012323 City Council Meeting Packet
NEW HOPE CITY COUNCIL
MEETING AGENDA
January 23, 2023
7:00 p.m.
City Hall – Council Chambers
4401 Xylon Avenue North
Mayor Kathi Hemken
Council Member John Elder
Council Member Andy Hoffe
Council Member Michael Isenberg
Council Member Jonathan London
The City Council wants and encourages citizen participation at Council Meetings. Your input and
opinions count and are valuable. You are encouraged to bring forth your comments and issues at
the appropriate point on the agenda.
A 15‐minute maximum Open Forum is held at the beginning of each Council Meeting. At this time
any person may address the Council on any subject pertaining to City business not listed on this
agenda or scheduled as a future agenda item. The Council requests that you limit your presentation
to 3 minutes. Anyone wishing to address the City Council on a particular item should raise their
hand and be recognized by the Mayor. Approach the podium and speak into the microphone by
first stating your name and address. Also, please record your name on the roster at the table near
the door so that your name will be spelled correctly in the minutes.
Individuals should not expect the Mayor or Council to respond to their comments tonight; Council
may refer the matter to staff for handling or for consideration at a future meeting. You are welcome
to contact the city clerk at 763‐531‐5117 after the council meeting.
COUNCIL MEETING BROADCASTS AND STREAMING
Government Access channel 16 programming includes live/taped meeting replays
Live on‐line meetings and past meetings on‐demand are available through www.nwsccc.org.
www.newhopemn.gov
New Hope Values and Vision
City Mission
Strong local government that is proactive in responding to the community needs and issues by delivering quality
public service to all city residents, businesses, property owners, and organizations in a prudent and e cient manner.
Values
Excellence and Quality in the Delivery of Services
We believe that service to the public is our reason for being and strive to deliver quality services in a
highly professional and cost-e ective manner.
Fiscal Responsibility
We believe that fi scal responsibility and the prudent stewardship of public funds and city assets is essential if
residents are to have confi dence in government.
Ethics, Integrity and Professionalism
We believe that ethics, integrity, and professionalism are the foundation blocks of public trust and confi dence and
that all meaningful relationships are built on these values.
Respect for the Individual
We believe in the uniqueness of every individual, and welcome, appreciate, and respect diversity and the di ering
of opinions.
Open, Honest, and Respectful Communication
We believe that open, honest, and respectful communication is essential for an informed and involved citizenry
and to foster a positive environment for those interacting with our city.
Cooperation and Teamwork
We believe that the public is best served when all work cooperatively.
Visionary Leadership and Planning
We believe that the very essence of leadership is to be responsive to current goals and needs, and visionary in
planning for the future.
Vision
e city is a great place to grow as a family, individual, or business.
All within our city are safe and secure.
Essential services will be those that promote a safe and healthy environment for all residents.
Essential services and programs will be enhanced and streamlined, and will be provided in an economical manner
and with measurable results.
e city views residents as its greatest asset and seeks their input and participation.
e city will meet the communication needs of citizens, elected o cials, and city sta .
Strategic Goals
e city will maintain and improve its infrastructure (water distribution, storm water, sewer, roads, parks,
lighting, and city facilities).
e city will use frugal spending and resourceful fi nancial management to maintain its fi scal health.
e city will encourage maintenance, redevelopment, and reinvestment of existing properties to improve
or enhance its tax base.
e city will provide core services with a professional sta who are equipped with the necessary tools and
equipment and given necessary direction.
e city will facilitate and improve communications to promote e ective intergovernmental cooperation
between sta , citizens, and Council.
Adopted by the New Hope City Council, August 2006
Reaffirmed by the New Hope City Council, February 2022
CITY COUNCIL MEETING
City Hall, 4401 Xylon Avenue North
Monday, January 23, 2023
7:00 p.m.
1. CALL TO ORDER AND PLEDGE OF ALLEGIANCE – January 23, 2023
2. ROLL CALL
3. APPROVAL OF MINUTES:
• Special Meeting Minutes – January 3, 2023
• Regular Meeting Minutes – January 9, 2023
• Special Meeting Minutes – January 12, 2023
4. OPEN FORUM
5. PRESENTATIONS
5.1 Resolution accepting resignation of Jim Brinkman from the New Hope Planning
Commission and extending appreciation for his service
5.2 Presentation of the 2022 New Hope In Focus Contest Awards
5.3 Presentation of Police Department’s Annual Report for years 2021 and 2022
5.4 Motion accepting donations received for Blue Santa, Tri-City Santa Parade and Teddy
Bear Toss
6. CONSENT BUSINESS
6.1 Approval of business licenses
6.2 Approval of financial claims through January 23, 2023
6.4 Resolution re-appointing Tim Hoyt as New Hope’s representative on the "Golden
Valley/Crystal/New Hope Joint Water Commission"
6.5 Resolution approving agreement with DDA Human Resources, Inc. for recruitment
services for the city manager position
6.6 Resolution extending the Memorandum of Understanding between Tim Hoyt and the City
of New Hope for Director of Police and Acting City Manager until appointment of City
Manager and increasing rate of pay retroactive to January 2, 2023
6.7 Resolution approving a cooperative construction agreement between the City of New
Hope and the State of Minnesota Department of Transportation that provides for a lump
sum payment for construction of a noise wall along TH 169 (Improvement Project No.
1089)
6.8 Resolution approving a cooperative agreement between the City of New Hope and the
State of Minnesota Department of Transportation for the bridge and interchange
reconstruction project along TH 169 at 42nd Avenue North (Improvement Project No.
1016)
6.9 Resolution approving a cooperative agreement between the City of New Hope and
Hennepin County for the bridge and interchange reconstruction project along TH 169 at
42nd Avenue North (Improvement Project No. 1016)
6.10 Resolution to waive municipal consent for the Trunk Highway (TH) 169 Bridge
Reconstruction Improvements at 36th Avenue North (Improvement Project No. 1087)
6.11 Resolution requesting municipal state aid street funds advance for the 42nd Avenue
Infrastructure Improvements (Improvement Project Nos. 1029 and 1016)
6.12 Resolution approving a contract renewal with Bratt Tree Company for professional tree
care services
6.13 Resolution approving final payment to Northwest Asphalt, Inc. in the amount of $70,985
for the 2022 Infrastructure Project (Improvement Project No. 1074)
7. PUBLIC HEARING
8. DEVELOPMENT AND PLANNING
8.1 Resolution approving plans and specifications and authorizing to advertise for bids for
the proposed 2023 Infrastructure Improvements Project (Improvement Project No. 1090)
9. PETITIONS AND REQUESTS
10. ORDINANCES AND RESOLUTIONS
11. UNFINISHED AND ORGANIZATIONAL BUSINESS
12. OTHER BUSINESS
12.1 Exchange of communication between members of the city council
13. ADJOURNMENT
Memorandum
To: New Hope City Council
From: Tim Hoyt, Acting City Manager
Date: January 19, 2023
Subject: Agenda Items for Monday, January 23, 2023
Commission Interviews – Interviews for three applicants for the Human Rights Commission have been
scheduled starting at 6:00 p.m. The applications were previously distributed to Council.
Open Forum
Staff is not aware of any persons planning to attend the Open Forum.
Item 5.1
Staff would like to recognize Jim Brinkman for his lengthy service on the Planning Commission. Jim was
appointed to the commission in 2005 and served continuously for the past 18 years. Last fall, he decided not
to seek re‐appointment. A plaque of appreciation will be presented to Mr. Brinkman. Director Sargent and I
recommend approval of the resolution.
Item 5.2
Communications Coordinator Beth Kramer will present the In Focus awards for 2022. The award winners
have been invited to the City Council meeting.
Item 5.3
Chief Hoyt will provide a short presentation regarding the 2021‐22 Police Department Annual Report.
The document will be posted on the city’s website.
Item 5.4
Staff would like to acknowledge the donations received for activities hosted by the New Hope Police
Department including Blue Santa, Tri‐City Santa Parade and Teddy Bear Toss. A representative of the police
department will make a presentation.
Items 6.1, 6.2, and 6.3
Item 6.1 – there are three businesses seeking THC Product licenses. Background investigations were
conducted by the police department.
Item 6.2 ‐ involves routine financial claims.
Item 6.3 – there are no new liability claims to report.
Page 2
Item 6.4
This item approves the re‐appointment of Tim Hoyt as New Hope’s representative on the “Golden
Valley/Crystal/New Hope Joint Water Commission”. It is recommended that Hoyt continue serving in
this capacity until December 31, 2023, or until a permanent city manager is appointed.
Item 6.5
This resolution approves an agreement with DDA Human Resources, Inc. for professional recruitment
services for the city manager position for $23,000. Funds are available in the city manager’s 2023 budget
for this expense. I recommend approval.
Item 6.6
Per Council direction at the January 12, 2023 work session, this resolution extends the Memorandum of
Understanding (MOU) between Tim Hoyt and the city for Director of Police and Acting City Manager until
the appointment of a permanent city manager. The resolution also adjusts Hoyt’s pay from $161,407 to
$169,477 retroactive to January 2, 2023. Funds are available in the city manager’s 2023 budget.
Item 6.7
This resolution approves a cooperative agreement with MnDOT related to the construction of a noise wall
along the east side of TH 169 between Bass Lake Road and 62nd Avenue North. The city is required to pay
10% of the costs or approximately $250,000 plus engineering expenses of $20,000 for a total approximate cost
of $270,000. Funds are available in the Street Infrastructure Fund. Director Weber and I recommend
approval.
Item 6.8
This item approves a cooperative construction agreement with MnDOT for the bridge and interchange
reconstruction project along TH 169 at 42nd Avenue North. The city’s share of the project for the signal
improvements at Gettysburg Avenue North is $102,694 and will be funded by the city’s Municipal State Aid
account. Director Weber and I recommend approval of the agreement.
Item 6.9
Similar to Item 6.8, this relates to a cooperative construction agreement with Hennepin County for the bridge
and interchange reconstruction project along TH 169 at 42nd Avenue North. The city’s must cover 50% of the
cost associated with county supplied equipment used on the project which equates to approximately $30,000.
The city is planning to use funding from the Municipal State Aid account to pay for the improvements at
Gettysburg Avenue North. Director Weber and I recommend approval of the agreement.
Item 6.10
Staff requests Council’s approval of a resolution to waive municipal consent for the final layout of the TH 169
bridge reconstruction at 36th Avenue North. The existing bridge is nearing the end of its useful life. MnDOT
plans to complete this project in 2024 and municipal consent is needed from local unit of government
whenever a trunk highway project alters access, traffic capacity, or right‐of‐way. The ADA ramps may
trigger the need for additional ROW at ramp areas. A cooperative construction agreement with MnDOT will
Page 3
be presented to Council at a later date. Director Weber and I recommend approval of the resolution waiving
municipal consent.
Item 6.11
This resolution allows staff to seek an advance on its municipal state aid street funds to help pay for the 42nd
Avenue improvements. Director Weber and I recommend approval.
Item 6.12
Staff supports renewing a contract with Bratt Tree Company for professional tree care services for 2023 with
the option to renew if agreed upon by both parties. The city has used the services of Bratt Tree Company for
many years with good results. There is $225,000 earmarked in the Streets budget and Parks budget for tree
services. Director Rader and I recommend approval.
Item 6.13
This approves a final payment of $70,985 to Northwest Asphalt for the 2022 infrastructure improvement
project. The project was completed last fall and the final construction amount was $120,363 under the
contract amount due to a smaller amount of curb/driveway work than anticipated. All paperwork and
IC‐134s have been received by the city. Director Weber and I recommend approval.
Item 8.1
This item approves plans and specs and authorizes advertising for bids for the 2023 infrastructure project.
The project includes street and utility work in the Northwood southeast neighborhood. Street work near Elm
Grove Avenue is also included in the project. Five alternate bids will be obtained for Liberty Park Basketball
Court improvements, Hidden Valley Park trail improvements, Meadow Lake Elementary School pickle ball
court improvements, Meadow Lake storm sewer culvert improvements, and the Northwood Park pollinator
garden. If Council approves the project, bids will be obtained in February and presented to Council at the
March 13 Council Meeting. The estimated project cost is $4,385,233 and the CIP contains $4,980,371. Funding
sources include the street infrastructure fund and utility funds. Director Weber and I recommend approval.
Item 12.1
Mayor Hemken will review the list of upcoming events/meetings.
If you have any questions regarding items in the agenda packet, I would appreciate a call before the
meeting so that I can research any issues and be prepared to respond at the meeting.
