Section 411.40.
411.23. - Mandatory Training.
The owner or property manager of a short-term rental must complete training approved by the Public
Safety Department prior to the issuance of an initial rental license, or upon any change in property
ownership.
411.25. - License Renewal.
Notwithstanding the application signature requirements of Section 411.20, renewals of the license as
required annually by this Code may be made by filling out the required renewal form furnished by the City
to the owner, operator or agent of a short-term rental and provide said form together with the required
registration fee to the City.
411.27. - Tenant Register.
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The licensee must, as a continuing obligation of its license, maintain a current register of tenants and
other persons who have a lawful right to occupancy of the short-term rental. In its application, the
licensee must designate the person or persons who will have possession of the register.
411.30. - License Fees.
Rental license fees, penalty fees, and reinstatement fees are set forth in Chapter X.
411.32. - Inspections Required.
Pursuant to this Section, the Code Official shall make inspections to determine the condition of short-
term rental located within the City for the purpose of enforcing the rental licensing standards. Inspection is
required prior to initial issuance of the license. The Code Official or designated representative may enter,
examine and survey at all reasonable times all short-term rentals and premises after obtaining consent
from an owner or occupant of the premises. In the event that an occupant of the premises does not
consent to entry by the Code Official or designate representative, and if there is probable cause to believe
that an inspection is warranted, then application may be made to the court for an administrative or other
search warrant for the purpose of inspecting the premises.
411.35. – Posting and Public Notice.
Subd. 1. Every licensee of a short-term rental shall post the annual license issued by the City. The
annual license shall be conspicuously posted by the registrant in the main entryway of the
short-term rental for which they are issued and shall include contact information for the owner
or agent.
Subd. 2. Upon issuance of an initial license, the City shall notify by mail all properties within 100 feet of
the short-term rental.
411.37. – Notices to Licensee.
Whenever a notice is required to be sent to or served upon the licensee of a short-term rental under
this Section, notice shall be deemed sufficient if sent by certified mail to the owner or owner’s designated
agent at the address specified in the last license application filed with the City. If a notice sent to the
address specified in the last license application is returned, and the owner or owner’s agent cannot be
found, then notice shall be sent to the person designated in the last license application as responsible for
the maintenance and management of the premises, or any other known caretaker or manager, and a
notice shall also be posted on the building.
411.40. – Maintenance Standards.
Every short-term rental shall maintain the standards in Chapter 405 Property Maintenance Code in
addition to any other requirement of the ordinance of the City or special permits issued by the City, or the
laws of the State of Minnesota.
411.41. – Home Occupation Prohibited
Use of short-term rentals for a Home Occupation is prohibited.
411.42. - Conduct on licensed premises.
Subd. 1. It shall be the responsibility of the licensee to take appropriate action to prevent conduct that
disturbs or diminishes the health and welfare of the neighborhood community such as violations
of City Code 960, incidents of nuisance service calls as defined by Section 960 or any other
relevant criminal state statutes. It shall not be necessary that criminal charges are brought to
support a determination of disorderly use, nor shall the fact of dismissal or acquittal of such a
criminal charge operate as a bar to adverse license action under this Section.
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Subd. 2. Upon determination by the Code Official that a licensed premises was used in a disorderly
manner, as described in Subdivision 1, the City shall notify the licensee by certified mail of the
violation and direct the licensee to take appropriate action to prevent further violations. The
licensee must submit a written report of the actions taken, and proposed to be taken, by the
licensee to prevent further disorderly use of the premises. This written report shall be submitted
to the City within seven days of receipt of the notice (excluding holidays) of disorderly use of
the premises and shall detail all actions taken by the licensee.
Subd. 3. If another instance of disorderly use of, the licensed premises within 365 days after the first
instances of disorderly use for which a notice was sent, licensee for the premises may be fined
or have their license denied, revoked, suspended, placed on probation, or not renewed. An
action to fine, deny, revoke, suspend, place on probation, or not renew a license under this
Section shall be initiated by the City in the manner described in Section 411.45, and shall
proceed according to the procedures established in Sections 411.45 and 411.50. If a serious
incident deemed detrimental to public safety occurs, notice of a prior incident of disorderly use
is not necessary for the same consequences listed within this subdivision to apply.
411.45. – Fine, Revocation, Suspension, or Probation.
Subd. 1. Every license issued under this ordinance is subject to the right, which is hereby expressly
reserved, to fine, suspend, revoke, or place on probation the same should the license holder or
their agents, employees, representatives or lessees directly or indirectly operate or maintain
short-term rentals contrary to the provisions of this ordinance or any other ordinance of the City
or any special permit issued by the City or the laws of the State of Minnesota.
Subd. 2. The license may be fined, suspended, revoked, or placed in a probation status by the Council
after a written notice is sent to the license holder specifying the violations that are the cause for
the action. This notice shall also specify the date for hearing before the Council, which shall not
be less than ten days from the date of the notice.
Subd. 3. At such hearing before the Council, the license holder or their attorneys may submit and
present witnesses on their behalf.
Subd. 4. After a hearing the Council may fine, suspend, revoke, or place on probation the license if they
deem it necessary to protect the public health, safety or general welfare. Applicable fines are
defined in Chapter X.
411.50. - Summary Action.
Subd. 1. When the condition of the short-term rental of any license holder or their agent, representative,
employee or lessee is detrimental to the public health, safety and general welfare as to
constitute a nuisance, fire hazard or other unsafe or dangerous condition and thus give rise to
an emergency, the Code Official shall have the authority to temporarily suspend, summarily
condemn or close off such area of the short-term rental.
Subd. 2. Any person aggrieved by a decision of the Code Official to suspend the license shall be entitled
to appeal to the Council immediately, by filing a Notice of Appeal. The City Manager shall
schedule a date for hearing before the Council and notify the aggrieved person of the date.
Subd. 3. The hearing shall be conducted in the same manner as if the aggrieved person had not
received summary action.
Subd. 4. The decision of the Code Official shall not be voided by the filing of such appeal. Only after the
Council has held its hearing will the decision of the Compliance Official be affected.
411.55. - Applicable Laws.
Licenses shall be subject to all of the ordinances of the City and the State of Minnesota relating to
dwellings; and this ordinance shall not be construed or interpreted to supersede or limit any other such
applicable ordinance or law.
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