New Hope City Council January 3, 2023
Page 1
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
City Council Minutes January 3, 2023
Special Meeting Northwood Conference Room
CALL TO ORDER The New Hope City Council met in regular session pursuant to due call and notice
thereof; Mayor Hemken called the meeting to order at 7:00 p.m.
ROLL CALL Council present:
Staff present:
Kathi Hemken, Mayor
John Elder, Council Member
Andy Hoffe, Council Member
Michael Isenberg, Council Member
Jonathan London, Council Member
Tim Hoyt, Acting City Manager
Rich Johnson, Director of HR/Admin. Services
Beth Kramer, Communications Coordinator
Valerie Leone, City Clerk
Walker MacBeath, HR Specialist/IT Coord.
Stacy Woods, City Attorney
CITY MANAGER
VACANCY
Item 11.1
Mayor Hemken introduced for discussion Item 11.1, Continued discussion
regarding options for the City Council to consider in filling the city manager
vacancy.
Acting City Manager Tim Hoyt indicated after careful consideration, he has
decided not to pursue the blended role or the city manager position. He thanked
the City Council for its past support and expressed his willingness to continue
serving as Acting City Manager until Council appoints a city manager.
Mr. Rich Johnson, director of human resources/admin. services, reported earlier in
the year four recruitment firms were discussed by Council and in March of 2022
Council requested and received presentations from two firms, Baker Tilly and
Mercer Group, which described the process of utilizing a recruitment firm for a
nationwide search for city manager candidates.
Mr. Johnson indicated Jim Miller of Mercer Group has since retired. He inquired
of Council’s interest in hiring Baker Tilly and noted their fee is approximately
$24,000. He stated he recently contacted Baker Tilly, and the firm could assist New
Hope if a decision is made soon as they have pending proposals with other
agencies.
Discussion ensued regarding utilizing a recruitment firm or conducting a search
utilizing city HR staff with advertisement through the League of Minnesota Cities,
and whether the Personnel Board could assist with interviews.
New Hope City Council January 3, 2023
Page 2
City Clerk Leone noted per city code the Personnel Board is charged with
recruitment of civil service positions, not the city manager position.
Acting City Manager Hoyt recommended utilizing an outside search firm to assist
with the entire process and to obtain a broad pool of candidates.
Council Elder supported obtaining proposals from more than one search firm.
Council Member London recommended the search firms have a nation‐wide
network, more than 10 years’ experience and proven track record with
municipalities.
Council directed staff to contact additional recruitment firms and arrange
presentations for a special meeting tentatively scheduled for January 12, 2022, at 6
pm.
COMMUNICATION
WITH MEDIA
Item 11.2
Mayor Hemken introduced for discussion Item 11.1, Discuss communication with
media.
Ms. Beth Kramer, communications coordinator, reminded Council to include her
any time a sensitive topic is being dealt with so a unified voice is provided. She
advised Council she is finalizing a briefing that will be distributed at the next
council meeting which will include an official statement, highlighting policies
regarding fair housing, equity statement, city code related to revocation of rental
registrations, and a number of FAQs with answers. She stated she is also drafting
a media relations policy for all staff outlining the city’s policies.
ADJOURNMENT
Motion was made by Council Member Isenberg, seconded by Council Member
Elder, to adjourn the meeting, as there was no further business to come before
the Council. All present voted in favor. Motion carried. The New Hope City
Council adjourned at 8:00 p.m.
Respectfully submitted,
Valerie Leone, City Clerk
New Hope City Council January 9, 2023
Page 1
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
City Council Minutes January 9, 2023
Regular Meeting City Hall, 7:00 p.m.
CALL TO ORDER The New Hope City Council met in regular session pursuant to due call and notice
thereof; Mayor Hemken called the meeting to order at 7:00 p.m.
PLEDGE OF
ALLEGIANCE
The City Council and all present stood for the Pledge of Allegiance.
ROLL CALL Council present:
Staff present:
Kathi Hemken, Mayor
John Elder, Council Member
Andy Hoffe, Council Member
Michael Isenberg, Council Member
Jonathan London, Council Member
Tim Hoyt, Acting City Manager
Rich Johnson, Director of HR/Admin. Services
Beth Kramer, Communications Coordinator
Valerie Leone, City Clerk
Stacy Woods, City Attorney
OATH OF OFFICE
Item 2.1
Mayor Hemken introduced for discussion Item 2.1, Oath of Office for Council
Member John Elder and Council Member Jonathan London.
City Clerk Leone administered the oath of office for Council Member John Elder
and Council Member Jonathan London.
APPROVAL OF
MINUTES
Motion was made by Council Member Elder, seconded by Council Member Hoffe,
to approve the work session meeting minutes of November 21, 2022, regular
meeting minutes of November 28, 2022, special council meeting minutes of
December 5, 2022, regular meeting minutes of December 12, 2022, and work
session meeting minutes of December 19, 2022. All present voted in favor.
Motion carried.
OPEN FORUM
Ms. Claudia Fuglie, Robbinsdale resident, spoke regarding comments made at a
prior council meeting, the KSTP news story regarding revocation of a group home
license, and the need for society to be respectful of persons with disabilities.
Mayor Hemken thanked Ms. Fuglie for addressing the Council. Mayor Hemken
read the city’s official statement regarding group home rental licenses.
ROTATING VOTES
Please note that votes taken on each agenda item are called by the secretary on a
rotating basis; however, the written minutes always list the mayor’s name first
followed by the council members’ in alphabetical order.
New Hope City Council January 9, 2023
Page 2
CONSENT AGENDA Mayor Hemken introduced the consent items as listed for consideration and stated
that all items will be enacted by one motion unless requested that an item be
removed for discussion. Mr. Tim Hoyt, acting city manager, reviewed the consent
items.
FINANCIAL CLAIMS
Item 6.2
Approval of financial claims through January 9, 2023.
RESOLUTION 2023‐01
Item 6.4
Resolution appointing city attorney.
RESOLUTION 2023‐02
Item 6.5
Resolution appointing Dan Boyum of Stantec Consulting Services Inc. as city
engineer for sewer, water, street, and storm sewer projects and general work.
RESOLUTION 2023‐03
Item 6.6
Resolution appointing New Hope – Golden Valley Sun Post as official newspaper
for city of New Hope.
RESOLUTION 2023‐04
Item 6.7
Resolution designating Wells Fargo as depository for payroll account and general
or special funds of the city of New Hope.
RESOLUTION 2023‐05
Item 6.8
Resolution designating depositories for funds of the city of New Hope relative to
investments.
RESOLUTION 2023‐06
Item 6.9
Resolution delegating authority to the city manager to pay claims prior to city
council approval and make electronic transfers for the payment of claims for 2023.
RESOLUTION 2023‐07
Item 6.10
Resolution appointing city manager as director to the HRG Board.
WEED INSPECTOR
Item 6.11
Appointment of assistant weed inspector for 2023.
BOARD OF APPEAL
Item 6.12
Approval of April 13, 2023, as date for the Local Board of Appeal and Equalization
Meeting.
RESOLUTION 2023‐08
Item 6.13
Resolution Adopting the Revised City of New Hope Section 125 Plan.
Council Member London inquired regarding administration of the program.
Mr. Rich Johnson, director of HR/administrative services, reported the plan is
managed for the city by Alerus Financial, N.A.
RESOLUTION 2023‐09
Item 6.14
Resolution approving the State of Minnesota Agency Agreement between the
Department of Transportation and the city of New Hope for acceptance of federal
aid funds for transportation related project.
MOTION
Consent Items
Motion was made by Council Member Elder, seconded by Council Member Hoffe,
to approve the Consent items. All present voted in favor. Motion carried.
New Hope City Council January 9, 2023
Page 3
MAYOR PRO TEM
Item 10.1
Mayor Hemken introduced for discussion Item 10.1, Resolution appointing a
council member as mayor pro tem for 2023.
Mayor Hemken noted the mayor pro tem position is rotated based on seniority.
Council unanimously supported the nomination of Council Member Michael
Isenberg as mayor pro tem for 2023.
RESOLUTION 2023‐10
Item 10.1
Council Member London introduced the following resolution and moved its
adoption: “RESOLUTION APPOINTING A COUNCIL MEMBER AS MAYOR
PRO TEM FOR 2023.” The motion for the adoption of the foregoing resolution
was seconded by Council Member Hoffe, and upon vote being taken thereon, the
following voted in favor thereof: Hemken, Elder, Hoffe, Isenberg, London; and the
following voted against the same: None; Abstained: None; Absent: None;
whereupon the resolution was declared duly passed and adopted, signed by the
mayor which was attested to by the city clerk.
RESIDENTIAL
REFUSE HAULERS
Item 10.2
Mayor Hemken introduced for discussion Item 10.2, Ordinance No. 23‐01, An
ordinance amending section 8‐14 of the New Hope City Code related to Residential
Garbage and Refuse Collectors Licensing Regulations, Terms and Conditions.
Mr. Tim Hoyt, acting city manager, explained the ordinance amendment will limit
the number of residential garbage haulers to five. He stated during the business
license renewal process, Republic informed the city of its acquisition of Randy’s
Sanitation. He noted in 2018 Council directed staff to reduce the number of
residential garbage hauler licenses through attrition.
ORDINANCE 23‐01
Item 10.2
Council Member London introduced the following ordinance and moved its
adoption: “ORDINANCE NO. 23‐01, AN ORDINANCE AMENDING SECTION
8‐14 OF THE NEW HOPE CITY CODE RELATED TO RESIDENTIAL
GARBAGE AND REFUSE COLLECTORS LICENSING REGULATIONS,
TERMS AND CONDITIONS.” The motion for the adoption of the foregoing
ordinance was seconded by Council Member Elder, and upon vote being taken
thereon, the following voted in favor thereof: Hemken, Elder, Hoffe, Isenberg,
London; and the following voted against the same: None; Abstained: None;
Absent: None; whereupon the ordinance was declared duly passed and adopted,
signed by the mayor which was attested to by the city clerk.
EXCHANGE OF
COMMUNICATION
Item 12.1
Mayor Hemken introduced for discussion Item 12.1, Exchange of communication
between members of the City Council.
Mayor Hemken reported on upcoming events.
ADJOURNMENT
Motion was made by Council Member Isenberg, seconded by Council Member
Elder, to adjourn the meeting, as there was no further business to come before
the Council. All present voted in favor. Motion carried. The New Hope City
Council adjourned at 7:19 p.m.
Respectfully submitted,
Valerie Leone, City Clerk
New Hope City Council January 9, 2023
Page 4
City Council Work Session January 12, 2023
Page 1
City of New Hope
4401 Xylon Avenue North
New Hope, Minnesota 55428
City Council Minutes
Special Work Session Meeting
January 12, 2023
Northwood Conference Room
CALL TO ORDER The New Hope City Council met in work session pursuant to due call and notice thereof;
Mayor Hemken called the meeting to order at 6:00 p.m.
ROLL CALL Council present:
Kathi Hemken, Mayor
John Elder, Council Member (listened by phone; arrived at 6:32 pm)
Andy Hoffe, Council Member (arrived at 6:17 pm)
Michael Isenberg, Council Member
Jonathan London, Council Member
Staff present:
Tim Hoyt, Acting City Manager
Rich Johnson, Director of HR/Admin. Services
Valerie Leone, City Clerk
Walker MacBeath, HR Specialist/IT Coordinator
CITY MANAGER
RECRUITMENT
FIRMS
PRESENTATIONS
Item 11.1
Mayor Hemken introduced for discussion item 11.1, Presentations by recruitment firms
for city manager position.
Mr. Rich Johnson, director of HR/administrative services, introduced Pat Melvin with
David Drown and Associates (DDA). Mr. Johnson stated DDA was the firm that recently
handled Crystal’s city manager search. He explained that he did reach out to other
agencies who are currently unavailable to offer assistance including Craig Waldron who
managed Robbinsdale’s search, Baker Tilly who handled Golden Valley’s search in 2015,
and Gov HR USA.
Mr. Pat Melvin, DDA Human Resources, Inc., was recognized. He indicated the
company has been in business for 21 years and specializes in recruitment for cities and
counties in Minnesota. Mr. Melvin shared recruitments underway or recently
completed. He described the various phases of the process including development of
position profile, advertisement and recruitment, initial screening and review, selection,
offer, and periodic contact with the new manager for the first year of employment.
Mr. Melvin responded to questions from Council.
Mayor Hemken inquired whether the $23,000 proposed in all‐inclusive.
Mr. Melvin stated the $23,000 fee includes professional services and all expenses
including video interviews, travel, advertising, personality index, intellectual profile,
background checks on all finalists and a two‐year guarantee. He stated DDA will redo
the recruitment search for expenses if the city manager leaves the city within two years.
Council thanked Mr. Melvin for the presentation.
City Council Work Session January 12, 2023
Page 2
Following discussion, Council agreed to utilize the services of DDA for the city manager
search and directed staff to notify Mr. Melvin of the city’s decision. Mr. Johnson stated
the item will be placed on the January 23 Council Meeting agenda for formal approval.
DISCUSS CITY
MANAGER MOA
Item 11.2
Mayor Hemken introduced for discussion item 11.2, Discussion regarding continuation
of Memorandum of Understanding between Tim Hoyt and the City of New Hope for
Director of Police and Acting City Manager.
Mayor Hemken asked Council to consider a wage increase for Hoyt to retain him as
acting city manager/police chief during the city manager search process. She indicated
Hoyt is willing to continue as acting city manager and police chief during the transition.
Director Johnson reported that Hoyt’s annual salary was set at $148,000 on April 1, 2022;
$156,706 on June 2, 2022; and $161,407 on January 2, 2023 (3% increase similar to other
non‐union employees). He stated Hoyt’s salary will be readjusted at the time of
reassignment to Police Director to the level he would have experienced as Police
Director in accordance with the city’s pay plan. Council indicated it may be
advantageous if Hoyt continues in the dual role a short time after the new city manager
is hired, and if so, the salary adjustment should be gradual.
Council agreed on an additional 5% salary increase for Hoyt retroactive to January 2,
2023. Director Johnson indicated the extension of the Memorandum of Understanding
and salary adjustment will be placed on the January 23 Council Meeting agenda for
formal approval.
ADJOURNMENT The meeting was adjourned at 7:19 p.m. as there was no further business to come before
the Council at its work session.
Respectfully submitted,
Valerie Leone, City Clerk
I:\RFA\COMM DEV\2023\City Council\01‐23‐23 Jim Brinkman Recognition\Q & R ‐ Jim Brinkman Recognition 01‐23‐23.docx
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Community Development
By: Jeff Alger, Community Development Specialist;
Jeff Sargent, Director of Community Development
Agenda Title
Resolution accepting resignation of Jim Brinkman from the New Hope Planning Commission and extending
appreciation for his service
Requested Action
Staff requests the City Council to approve the attached resolution accepting Jim Brinkman’s resignation from
the New Hope Planning Commission and extending appreciation for his years of service and dedication.
Background
Jim Brinkman has informed city staff that he is resigning from the New Hope Planning Commission after 18
years of dedicated service. Jim was first appointed to the Planning Commission in February of 2005 and has
served continuously on the Commission for the past 18 years. Jim has been a resident of New Hope for more
than 50 years and owned a business that was located in the city for many years. He served on the City Center
Task Force, Livable Communities Task Force, Ice Arena Business Plan Committee, and was a member of the
Business Promotion Committee. As a member of the Planning Commission, he provided guidance and input
as a member of the Design and Review and Codes and Standards subcommittees.
During his time on the Planning Commission, Jim contributed his knowledge and input on many large
residential, commercial, and industrial developments, including projects such as: Paddock Laboratories,
Cooper High School Stadium and Gym, Avtec Metal Finishing, Liberty Diversified International expansion,
Public Works expansion, New Hope Golf Course Clubhouse, Simon Delivers, St. Joseph Church expansion,
Plymouth Heights Pet Hospital, Woodbridge Senior Cooperative, Winnetka Green, Winnetka Townhomes,
Navarre, AC Carlson, Frattalone Ace Hardware, CVS Pharmacies, Hillside Terrace, Village on Quebec, Good
Samaritan‐Ambassador Society, Can‐Do Canines, North Education Center, AutoZone, Midland Shopping
Center renovation, Gates of New Hope, Compass Pointe, Hy‐Vee, Centra Homes Parkview, Industrial
Equities, Dunkin’ Donuts, IronWood, Windsor Ridge, and many more.
The city is very grateful to Jim Brinkman for his dedication and commitment to the city and extends its sincere
appreciation and best wishes for a successful future.
Attachment
Resolution
Agenda Section
Presentations
Item Number
5.1
City of New Hope
Resolution No. 2023‐__
Resolution Accepting Resignation of Jim Brinkman from the New Hope Planning Commission and
Extending Appreciation for His Service
WHEREAS, Jim Brinkman served on the New Hope Planning Commission from
February 2005 through December 2022; and
WHEREAS, Brinkman has informed city staff of his resignation after 18 years of service
and dedication; and
WHEREAS, Brinkman has been a resident of the city for more than 50 years and owned
a business that was located in the city; and
WHEREAS, Brinkman served on the City Center Task Force, Livable Communities
Task Force, Ice Arena Business Plan Committee, and was a member of the Business Promotion
Committee; and
WHEREAS, during his tenure, Brinkman provided guidance and input as a member of
the Design and Review and Codes and Standards subcommittees; and
WHEREAS, Brinkman contributed his knowledge and input on a significant number of
residential, commercial, and industrial development and redevelopment projects; and
WHEREAS, the City of New Hope accepts Brinkman’s resignation effective December
31, 2022, with regret, and desires to thank him for his voluntary service to the community.
NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of New Hope
hereby accepts the resignation of Jim Brinkman and extends its appreciation for his dedicated
service to, and interest in, the City of New Hope.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 23rd day
of January, 2023.
________________________________________
Kathi Hemken, Mayor
Attest: _____________________________________
Valerie Leone, City Clerk
I:\RFA\HR & Admin Svcs\Communications\5.2 ‐ Presentation of 2022 In Focus Photo Contest Winners.docx
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: HR & Admin Services
By: Beth Kramer, Communications Coordinator
Agenda Title
Presentation of the 2022 New Hope In Focus Photo Contest Awards
Requested Action
Staff requests that the City Council present the 2022 In Focus Photo Contest awards to the attending winners.
Policy/Past Practice
For the past 13 years, the New Hope In Focus Photo Contest has inspired civic pride and motivated those
who live, work and attend school in New Hope to explore and take photos of their city. The program is one
of a growing list of city sponsored activities and programs meant to create a greater sense of place and pride
in New Hope.
Background
In an effort to inspire civic pride and encourage exploration of the city, the In Focus Photo Contest was
started in 2009. It encourages residents to capture the things that make New Hope a great community to live,
work and play and recognizes local photographers for their talents.
Contest Details, Award Categories, and Judging
This year’s contest was promoted in the In Touch newsletter, via the city’s social media channels, website and
digital signage, in a CCX segment, flyers and in an email to area art teachers.
A total of 31 photographs were entered by 19 photographers. The photographers all either live, work or go to
school in New Hope and the photos were all taken in New Hope. Photographers could submit up to one photo
in each of the three main categories. The deadline for submissions was Oct. 21.
Throughout November, community members were invited to pick their favorite photograph in the “People’s
Choice Award” category. Photos were displayed on the digital signs at New Hope City Hall. Online voting
was also available on the website. A total of 103 people cast a ballot for the People’s Choice award.
In December, a panel of community judges with extensive knowledge of photography and visual
communication evaluated each photograph. Judges scored each photograph on subject matter, composition,
technical quality and overall impact.
The judges’ scores have been compiled and the Peopleʹs Choice votes have all been tallied. The winning
photographs selected by the judges in four categories: People, Places, Wildlife & Nature and Youth
Photographer, along with the Peopleʹs Choice winner, will be announced at this council meeting. The winning
photographers have been invited to attend the meeting to be recognized.
Agenda Section
Presentations
Item Number
5.2
Request for Action, Page 2
2022 In Focus Photo Contest Winners
People ‐ “Lily” by Dack Nehring
Places ‐ “Clouds in Hidden Valley Park” by Dick Isenhart
Wildlife & Nature ‐ “My Favorite Wood Duck” by Jerry Vincent
Youth Photographer ‐ “Light in a Frost Drop of Darkness” by Braeden Cooper
People’s Choice ‐ “Light in a Frost Drop of Darkness” by Braeden Cooper
Staff would like to thank the volunteer judges for their assistance in the monumental task of scoring each
photograph. The panel included Dave Kaiser, CCX Assistant Executive Director; Sarah Larson, West Metro
Fire‐Rescue District chief and former commercial photographer and Michael Peterson, Crystal
Communications Coordinator.
Attachment:
2022 In Focus Winners Presentation
2022Photo Contest
2022 In Focus Photo Contest: BackgroundThis is the thirteenth year of the New Hope In Focus Photo Contest.The contest is a way to inspire civic pride and encourage exploration of the city.The contest is just one of several city‐sponsored activities and programs meant to create a greater sense of pride in New Hope.The contest is open to those who live, work or go to school in New Hope.
2022 In Focus Photo Contest: BackgroundAll photos must be taken somewhere within the city. Participants may enter one photo into one of three categories:PeoplePlacesWildlife & NatureThis year, 31 photographs were entered by 19 photographers.The deadline for submissions was Oct. 21, 2022.
2021 In Focus Photo Contest: Background“People’s Choice” VotingThroughout November community members voted for their favorite photograph in a People’s Choice Category, online and in‐person at New Hope City Hall.Judging PanelIn December, judges reviewed and rated each photo.Judging criteria included subject matter, composition, technical quality and overall impact.
Thank YouStaff would like to thank the judging panel for their assistance:Dave Kiser ‐CCX MediaSarah Larson ‐West Metro Fire‐Rescue DistrictMichael Peterson ‐City of Crystal
2022Photo Contest
People Category“Lily”by Dack Nehring
Places Category“Clouds in Hidden Valley Park”by Dick Isenhart
Wildlife & Nature Category“My Favorite Wood Duck”by Jerry Vincent
Youth Photographer Category“Light in a Frost Drop of Darkness”by Braeden Cooper
People’s Choice Award“Light in a Frost Drop of Darkness”by Braeden Cooper
2022Photo Contest
I:\RFA\POLICE\2023\Council Meetings\5.3 Q ‐ Annual Report Presentation 2021 & 2022.docx
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Police
By: Tim Hoyt, Acting City Manager/Dir. of Police
Agenda Title
Presentation of Police Department’s Annual Report for years 2021 and 2022
Requested Action
Chief Hoyt will conduct a short presentation of the 2021‐22 Police Department Annual Report.
Policy/Past Practice
Department heads frequently make presentations and provide department updates to the Council.
Background
The police department makes an ongoing effort to engage the public in departmental procedures. By
reaching out and providing more transparency of how law enforcement functions in their community, the
bonds of trust are strengthened between all parties. It also serves as a way to keep Council informed with a
summary of the year’s events and statistics.
The report has statistics covering years 2021 and 2022.
Attachment
Annual Report
Agenda Section
Presentations
Item Number
5.3
2021‐ 2022
Annual Report
Lorilee Stafford
City Of New Hope
2021‐ 2022
Annual Report
New Hope Police Department
1 | Page
Letter from the Chief
With the retirement of our longtime City Manager Kirk
McDonald in June, this past year was a transitional
one for the City of New Hope. For the past several
months, I’ve had the privilege of serving in a dual role
– that of Chief of Police and as Acting City Manager.
While the added duties presented its challenges,
those challenges were overshadowed by new
relationships formed, personal and professional
growth and an overwhelming feeling of gratitude and
pride for the entire staff of both the Police
Department and City Hall. Without their unwavering
support and hard work, this changeover could not
have sustained.
As for the Police Department, I am honored to lead
such a dedicated and professional group of Officers
and am in awe of the amazing work they do every
single day to keep this community safe.
We continued to see staffing changes in 2022 as we
bid farewell to Sergeant Marty Williams, Officers Andy
Lamers, Kaitlyn Baker, Nadine Jacobs, Erick Dyer,
Anthony Larson and Community Service Officer Scott
Anderson. They will all be dearly missed and
remembered for their outstanding service.
I remain committed to building that bridge between
our community and law enforcement as we continue
to strive for positive change, unity, and trust.
Sincerely,
Chief Tim Hoyt
Tim Hoyt, Chief of Police
2 | Page
Vision and Mission Statements
Mission Statement
It is the mission of the New Hope Police Department to
protect the lives and property of our residents and
visitors, to reduce fear and enhance safety, and to work
side by side with our diverse community. We are bound
to do so with honor and integrity while holding each
other to the highest of standards in order to earn public
trust.
Vision Statement
To professionally serve – as well as represent – our
diverse community as we strive for togetherness through
accountability and transparency, all while ensuring New
Hope continues to be a safe place to live, work and visit.
New Hope Police Department Organizational Chart
3 | Page
Chief of
Police
Patrol Captain
Patrol
SWAT Team
Internal Affairs
Animal Control
Mobile Field
Force
Administrative
Captain
Investigations
Clerical/Office
Supervisor
Clerical Staff
Embedded
Social Worker
Administrative
Specialist
Community
Relations/Crime
Prevention
Officer
Department Divisions
4 | Page
Captain Dave Johnson
Patrol Captain
Internal AffairsMobile Field
ForcePatrol
Patrol
Sergeants
Patrol Officers
K9 OfficersReservesCommunity
Service OfficersTraffic OfficerExplorers
SWATAnimal Control
Patrol
Captain Dave Johnson was promoted to the role of Captain in
2021 after the retirement of his predecessor. He is responsible for
all duties related to the patrol division of the department. There
are a total of thirty officers in the patrol division; comprised of six
sergeants, twenty‐one patrol officers, two K9 teams, and one
rotating position. The patrol division is responsible for many
duties and assignments including but not limited to field training
program, firearms program, defense and arrest tactics program,
SWAT, mobile field force operations, predatory offender
registration, citizens’ police academy, police reserves, and police
explorers.
Three full‐time community service officers and one animal
control officer are also under the patrol division.
Captain Johnson oversees the Explorer’s program, but due to Covid‐19, the program was paused in
2020. The hope was to restart the program in fall of 2021 but as of yet it is still on hold. Due to the size
of the department and the limited participation in the Explorer program Chiefs from local agencies have
had discussions and are in the process of starting a Tri‐City Explorer post. The post will consist of
participants from the Cities of New Hope, Crystal and Robbinsdale. Exploring provides training and skill
development related to a career in law enforcement and allows a close‐up view of what police officers
do on a daily basis. The Explorer group generally meets September through April each year, closing out
with a conference for posts throughout the state to show off their newly learned skills. The Explorer
program is an excellent opportunity to improve personal communication skills, build confidence,
become more comfortable speaking in public and other skills required for a future career in any field.
Department Divisions
5 | Page
Administrative
Captain
Investigations
Investigators Drug Task Force School Resource
Officers
Community
Relations/Crime
Prevention Officer
Clerical/Office
Supervisor
Clerical Staff
Embedded Social
Worker
Administrative Division
Captain Scott Slawson
Captain Scott Slawson heads the administrative division of the
department. This division includes investigations, office support staff
and community services. With over 418 cases in 2021 and 421 to
date in 2022 being investigated by two full‐time investigators and one
part‐time investigator, it’s clear this division is quite active throughout
the year. Cases also come to this division by way of Hennepin County
Child Protection and Hennepin County Adult Protection. This is in
addition to the traditional 911 calls and information that
investigators obtain from citizens and confidential informants. In
addition to investigations, Captain Slawson supervises an investigator
who is assigned to the West Metro Drug Task Force, two school
resource officers at Cooper High School, and one officer who is
responsible for crime prevention/community relations.
2021 saw things in the world returning to a more “normal” way of life with schools back
in person, athletes returning to their sports, and community relation events that had
been paused restarted. The department’s embedded social worker settled into the role
and quickly became an asset to the department and the community. 2022 continued with
community events and the department participating for the first time in the Pink Patch
Project for the month of October. The year also brought about a new social worker due to
staffing changes in the county.
Support Services
6 | Page
Jeana Allen‐Hatcher
Office/Clerical Supervisor
Lorilee Stafford
Full Time Clerk
Rhonda Peske
Full Time Clerk
Riley McIlrath
Full Time Clerk
Melissa DeLeeuw
Full Time Clerk
Clerical Staff
The Support Service Division is divided into two areas: Clerical
and Police Administrative Support. Jeana Allen‐Hatcher and her
full‐time staff (Lorilee Stafford, Rhonda Peske, Riley McIlrath
and Melissa DeLeeuw), along with one part‐time clerk (Miranda
Reed), provide a variety of technical, clerical and information
technology services. Other duties of this division include
customer service, records management, retention, processing
and dissemination of police reports, processing of employee
and volunteer background checks, submitting cases to the city
and county attorneys, data practices, state compliance
requirements and entering/auditing information into the
National Crime Information Center system.
The clerical staff are responsible for all of the crime reporting to
the national database for the Uniformed Crime Report(UCR).
This used to be done via MOC coding which consisted of
thousands of codes to choose from in order to properly report
a crime to the FBI who maintains and releases the UCR. A new
method implemented by the FBI brought about a system of 64
codes that all crimes fall under for the purpose of the UCR.
New Hope fully transitioned to that in 2020 and completed it’s
first year successfully in 2021. This new coding system has
made it so the public can access national crime data in almost
real time and no longer has to wait for each year’s full report to
be released.
The police department continues to utilize LETG (Law
Enforcement Technology Group) for records management. This
program is reaching end of life so the department will be
transitioning in the future to a new record management system.
Jeana and Lorilee have attended multiple product
demonstrations in 2021 and 2022 with the current consortium
the department is a part of. Proposals have been received and
the consortium is going to be deciding on which product will be
the best fit.
Department Divisions
7 | Page
Investigations
The New Hope Investigations team consists of three detectives, one narcotics investigator that is
assigned to the Northwest Metro Drug Task Force, as well as two full‐time school resource officers.
Investigations is under the Administration Division.
Investigators handle cases generated by the patrol division that require additional follow‐up, which
includes obtaining search warrants to gather evidence, interviewing subjects, and submitting cases
to prosecution for criminal charges.
The team has many partnerships and resources that help to bring all the parts of a case together.
These include CLEAR, Hennepin County CISA, Hennepin County Crime Lab and The BCA(Bureau of
Criminal Apprehension).
Once all pieces of the case have been put together investigators then work closely with both the
New Hope City Attorney’s Office, as well as the Hennepin County Attorney’s Office, to pursue the
best possible case outcomes.
Investigators also conduct background checks for various city permits such as, massage practice
licenses, liquor licenses. They also facilitate intelligence sharing with other local, state and federal law
enforcement agencies.
In 2021, the investigations team worked on 418 cases and in 2022 they worked 452 cases
Department Divisions
8 | Page
2021 New Hope K‐9 Units
K‐9 Kody
K‐9 Kody and Handler
Officer Robles
K‐9 Dex and Handler
Officer Dyer
Productivity
The New Hope Police Department K‐9 Unit was involved in a wide variety of
calls for service in 2021. This year was unique in the sense that K‐9 Kody
ended his career in February after serving 8 years and 11 months with Officer
Robles. Shortly after, K‐9 Drago began his career with Officer Robles after
successfully completing his three month (March‐June) basic police dog
school. Officer Dyer and his K‐9 partner, Dex, worked from January until July,
when both retired.
Canine Officer Robles and K‐9 Kody were recognized for several awards by
the United States Police Canine Association (USPCA) including two cases in
which, they were awarded National Patrol Case of the Quarter.
The two teams were utilized in 1,032 of the total calls for service in the
department. Proactively, they generated 160 of their own calls for service.
There were 13 arrests directly attributed to their teams and 12 narcotic
related searches. They completed 11 tracks of New Hope and in surrounding
areas, resulting in three finds.
New Hope K‐9’s, assisted in over a dozen building searches and were called
upon to assist police in New Hope, and surrounding agencies, with evidence
recovery multiple times. Throughout the year, our K‐9 teams also aided in
felony stops, area searches and perimeter containment. Thirteen individuals
were arrested as a direct result from the work performed by the canines and
their handlers.
Public Demonstrations
Canine demonstrations during 2021 were limited to demonstrations for
Safety Camp, Night to Unite, The City of Crystal Vehicle Fair and Robbinsdale
City Day due to continued Covid‐19 restrictions.
Training/Certification
Officer Dyer, and his K‐9 partner Dex, successfully completed Regional
Detector Dog (Narcotics) Certification in 2021
Officer Robles, and his K‐9 partner Drago, successfully completed Regional
Detector Dog (Narcotics) Certification in 2021
Officer Robles, and his K‐9 partner Drago, successfully completed Regional
Tracking Dog Certification in 2021
Officer Robles, and his K‐9 partner Drago, successfully completed Regional
PD1 Certification in 2021
New Hope Police K‐9 Unit was recognized by the United States Police
Canine Association for hosting the USPCA Region 12 Detector Dog
Certification in 2021.
Department Divisions
9 | Page
2022 New Hope K9 Unit Stats
Productivity
The New Hope Police Department K‐9 Unit was involved in a wide variety of
calls for service in 2022. Like 2021, this year was somewhat different as far as
K‐9 team coverage. Officer Collier and K‐9 Kaiser became a team and
successfully completed basic handler/patrol dog school (March‐June). Officer
Robles was promoted to Sergeant and K‐9 Drago retired in the early part of
July.
Sergeant Robles and K‐9 Drago were recognized by the United States Police
Canine Association (USPCA) with awards for their performance in locating
dangerous and wanted criminals. They were also awarded National Police Case
of the Quarter and are currently being considered for the USPCA National Case
of the Year for their involvement in assisting police by locating and
apprehending a residential burglary suspect, who fled from police in a motor
vehicle. One suspect then fled from the vehicle on foot after the driver crashed
the car. The fleeing suspect took aim upon an officer, firing multiple rounds
from a handgun trying to kill the officer. K‐9 Drago tracked the suspect,
locating him in a back yard and successfully took the suspect into custody
before he could harm police or the public. The handgun used was located in a
detached garage a few houses away.
The two teams were utilized in 1,015 of the total calls for service in the
department which is notable because for the better part of the year only one
dog was in service at a given time due to training or retirement. Proactively,
they generated 58 of their own calls for service. There were 15 arrests directly
attributed to their teams and 5 narcotic related searches. They completed 11
tracks in New Hope and surrounding areas, resulting in six finds.
New Hope K‐9’s assisted in several building searches and were called upon to
assist police in New Hope. Throughout the year, our K‐9 teams also aided in
felony stops, area searches, and perimeter containment. 15 individuals were
arrested as a direct result from the work performed by the canines and their
handlers.
Public Demonstrations
The K‐9 unit participated in canine demonstrations for Safety Camp, Night to
Unite, and Robbinsdale City Day.
Training/Certification
Officer Collier, and his K‐9 partner Kaiser, successfully completed Regional
Detector Dog (Narcotics) Certification in 2022.
K‐9 Drago and Handler
Officer Robles
K9 Kaiser and Handler
Officer Collier
Department Divisions
10 | Page
New Hope SWAT Team
West Metro SWAT
Team
The New Hope Police
Department partners with
the cities of Golden Valley,
Robbinsdale and Crystal to
provide critical incident
and high‐risk warrant
service to a metropolitan
population of more than
75,000 citizens.
There are currently 24
police officers assigned to
the West Metro SWAT
Team. Assigned officers are
full‐time members of their
respective police
departments and
participate with the team
as an additional duty. In
2021, the City of New Hope
had seven officers
participating in the West
Metro SWAT Team, with
Sgt. Stanley taking over as
the division commander.
2022 saw the addition of
three New Hope officers
bringing the department
total to ten.
Team members are on‐call
24 hours a day, seven days
a week. Officers are
selected for the team
based on exceptional work
performance and
competency.
The SWAT team
responds to high‐risk
situations in Hennepin
County and surrounding
counties at the request
of their commanding
officers.
The team participates in
approximately 150 hours of
specialized training yearly.
The SWAT team uses Camp Ripley as the site for their week
long training and mini training sessions. Camp Ripley Training
Center is a 53,000 acre facility located near Little Falls, MN. It
features numerous ranges and state‐ of‐the‐art facilities to
support military and civilian agency training requirements.
SWAT members utilize the outdoor rifle and handgun ranges,
performed force‐on‐force scenarios using paint marking
rounds, and trained in one of the camp’s scenario based
locations. The training center offers unique opportunities for
officers to train more freely using flash‐bangs and blank
ammunition; activities that are not allowed in civilian facilities
because they would cause too much disruption and space is
limited.
Department Divisions
11 | Page
Mobile Field Force (M.F.F.)
The New Hope Police Department is part of the
West Command Mobile Field Force (WCMFF).
Law enforcement officers from the following
agencies are also participating in WCMFF:
Airport, Bloomington, Brooklyn Center,
Brooklyn Park, Champlin, Corcoran, Crystal,
Deephaven, Eden Prairie, Edina, Golden Valley,
Hopkins, Hennepin County Sheriff’s, Maple
Grove, Medina, Minnetrista, Minnetonka, New
Hope, Orono, Osseo, Plymouth, Richfield,
Robbinsdale, Rogers, St. Louis Park, South Lake
Minnetonka, Wayzata, West Hennepin Public
Safety and University of Minnesota.
The WCMFF was formed to provide rapid deployment of MFF personnel to preserve life,
public safety and property.
Participating personnel in 2021 with the New Hope Police Department’s contingent were Sergeant
Marty Williams, Officer Britni Austin, Officer Dan Fitzmaurice, Officer Tony Gust, Officer Brad Kallio,
and Officer Mike Keithahn. 2022 saw the retirement of Sergeant Williams and the addition of Sergeant
Josh Eernisse, Officer Raj Michael, Officer Lee Larson, and Officer Corey Cracknell.
New Hope Officers that are assigned to the WCMFF are attached to the 2nd platoon, which includes
the cities of New Hope, Robbinsdale, Crystal, Hopkins, St. Louis Park and Golden Valley. New Hope
Contingent is assigned to the platoon’s protection team which provides lethal and non‐lethal cover.
The WCMFF provides quarterly training to all members with the different platoons being responsible
for hosting a training session. These trainings have included basic movements, legal updates, live
scenarios involving over 50 civilian role players.
The WCMFF also provides a “basic training” to all new members and is working hand in hand with
neighboring teams and now starting to cross train with SWAT teams.
Department Divisions
12 | Page
Tom Mahan
Animal Control Officer
Animal Control
Animal Control Officer Tom Mahan works for both the New Hope and Crystal
Police Departments. He has been serving these cities for the past 24 years.
Tom encountered or responded to 213 (171 in 2021) animal‐related incidents
during the period of January 1 to December 31, 2022. The number of citizen
complaints was 184 or 85% (146 or 85% in 2021) and the number of officer‐
initiated complaints was 25 or 15% (25 or 15% in 2021).
Of the 184 citizen complaints, 43 (23%) concerned dogs at large (26 or 18% in
2021), resulting in five (12%) written warnings and eight (19%) impounds. Overall,
citizen complaints included 92 (50%) concerning dogs (73 or 50% in 2021),
resulting in 15 (16%) written warnings and 13 (14%) impounds. There were seven
dog bites (four in 2021), five passed through PUPS quarantine without signs of
illness, two were not impounded by officers and three of these were labeled
Potentially Dangerous. There were four reports of dogs being aggressive: two of
those were labeled Potentially Dangerous and a citation was issued for failure to
microchip. There were 40 (22%) citizen complaints concerning cats (29 or 20% in
2021), 34 or 85% were cats at large. These calls resulted in one (3%) written
warning and nine (23%) impounds. There was one reported cat bite almost near
the end of the quarantine period. Live traps were used at three properties to
catch stray cats. There were 52 (28%) citizen complaints concerning other animals
(44 or 30% in 2021) with two written warnings issued for keeping of roosters and
ducks and one stray pet duck and rabbit were impounded.
The 29 officer‐initiated incidents included 25 (86%) involving dogs (22 or 88% in
2021) (17 involved dog licenses), resulting in three (12%) citations and 14 (56%)
written warnings. There were two (7%) officer‐initiated incidents involving cats
(four or 11% in 2020) resulting in a written warning. There were two (7%) officer‐
initiated incidents involving other animals (two or 8% in 2021) with no
enforcement needed.
I was also involved in 31 non‐animal related calls for service. These included:
document deliveries, traffic control at accidents and fire calls; motorist assists;
medical assists; utility checks; found bicycles; assists at warrant and crime scenes;
and vehicle and residential lock outs. I was able to complete three of four
inspections of homes with permits‐to‐exceed the number of pets.
Animal Control Officer Mahan continues to represent both the cities of New
Hope and Crystal at the PUPS board meetings. In addition, he also serves as
Chair on the Executive Committee of the Minnesota Animal Disaster
Coalition. Tom also assists with the training of new community service
officers and patrol officers in both cities by reviewing animal related
ordinances and procedures.
Department Divisions
13 | Page
Reserves
For 2021‐22, per annum reserve officer activity hours (1534) decreased by 36% when
compared to the years 2012‐2020 (2393 hours). This decrease is largely due to the
fewer number of volunteers that are currently on the reserve unit. When the hours
are normalized by the number of reserve officers on the unit, then our 2021‐22 per‐
officer hours (245) is 16% above the prior decade (212).
Due to the willingness of reserve members to participate in var ious festivals and local
activities, the reserve unit assisted nearby cities for fifteen city festivals and sixteen
other community events over the two years 2021 and 2022. We spent 264 hours
assisting other cities, 103 hours in 2021 and 163 hours in 2022. Without a New Hope
city festival in 2021 or 2022, the police reserves still assisted with several other city‐
related events, for 106 hours. These included Vehicle Fair, City Day, Bike Rodeo, and
other events as we receive requests.
The last two years, we spent 63 hours on three emergency call out events. The
majority of these hours were spent assisting with extra patrol presence in New Hope
during the Brooklyn Center unrest following an officer‐involved shooting.
The reserve unit maintained Friday and Saturday patrol activity (7 PM – 2AM) during
2021 and 2022, though many of our patrols ended earlier (midnight to 1:00) because
of early morning work commitments of some of the officers. Our patrol hours (874
in 2021 and 757 in 2022) were down 26% from the average over the last decade
(1109 hours). This is due to the decline in membership in the reserve unit. If patrol
hours are normalized by the number of available reserve officers, the per‐officer
patrol hours in 2021‐22 (133 average, 146 in 2021 and 120 in 2022) is 32% higher
than the average (100) over the past decade.
The New Hope Police Reserves have had an ongoing agreement to perform traffic
duties at New Hope Church. These traffic duties were curtailed in 2020 due to the
pandemic. Even after resumption of in‐person services, a significant portion of their
attendees have continued participating online, so no traffic duty was required in
2021. Early in 2022, The Church requested that we resume our Sunday morning
detail, but to recast the duties to provide parking lot security rather than traffic
control. In 2022, the reserve unit provided 202 hours of security detail for New Hope
Church.
Training consumes a significant amount of time for each Reserve officer. The
Reserve unit received 276 hours of training, including cadet training, First
Responder, tasers, and driving safety. Unit meetings are conducted on the second
Tuesday of each month. In addition, senior reserve officers are involved in
providing instruction to junior officers. In 2021 and 2022, some training was not
available: We were unable to get range time for firearms training, and there was
only one session of the Hennepin County Reserve School offered in that time. In
2021‐22, the unit spent 431.5 hours (156 in 2021, 275.5 in 2022) in training,
compared to an average of 307 hours over the last decade. Our last‐decade
average for training is 307 hours, so 2021‐22 saw a reduction of nearly 30% in total
training hours from our average.
The New Hope Police
Reserve Unit is a
volunteer organization
of the New Hope Police
Department. The
Reserve “mission
statement” reads:
To provide services for
the New Hope Police
Department that are
compatible with the
charter and bylaws of
the Reserve Unit. In
addition, provide
services to the City of
New Hope, School
District 281 and other
community
organizations… when
the requests do not
conflict with the
commitments to the
Police Department.
2022 Recognition of
Service Awards:
‐Reserve Captain
Todd Hesemann – 15 years
of service.
‐Reserve Sergeant
Alex Saric – 5 years of service
‐Reserve Officer
Eric Mirtica – 3 years of
service.
2022 New Hope Reserve
Officer of the Year:
‐Reserve Officer John
Monson. He volunteered
337 hours during 2022
and consistently exceeded
performance expectations.
Honorable Mention to
Reserve Officer Alex Trdan.
He volunteered 256 hours
during 2022
Department Divisions
14 | Page
Community Relations & Crime Prevention
Brad Kallio
Community Relations and
Crime Prevention Officer
2021 and 2022 saw community engagement return in full force with many
different activities being held in the traditional in person format. The goal
continues to be bridging the gap between the department and the
community and the events have brought about opportunities for positive
dialogue. Community events have been well attended and the feedback
received has been positive. A major event each year has been Shop with a
Cop. The pandemic forced departments to get creative and New Hope moved
to a party style event hosted at City Hall called Blue Santa. Selected families
come for food, crafts, games, gifts, and visits with Jolly ‘ol St. Nick. Officer
Kallio is already in planning mode for 2023 and the community can look
forward to more fun events to come!
Blue Santa 2021
Blue Santa 2022
Officer Kallio at Copsicles
The New Hope Police Department will continue to safely offer a variety of
programs to encourage New Hope residents to become involved with
crime prevention and community service, including:
National Night out and New Hope’s Night to Unite(NNO/NTU)
Neighborhood Watch Program
Citizen’s Police Academy
New Hope Crime Prevention Fund Board
Crime Free Multi‐Housing(CFMH)
Annual Bicycle Rodeo and Bicycle Theft Prevention
Coffee with a Cop
Copsicles
Meals on Wheels
Safety Camp
Blue Santa
Car Seat Checks and Clinics
New Hope Girl Scouts
Training
15 | Page
2021‐2022 Department Training
In 2021 and 2022, all sworn police personnel completed POST mandated use of force training and
firearm training.
Use of force training consisted of the following:
MN POST Board Learning objectives
MN State Statutes pertaining to use of force and deadly force
New Hope Police Department Policies pertaining to use of force and deadly force
Proficiency in unarmed control measures. Skills were taught, and practiced, by all
sworn officers in a controlled environment.
Firearms Training consisted of the following:
New Equipment familiarization, training and qualifications.
Pistol optics rolled out to entire department
New 40 mm less lethal systems deployed in all police vehicles
MN POST Board approved course of fire for handguns and department issued rifles
Additional drills and training with assigned firearms
All sworn officers utilize Patrol Online for a wide range of training courses. Patrol Online is self‐paced
and officers can complete trainings on shift throughout the year. The topics range from mandatory
OSHA classes to legal seminars to mental health response and awareness.
Stop sticks, a pursuit
intervention device, were
purchased and deployed in all
patrol cars. Officers have been
training on deployment of the
device to assist in stopping
fleeing motor vehicles.
NHPD has purchased new
training software to assign,
track, and store all training data
and course completions for the
police department. The
software will assist in organizing
the more than 2500 hours of
training that occurs annually.
Three new police officers joined
the West Metro Swat Team.
Their training as new members
will continue through 2023.
2023 Training Goals:
Continue scenario based training for officers,
to advance skills in decision making in
stressful and rapidly evolving situations.
Encourage and support joint‐training
opportunities with neighboring police
departments.
Identify courses that NHPD can host for
outside agencies.
Selected Crime Stats
16 | Page
Allocation Totals New Hope 9%
Impaired Driving $144,000.00 $20,571.00
Seatbelt $22,400.00 $3,200.00
Speed $15,000.00 $2,143.00
Move Over $1,000.00 $0.00
Distracted Driving $13,800.00 $1,9710.00
Pedestrian $15,000.00 $0.00
Administrative/Other $2,000.00 $0.00
TOTALS $210,200.00 $27,885.00
(Revenue rcv’d)
Special Enforcement
Hennepin County Traffic Enforcement Group:
Due to a lack of staffing and support by local leaders in the City of Minneapolis, Minneapolis PD
withdrew from being the fiscal lead for the Minneapolis group. Members of the Minneapolis group
joined the Orono group which took over fiscal lead.
TZD (Towards Zero Deaths) New Hope only Stats:
New Hope Officers Participating: 4
Hours Worked: 262.75 (shifts are 6‐8 hours)
Total Mileage: 1,775
Total Traffic stops: 435
Total arrests: 22
Vehicles towed: 18
DWI: 12
Not a drop/under 21: 0
Speed Citations: 64
Speed Warnings: 144
Unlicensed (DAS/DAR/DAC) Citations: 55
Move Over Citations: 0
Use of Cell Phone Citations: 13
Use of Cell Phone Warnings: 3
Seatbelt Citations: 7
Seatbelt Warnings: 1
Child Restraint Citations: 0
Equipment Citations: 8
Equipment Warnings: 72
Other Moving Violation Citations: 82
TZD (Towards Zero Deaths) ‐ Traffic and
DWI Enforcement
The New Hope Police Department
participated in the Towards Zero Deaths
(TZD) grant in 2021 and 2022, funded by
the State of Minnesota. TZD is the state’s
cornerstone traffic safety program
utilizing an enforcement and educational
approach to lowering the number of
traffic crashes, injuries and deaths in
Minnesota.
The city also utilizes a speed trailer, which
not only deters drivers, but acts as a data
collection device, monitoring traffic
volume and vehicle speeds. The data
derived allows the department to more
effectively place patrol officer for
enforcement and education. Citizens can
also request that the speed trailer be
placed in “problem areas.”
Selected Crime Stats 17 | Page NIBRS NIBRS GROUP A CATEGORIES • Arson • Animal Cruelty • Assault • Bribery • Burglary/Breaking and Entering • Counterfeiting/Forgery • Destruction/Damage/Vandalism of Property • Drug/Narcotic Offenses • Embezzlement • Extortion/Blackmail • Fraud • Gambling • Homicide • Human Trafficking • Kidnapping/Abduction • Larceny/Theft • Motor Vehicle Theft • Pornography/Obscene Material • Prostitution • Robbery • Sex Offenses • Stolen Property • Weapon Law Violations In April of 2020 New Hope transitioned fully to NIBRS for crime reporting. The FBI required all law enforcement agencies to make this shift prior to the close of 2020. NIBRS uses a series of UCR (Uniform Crime Reporting) codes to track all Group A and Group B crimes as classified by the FBI. Group A and Group B were formerly known as Part I and Part II crimes. The coding system went from a possible code selection of thousands down to 62. This changes crime stats dramatically as now only the most serious offense is being tracked in the national database. This does not necessarily mean crime levels have dropped only that lower‐level offenses are not being tracked when they are in addition to a higher‐level offense. Group B offenses are only tracked nationally if there was an arrest made. New Hope Reported Group A Offense Totals 2021 ‐ 2022 2021 2022 73 117 87 89 130 108 98 108 77 90 96 144 115 124 115 103 93 92 101 128 149 94 108 JanuaryFebruary March AprilMay June July AugustSeptember October NovemberDecember
Selected Crime Stats 18 | Page Offense TotalArrestsTotal Arrests Involving Only Under 18 Years Old Bad Checks (Decommissioned Jan 2022 0 0 Curfew/Loitering/VagrancyViolations 0 0 Disorderly Conduct 20 0 Driving Under the Influence 380 Drunkenness (Decommissioned Jan 2022) 0 0 Family Offenses, Nonviolent 2 0 Liquor Law Violations 2 0 Peeping Tom (Decommissioned Jan 2022) 0 0 Runaway 0 0 Trespass of Real Property 131 All Other Offenses 28 3 Grand Total 103 4 Offense TotalArrestsTotal Arrests Involving Only Under 18 Years Old Bad Checks (Decommissioned Jan 2022 0 0 Curfew/Loitering/VagrancyViolations 0 0 Disorderly Conduct9 1 Driving Under the Influence 38 0 Drunkenness (Decommissioned Jan 2022)0 0 Family Offenses, Nonviolent 1 0 Liquor Law Violations30Peeping Tom (Decommissioned Jan 2022)0 0 Runaway0 0 Trespass of Real Property8 2 All Other Offenses29 1 Grand Total884NIBRS GROUP B CATEGORIES • Bad Checks • Curfew/Loitering/Vagrancy • Disorderly Conduct • Driving Under the Influence • Drunkenness • Family Offenses, Nonviolent • Liquor Law Violations • Peeping Tom • Runaway • Trespass of Real Property • All Other Offenses (i.e. unlawful assembly, boating law violations, conditional release violations, etc.) 2021 2022
Selected Crime Stats
19 | Page
9000 codes Jan Feb Mar Apr May Jun July Aug Sep Oct Nov Dec 2022
911 Hang‐up 31 19 24 19 14 19 33 26 29 32 29 18 293
Abandoned Vehicle 2 6 3 5 8 4 6 3 3 8 2 2 52
Accidents 43 38 30 24 31 39 25 27 29 42 44 27 399
Administrative 0 0 0 6 2 1 4 4 3 5 0 1 26
Alarms (Res., bus., etc.) 67 67 61 59 84 81 55 67 82 85 58 87 853
Animal Complaint 18 13 32 41 72 74 60 51 53 47 51 24 536
Assist 92 91 103 97 114 116 116 69 103 87 119 100 1207
Civil Matter 27 24 32 31 26 34 38 43 28 37 31 33 384
Death 5 4 5 6 6 9 0 4 5 4 5 3 56
Disturbance ‐ Noise 46 30 27 48 38 61 37 30 30 34 33 15 429
Disturbance ‐ Neighbor 2 2 8 5 13 5 18 15 18 9 4 5 104
Disturbance ‐ Unwanted 23 22 31 29 17 29 27 15 21 18 30 30 292
Domestic ‐ Verbal 30 24 16 24 14 21 13 21 19 21 17 16 236
Fire 10 9 8 9 18 15 15 12 11 13 8 6 134
Found Property 4 9 5 4 14 13 15 14 5 8 13 5 109
Harassment Order File 1 1 0 1 1 2 1 1 2 1 2 2 15
Juvenile Problem 3 8 14 18 22 15 5 14 15 8 8 14 144
K9 Assist Other 5 9 3 2 0 4 5 3 4 4 3 1 43
Lost Property 2 12 15 6 5 7 9 4 9 9 9 4 91
Medical 249 231 277 239 273 260 253 239 225 236 241 170 2,893
Order for Protection File 4 3 0 0 2 4 4 2 3 4 2 6 34
Ordinance Violation 1 2 0 2 4 2 2 6 5 9 4 7 44
Parking – Viol./Compl. 151 138 177 302 215 238 128 143 105 93 118 73 1,881
Spot Checks 42 31 28 73 133 187 119 58 50 70 55 109 955
Suspicious Activity/Person 43 30 47 38 45 37 42 43 48 37 28 35 473
Suspicious Vehicle 16 11 10 12 17 28 14 18 24 14 14 9 187
Traffic/Driving Complaint 236 221 332 321 451 338 525 512 599 596 597 312 5040
Trespass Notice Issued 10 15 11 17 14 33 13 15 10 13 12 13 131
Vehicle Impound 4 1 0 1 0 0 0 0 0 0 1 4 11
Warrant 12 6 9 9 14 11 23 17 16 13 16 11 157
Grand Total: 17,209
Selected Crime Stats
20 | Page
2021 – 22 Selected
Traffic Stats
Citations
Issued
2021
Warnings
Issued
2021
Totals
2021
Citations
Issued
2022
Warnings
Issued
2022
Totals
2022
Speed 609 907 1516 396 985 1381
No MN DL 260 16 276 342 16 358
DAS, DAR, CANC‐IPS 428 10 438 648 29 677
Stop Sign Violations 30 162 192 69 175 244
Inattentive Driving 38 42 80 8 27 35
Equipment Violations 0 118 118 0 245 245
Insurance Violations 157 190 347 242 137 379
Totals: 1,522 1,445 2,967 1,705 1,614 3,319
2021 / 2022
Total Citations Issued
Comparison
2021 2022 % Change
Total Warnings Issued 2,553 3,472 36%
Total Citations Issued 3,481 3,777 8%
Total 6,034 7,249 20%
The traffic unit is responsible for increased traffic contacts, investigating traffic related complaints,
enforcing commercial vehicle laws and drug interdiction.
Due to the effects of the pandemic and staffing changes the traffic unit remained on hold
and will return in 2023 with a newly appointed traffic officer.
The goal of the traffic unit is to provide education to the public, while reducing the number of
crashes within the city’s limits. This high visibility enforcement has proven to be one of the most
effective tools in reducing property damage, injuries and death from traffic‐related crashes.
2021‐2022 New Hope Traffic Unit
Below is the total of citations issued by the department in 2021 and 2022 for all citable
offenses. This includes traffic, disorderly conduct, 5th degree assault, etc. With the ending of
the pandemic and the world going back to normal we saw an increase in contacts with the
public which resulted in more citations issued. 2021 showed a lower total as in the early part
of the year the civil unrest in our neighboring city had our officers assisting with crowd
control.
Total calls for service in 2021 was 22,032 and the total calls for service in 2022 was 23,134
I:\RFA\POLICE\2023\Council Meetings\5.4 Q ‐ Donations for 2022 Blue Santa, Tri‐City Santa Parade and Teddy Bear Toss.docx
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Police
By: Tim Hoyt, Chief of Police
Agenda Title
Motion accepting donations received for Blue Santa, Tri‐City Santa Parade and Teddy Bear Toss
Requested Action
Staff recommends that the City Council acknowledge the generous donations for the Blue Santa program
which took place on December 21st, 2022, as well as the work that went into the planning of the Tri‐ City
Santa Parade and the Teddy Bear Toss.
Background
On December 21st, 2022, the New Hope Police Department hosted Blue Santa (formerly Shop with a Cop) at
City Hall. All in all, 47 children from 14 families opened presents, played Holiday BINGO, ate pizza, made
homemade ornaments, and even met Santa himself! This wonderful event was made possible by generous
donations from the New Hope Crime Prevention Fund ($1,500) and the Alison and Mike Isenberg Toy Fest
($1,000 cash/$500 gift cards & toys). Amazingly, the costs for this event were taken care of 100% by donations.
The following gift cards and cash were received by the city of New Hope Blue Santa:
Organization Donated Items Contact Funds/Items
Received
Toy Fest Gift Cards and Cash Mike & Allison Isenberg $1500
New Hope Crime Prevention Cash Crime Fund Board $1500
We would like to recognize Value Merchandise International of Plymouth, MN, for their generous donation
of multiple truckloads of toys that were used for Blue Santa. We also recognize Liz Booth for her
contribution of time and energy, once again, in the planning and logistics that went into the 2nd Annual Tri‐
City Santa Parade that wound its way through New Hope, Crystal and Robbinsdale on Saturday, December
10th, 2022. Finally, staff would like to recognize the Cooper High School Hockey Team for the Teddy Bear
Toss that was held on Tuesday, December 13th, 2022. For a second year in a row the team invited fans to bring
a new Teddy Bear to the game to throw onto the ice after the first goal. The bears were then donated to the
New Hope Police Department to have on hand for children in need.
Attachment
Photos
Agenda Section
Presentations
Item Number
5.4
I:\RFA\City Manager\2023\6.1 Business Licenses\6.1 Q ‐ Business Licenses 012323.docx
Request for Action
January 23, 2023
Approved by: Tim W. Hoyt
Originating Department: City Manager
By: Valerie Leone, City Clerk‐Treasurer
Agenda Title
Approval of business license(s)
Requested Action
In accordance with Chapter 8 of the New Hope Code, all applications for business licenses must be presented
to the City Council for consideration. Staff recommends approval of all listed requests.
Background
All required paperwork and fees have been received for the following businesses:
Eid, LLC dba Winnetka Fuel 3535 Winnetka Avenue North THC Products
Rudra New Hope, LLC dba New Hope
Fuel & Wash
9400 49th Avenue North THC Products
A. Davis Distillery, LLC dba Pocket Square
Cocktail Lounge
7530 42nd Avenue North THC Products
Agenda Section
Consent
Item Number
6.1
G:\City Manager\AGENDA\6.2 R‐Approval of Claims Merge Doc.docx
Request for Action
January 23, 2023
Approved by: Tim W. Hoyt, Acting City Manager
Originating Department: City Manager
By: Tim W. Hoyt, Acting City Manager
Agenda Title
Approval of claims through January 23, 2023
Requested Action
Claims for services and commodities purchased through this period are listed on the Check Disbursement
Report
Attachments
Check Disbursement Report
Agenda Section
Consent
Item Number
6.2
I:\RFA\City Manager\2023\Q&R Apt JWC Hoyt 01.23.23.docx
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: City Manager
By: Valerie Leone, City Clerk‐Treasurer
Agenda Title
Resolution re‐appointing Tim Hoyt as New Hope’s representative on the ʺGolden Valley/Crystal/New Hope Joint
Water Commissionʺ
Requested Action
Staff recommends the re‐appointment of Tim Hoyt as New Hope’s representative on the Joint Water Commission.
Background
The City has been a member of the Joint Water Commission since 1963 along with the cities of Crystal and Golden
Valley. The Commission owns the trunk water distribution system found in the three cities and purchases water
from the City of Minneapolis. In 1993, city managers assumed direct responsibility for the Commission by serving
as each cityʹs representative on this Commission.
Former city manager Kirk McDonald was re‐appointed to the commission in 2019 with a three‐year term expiring
December 31, 2022. McDonald retired effective June 1, 2022, at which time Tim Hoyt, acting city manager, was
appointed to the JWC to complete the remainder of McDonald’s term expiring December 31, 2022. It is
recommended that Hoyt continue serving in the capacity until December 31, 2023, or until a permanent city
manager is appointed.
Attachment
Resolution
Agenda Section
Consent
Item Number
6.4
City of New Hope
Resolution No. 2023‐
Resolution re‐appointing Tim Hoyt
as New Hope’s representative
on the ʺGolden Valley/Crystal/New Hope Joint Water Commissionʺ
WHEREAS, the Cities of Crystal, New Hope, and Golden Valley created a Joint Water Commission in
1963 to benefit the three communities; and
WHEREAS, the Commission owns the trunk water distribution system found in the three cities and
purchases water from the City of Minneapolis; and
WHEREAS, it is necessary to appoint personnel to represent the City of New Hope; and
WHEREAS, it would be in the best interest of the City to appoint Acting City Manager Tim Hoyt to the
Commission to serve until December 31, 2023, or until a City Manager is appointed.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope, Minnesota, that
Tim Hoyt is hereby re‐appointed as the City of New Hopeʹs representative on the Golden
Valley/Crystal/New Hope Joint Water Commission.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 23rd day of
January, 2023.
_________________________
Mayor
Attest:________________________
City Clerk
I:/RFA/City Manager/2023/Q&R‐DDA agreement 01.23.23
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: City Manager
By: Valerie Leone, City Clerk‐Treas.
Agenda Title
Resolution approving agreement with DDA Human Resources, Inc. for recruitment services for the city manager
position
Requested Action
Staff recommends that the Council adopt a resolution approving the proposal submitted by DDA Human
Resources, Inc.
Background
At the special work session of January 12, 2023, Pat Melvin of DDA Human Resources, Inc. reviewed the
company’s proposal for professional recruitment services for the city manager position for $23,000. Council
supported utilizing the recruitment services of DDA Human Services, Inc. The firm will handle advertisement,
development of position profile, applicant screening, personality index, background and reference checks on
finalists, interview coordination with City Council, and negotiation of agreement with selected candidate. It is
anticipated that a new city manager would be in place by June, 2023.
Funds are available in the 2023 General Fund (city manager’s budget) for the expenditure.
Staff recommends adopting the resolution approving an agreement with DDA Human Resources, Inc. for
recruitment services for the city manager position.
Attachment
Resolution
Agenda Section
Consent
Item Number
6.5
City of New Hope
Resolution No. 2023 ‐
Resolution approving agreement with DDA Human Resources, Inc.
for recruitment services for the city manager position
WHEREAS, on January 12, 2023, a presentation was provided to the New Hope City Council by Pat
Melvin of DDA Human Resources, Inc. for the recruitment services for the city’s vacant city
manager position;
WHEREAS, the city of New Hope desires to utilize the professional recruitment services of DDA Human
Resources, Inc. for the city manager position for a fee of $23,000; and
WHEREAS, the firm will handle advertisement, development of position profile, applicant screening,
personality index, background and reference checks on finalists, interview coordination
with City Council, negotiation of agreement with selected candidate, and periodic
contacts with the new manager for one year; and
WHEREAS, should the candidate leave the city’s employment within two years after appointment, DDA
Human Resources, Inc. will complete another search for actual expenses only (no
professional service fees).
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of New Hope hereby approves
the proposal dated January 8, 2023, for $23,000 submitted by DDA Human Resources,
Inc.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 23rd day of
January, 2023.
______________________________
Mayor
Attest: ________________________
City Clerk
I:\RFA\City Manager\2023\MOU\cm 012323 MOU extension\6.6 RFA MOU extension.docx
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: City Manager
By: Tim Hoyt, Acting City Manager
Valerie Leone, City Clerk‐Treas.
Agenda Title
Resolution Extending the Memorandum of Understanding between Tim Hoyt and the City of New Hope for
Director of Police and Acting City Manager until appointment of City Manager and increasing rate of pay
retroactive to January 2, 2023
Requested Action
Staff recommends the City Council extend the acting city manager’s appointment.
Background
At the March 28 Council Meeting, Resolution No. 2022‐37 was adopted appointing Tim Hoyt as Acting City
Manager for a six‐month trial period (June 2 – December 1, 2022). Subsequently, a Memorandum of
Understanding was approved at the April 25, 2022, Council Meeting which defined the terms of employment.
At the Council Meeting of November 28, 2022, the MOU was extended to February 1, 2023.
At the work session of January 12, 2023, Council expressed support to further extend the MOU until an
appointment is made for a city manager. Council also agreed to increase Hoyt’s pay from $161,407.00 to
$169,477.35 retroactive to January 2, 2023.
Attachments
Resolution
Memorandum of Understanding adopted April 25, 2022
Agenda Section
Consent
Item Number
6.6
City of New Hope
Resolution No. 2023‐___
Resolution Extending the Memorandum of Understanding between
Tim Hoyt and the City of New Hope for
Director of Police and Acting City Manager
until appointment of City Manager
and increasing rate of pay retroactive to January 2, 2023
WHEREAS, at its meeting of March 7, 2022, the City Council appointed Tim Hoyt as Acting City
Manager upon Kirk McDonald’s retirement effective June 1, 2022; and the action was
ratified at the Council Meeting of March 28, 2022; and
WHEREAS, on April 25, 2022, the City Council approved a Memorandum of Understanding to define
the terms of employment for the Acting City Manager position including length of term,
training, salary, pension plan, benefits, authority, goals, performance evaluation, and
right to return to former position; and
WHEREAS, on November 28, 2022, the City Council approved an amendment to the Memorandum of
Understanding that was effective June 2, 2022, through December 1, 2022, by extending it
until February 1, 2023; and
WHEREAS, Hoyt has agreed to continue serving as Director of Police and Acting City Manager until
a City Manager is appointed and during the transition period; and
WHEREAS, the City Council approves a subsequent amendment to the Memorandum of
Understanding by extending it until appointment of a City Manager and increasing the
rate of pay by 5% ($161,407.00 to $169,477.35), retroactive to January 2, 2023.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of New Hope as follows:
The City Council hereby extends the Memorandum of Understanding between Tim
Hoyt and the City of New Hope for Director of Police and Acting City Manager until
appointment of City Manager and also approves a salary increase retroactive to January
2, 2023.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 23rd day of
January, 2023.
Mayor
Attest:
City Clerk
I:\RFA\PUBWORKS\2023\Council\1089 TH169 Noise Wall\RFA MnDOT cooperative construction agreement
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution approving a cooperative construction agreement between the City of New Hope and the State
of Minnesota Department of Transportation that provides for a lump sum payment for construction of a
noise wall along TH 169 (Improvement Project No. 1089)
Requested Action
Staff recommends that the Council pass a resolution approving the cooperative agreement between the city of
New Hope and the State of Minnesota Department of Transportation (MnDOT). The agreement provides a lump
sum payment of $269,806.55 for the city’s share of the construction costs to install a noise wall along the east side
of TH 169, between Bass Lake Road and 62nd Avenue North.
Policy/Past Practice
Through a cooperative agreement with MnDOT, the city took part in construction of a noise wall in 2003, 2012,
and 2016. Those noise walls were constructed along the east side of TH 169 from approximately Medicine Lake
Road to 36th Avenue, 36th Avenue to 42nd Avenue, and 42nd Avenue to 49th Avenue respectively. In the past the
project construction of the noise walls has been contracted and financed by MnDOT.
Background
Through a cooperative construction agreement with MnDOT, the city participated in the construction of three
separate noise wall projects along the east side of Trunk Highway 169. City staff was notified by a MnDOT
representative that their noise wall program had prioritized a proposed section of noise wall in New Hope, for
construction in 2023. City staff met with MnDOT officials on February 8, 2022, regarding the proposed noise
wall. The project remains on the MnDOT’s 2023 construction schedule and is proposed to be installed along the
east side of TH 169 from Bass Lake Road to 62nd Avenue North. The proposed noise wall construction area is the
last remaining residential area along TH169 that does not currently benefit from the sound protection of a noise
wall.
Funding
The project funding would be 90% by the state with a 10% matching share by the city. The Mn/DOT staff’s
preliminary estimate for project costs are around $2,498,208.75 making the city’s cost approximately
$249,820.88 plus engineering expenses of $19,985.67 for a total city cost of $269,806.55. Funding for the city’s
portion would come from the Street Infrastructure Fund.
Attachments
Resolution
MnDOT Agreement Letter
MnDOT Agreement No. 1050748
Exhibit 1
Agenda Section
Consent
Item Number
6.7
City of New Hope
Resolution No. 2023‐
Resolution approving a cooperative construction agreement between the
City of New Hope and the State of Minnesota Department of Transportation
that provides for a lump sum payment for construction of a noise wall along TH 169
(Improvement Project No. 1089)
WHEREAS, the State of Minnesota Department of Transportation wishes to construct a noise wall within
the city limits along Trunk Highway 169 between Bass Lake Road and 62nd Avenue North;
and
WHEREAS, the state requests the city participate in the costs of the noise wall construction and the city
agrees to participate in the cost of said construction with a lump sum amount equal to
$269,806.55; and
WHEREAS, Minnesota statutes authorize the commissioner of transportation to make arrangements
with and cooperate with any government authority for the purpose of constructing,
maintaining, and improving the trunk highway system.
NOW, THEREFORE, BE IT RESOLVED,
1. That the City of New Hope enter into MnDOT Agreement No. 1050748 with the
State of Minnesota, Department of Transportation for the following purposes:
To provide for payment by the City to the State of the Cityʹs share of the costs of the
noise wall and TMS construction and other associated construction to be performed
upon, along, and adjacent to Trunk Highway No. 169 from 395 feet north of Bass
Lake Road East to 62nd Avenue within the corporate City limits under State Project
No. 2772‐130 (TH 169=383).
IT IS FURTHER RESOLVED,
2. That the mayor and acting city manager are authorized to execute the Agreement
and any amendments to the Agreement.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 23rd day of
January, 2023.
_________________________
Mayor
Attest: __________________________
City Clerk
Office of Project Management and Technical Support
Cooperative Agreements Unit, Mail Stop 682
395 John Ireland Blvd., St. Paul, MN 55155
Office Tel: (651) 366-4634 1
Memo
To: Tahsina Alam
Engineer Principle
From: Malaki Ruranika
Cooperative Agreements Engineer
Date: January 10, 2023
Subject: Proposed Cooperative Construction Agreement 1050748
City of New Hope
SP 2772-130 (TH 169=383)
City Payment for TH 169 Construction
Transmitted herewith is a proposed agreement with the City of New Hope. This agreement provides for
payment of the City's share of the costs of the noise wall and TMS construction to be performed on TH 169.
Present this agreement to the City Council for their approval and signatures of the Council-authorized officers.
Also required is a resolution passed by the Council authorizing the City to enter into the agreement and naming
the officers authorized to sign the agreement on its behalf. A suggested form of such resolution is included with
this transmittal.
Electronic signatures are encouraged. When using electronic signatures, the signatories must not lock the
document and all parties must sign the same document. The Council's resolution must be attached to the end of
the pdf prior to any electronic signatures. Please remove the sample resolution if the City is providing their own
resolution.
Send the executed agreement and resolution to dana.myers@state.mn.us as soon as possible after the City has
signed. A copy will be returned to the City when fully executed and after the project has been awarded.
Please copy me and dana.myers@state.mn.us on your email transmitting the agreement to the City for
approval.
cc: File
Malaki
Ruranika
Digitally signed by Malaki
Ruranika
Date: 2023.01.10 13:28:43
-06'00'
MnDOT Contract No: 1050748
-1-
Receivable Standard (Cooperative Agreements)
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
AND
CITY OF NEW HOPE
COOPERATIVE CONSTRUCTION
AGREEMENT
State Project Number (SP): 2772-130
Trunk Highway Number (TH): 169=383
Estimated Amount Receivable
$269,806.55
This Agreement is between the State of Minnesota, acting through its Commissioner of Transportation ("State") and
the City of New Hope, acting through its City Council ("City").
Recitals
1. The State will perform noise wall and Traffic Management System (TMS) construction and other associated
construction upon, along, and adjacent to Trunk Highway No. 169 from 395 feet north of Bass Lake Road
East to 62nd Avenue according to State-prepared plans, specifications, and special provisions designated by
the State as State Project No. 2772-130 (TH 169=130) ("Project"); and
2. The City will participate in the costs of the noise wall and TMS construction and associated construction
engineering; and
3. Minnesota Statutes § 161.20, subdivision 2 authorizes the Commissioner of Transportation to make
arrangements with and cooperate with any governmental authority for the purposes of constructing,
maintaining, and improving the trunk highway system.
Agreement
1. Term of Agreement; Survival of Terms; Plans; Incorporation of Exhibits
1.1. Effective Date. This Agreement will be effective on the date the State obtains all signatures required by
Minnesota Statutes § 16C.05, subdivision 2.
1.2. Expiration Date. This Agreement will expire when all obligations have been satisfactorily fulfilled.
1.3. Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive
in order to give effect to their meaning will survive the expiration or termination of this Agreement,
including, without limitation, the following clauses: 3. Maintenance by the City; 8. Liability; Worker
Compensation Claims; 10. State Audits; 11. Government Data Practices; 12. Governing Law; Jurisdiction;
Venue; and 14. Force Majeure.
1.4. Plans, Specifications, and Special Provisions. Plans, specifications, and special provisions designated by
the State as State Project No. 2772-130 (TH 169=383) are on file in the office of the Commissioner of
Transportation at St. Paul, Minnesota, and incorporated into this Agreement by reference
("Project Plans").
1.5. Exhibits. Preliminary Schedule "I" is on file in the office of the City's Director of Public Works and attached
and incorporated into this Agreement.
MnDOT Contract No: 1050748
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Receivable Standard (Cooperative Agreements)
2. Construction by the State
2.1. Contract Award. The State will advertise for bids and award a construction contract to the lowest
responsible bidder according to the Project Plans.
2.2. Direction, Supervision, and Inspection of Construction.
A. Supervision and Inspection by the State. The State will direct and supervise all construction activities
performed under the construction contract and perform all construction engineering and inspection
functions in connection with the contract construction. All contract construction will be performed
according to the Project Plans.
B. Inspection by the City. The City participation construction covered under this Agreement will be open
to inspection by the City. If the City believes the City participation construction covered under this
Agreement has not been properly performed or that the construction is defective, the City will inform
the State District Engineer's authorized representative in writing of those defects. Any
recommendations made by the City are not binding on the State. The State will have the exclusive right
to determine whether the State's contractor has satisfactorily performed the City participation
construction covered under this Agreement.
2.3. Plan Changes, Additional Construction, Etc.
A. The State will make changes in the Project Plans and contract construction, which may include the City
participation construction covered under this Agreement and will enter into any necessary addenda
and change orders with the State's contractor that are necessary to cause the contract construction to
be performed and completed in a satisfactory manner. The State District Engineer's authorized
representative will inform the appropriate City official of any proposed addenda and change orders to
the construction contract that will affect the City participation construction covered under this
Agreement.
B. The City may request additional work or changes to the work in the plans as part of the construction
contract. Such request will be made by an exchange of letter(s) with the State. If the State determines
that the requested additional work or plan changes are necessary or desirable and can be
accommodated without undue disruption to the project, the State will cause the additional work or
plan changes to be made.
2.4. Satisfactory Completion of Contract. The State will perform all other acts and functions necessary to cause
the construction contract to be completed in a satisfactory manner.
3. Maintenance by the City
Upon completion of the Project, the City will provide the following without cost or expense to the State:
3.1. Noise Walls. Maintenance of the non-highway side of the noise wall construction. Maintenance includes
vegetation control, graffiti removal on the non-highway side, and any other maintenance activities
necessary to perpetuate the walls in a safe, usable, and aesthetically acceptable condition.
3.2. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm
sewer facilities constructed under the construction contract that was not included in the drainage for
which the storm sewer facilities were designed, without first obtaining written permission to do so from
the other party.
MnDOT Contract No: 1050748
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Receivable Standard (Cooperative Agreements)
4. Basis of City Cost
4.1. Schedule "I". The Preliminary Schedule "I" includes anticipated City participation construction items and
the construction engineering cost share covered under this Agreement and is based on engineer's
estimated unit prices.
4.2. City Participation Construction. The City will participate in the following at the percentages indicated. The
construction includes the City's proportionate share of item costs for Mobilization and Traffic Control.
A. 10 Percent will be the City's rate of cost participation in all of the noise wall and TMS construction. The
construction includes, but is not limited to, those construction items tabulated on Sheet No. 2 and
No. 3 of the Preliminary Schedule "I".
4.3. Construction Engineering Costs. The City will pay a construction engineering charge equal to 8 percent of
the total City participation construction covered under this Agreement.
4.4. Plan Changes, Additional Construction, Etc. The City will share in the costs of construction contract
addenda and change orders that are necessary to complete the City participation construction covered
under this Agreement, including any City requested additional work and plan changes.
The State reserves the right to invoice the City for the cost of any additional City requested work and plan
changes, construction contract addenda, change orders, and associated construction engineering before
the completion of the contract construction.
4.5. Liquidated Damages. All liquidated damages assessed the State's contractor in connection with the
construction contract will result in a credit shared by each party in the same proportion as their total
construction cost share covered under this Agreement is to the total contract construction cost before any
deduction for liquidated damages.
5. City Cost and Payment by the City
5.1. City Cost. $269,806.55 is the City's estimated share of the costs of the contract construction and the 8
percent construction engineering cost share as shown in the Preliminary Schedule "I". The Preliminary
Schedule "I" was prepared using anticipated construction items and estimated quantities and unit prices
and may include any credits or lump sum costs. Upon award of the construction contract, the State will
prepare a Revised Schedule "I" based on construction contract construction items, quantities, and unit
prices, which will replace and supersede the Preliminary Schedule "I" as part of this Agreement.
5.2. Conditions of Payment. The City will pay the State the City's total estimated construction and construction
engineering cost share, as shown in the Revised Schedule "I", after the following conditions have been
met:
A. Execution of this Agreement and transmittal to the City, including a copy of the Revised Schedule "I".
B. The City's receipt of a written request from the State for the advancement of funds.
5.3. Acceptance of the City's Cost and Completed Construction. The computation by the State of the amount
due from the City will be final, binding, and conclusive. Acceptance by the State of the completed contract
construction will be final, binding, and conclusive upon the City as to the satisfactory completion of the
contract construction.
5.4. Final Payment by the City. Upon completion of all contract construction and upon computation of the final
amount due the State's contractor, the State will prepare a Final Schedule "I" and submit a copy to the
City. The Final Schedule "I" will be based on final quantities and include all City participation construction
MnDOT Contract No: 1050748
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Receivable Standard (Cooperative Agreements)
items and the construction engineering cost share covered under this Agreement. If the final cost of the
City participation construction exceeds the amount of funds advanced by the City, the City will pay the
difference to the State without interest. If the final cost of the City participation construction is less than
the amount of funds advanced by the City, the State will refund the difference to the City without interest.
The State and the City waive claims for any payments or refunds less than $5.00 according to Minnesota
Statutes § 15.415.
6. Authorized Representatives
Each party's Authorized Representative is responsible for administering this Agreement and is authorized to give
and receive any notice or demand required or permitted by this Agreement.
6.1. The State's Authorized Representative will be:
Name, Title: Malaki Ruranika, Cooperative Agreements Engineer (or successor)
Address: 395 John Ireland Boulevard, Mailstop 682, St. Paul, MN 55155
Telephone: (651) 366-4634
E-Mail: malaki.ruranika@state.mn.us
6.2. The City's Authorized Representative will be:
Name, Title: Bernie Weber, Director of Public Works (or successor)
Address: 5500 International Parkway, New Hope, MN 55428
Telephone: (763) 592-6772
E-Mail: publicworks@newhopemn.gov
7. Assignment; Amendments; Waiver; Contract Complete
7.1. Assignment. No party may assign or transfer any rights or obligations under this Agreement without the
prior consent of the other party and a written assignment agreement, executed and approved by the same
parties who executed and approved this Agreement, or their successors in office. The foregoing does not
prohibit the City from contracting with a third-party to perform City maintenance responsibilities covered
under this Agreement.
7.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has
been executed and approved by the same parties who executed and approved the original Agreement, or
their successors in office.
7.3. Waiver. If a party fails to enforce any provision of this Agreement, that failure does not waive the
provision or the party's right to subsequently enforce it.
7.4. Contract Complete. This Agreement contains all prior negotiations and agreements between the State and
the City. No other understanding regarding this Agreement, whether written or oral, may be used to bind
either party.
8. Liability; Worker Compensation Claims
8.1. Each party is responsible for its own acts, omissions, and the results thereof to the extent authorized by
law and will not be responsible for the acts, omissions of others, and the results thereof. Minnesota
Statutes § 3.736 and other applicable law govern liability of the State. Minnesota Statutes Chapter 466 and
other applicable law govern liability of the City.
8.2. Each party is responsible for its own employees for any claims arising under the Workers Compensation
Act.
MnDOT Contract No: 1050748
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Receivable Standard (Cooperative Agreements)
9. Nondiscrimination
Provisions of Minnesota Statutes § 181.59 and of any applicable law relating to civil rights and discrimination are
considered part of this Agreement.
10. State Audits
Under Minnesota Statutes § 16C.05, subdivision 5, the City's books, records, documents, accounting procedures,
and practices relevant to this Agreement are subject to examination by the State and the State Auditor or
Legislative Auditor, as appropriate, for a minimum of six years from the end of this Agreement.
11. Government Data Practices
The City and State must comply with the Minnesota Government Data Practices Act, Minnesota Statutes
Chapter 13, as it applies to all data provided under this Agreement, and as it applies to all data created,
collected, received, stored, used, maintained, or disseminated by the City under this Agreement. The civil
remedies of Minnesota Statutes §13.08 apply to the release of the data referred to in this clause by either the
City or the State.
12. Governing Law; Jurisdiction; Venue
Minnesota law governs the validity, interpretation, and enforcement of this Agreement. Venue for all legal
proceedings arising out of this Agreement, or its breach, must be in the appropriate state or federal court with
competent jurisdiction in Ramsey County, Minnesota.
13. Termination; Suspension
13.1. By Mutual Agreement. This Agreement may be terminated by mutual agreement of the parties.
13.2. Termination for Insufficient Funding. The State may immediately terminate this Agreement if it does not
obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued
at a level sufficient to allow for the performance of contract construction under the Project. Termination
must be by written or fax notice to the City.
13.3. Suspension. In the event of a total or partial government shutdown, the State may suspend this
Agreement and all work, activities and performance of work authorized through this Agreement.
14. Force Majeure
No party will be responsible to the other for a failure to perform under this Agreement (or a delay in
performance), if such failure or delay is due to a force majeure event. A force majeure event is an event beyond
a party's reasonable control, including but not limited to, unusually severe weather, fire, floods, other acts of
God, labor disputes, acts of war or terrorism, or public health emergencies.
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PRELIMINARY SCHEDULE "I"
Agreement No. 1050748
City of New Hope
SP 2772-130 (TH 169=383) Preliminary: December 15, 2022
State Funds
Noise wall and Traffic Management System (TMS) construction to start approximately June 2023 under
State Contract No. ____ with ____
located on Trunk Highway No. 169 from 395 feet north of Bass Lake Road East to 62nd Avenue
CITY COST PARTICIPATION
Noise Wall and TMS Work ItemsFrom Sheet No. 3 249,820.88
Construction Engineering (8%) 19,985.67
(1)Total City Cost $269,806.55
(1) Amount of advance payment as described in Article 5 of the Agreement (estimated amount)
Data is considered Non-public prior to project award. - 1 -
1050748(1) 90% STATE, 10% CITY
(P) = PLAN QUANTITY
ITEM SP 2772-130 UNIT QUANTITY UNIT PRICE COST
NUMBER WORK ITEM (1)
2011.601 AS BUILT LUMP SUM 1.00 11,491.21 11,491.21
2021.501 MOBILIZATION LUMP SUM 1.00 171,000.00 171,000.00
2051.501 MAINT AND RESTORATION OF HAUL ROADS LUMP SUM 1.00 751.21 751.21
2101.502 GRUBBING (P) EACH 22.00 200.00 4,400.00
2101.505 GRUBBING ACRE 0.50 4,637.42 2,318.71
2104.502 SALVAGE SERVICE CABINET EACH 1.00 302.73 302.73
2104.503 REMOVE CHAIN LINK FENCE LIN FT 807.00 12.43 10,031.01
2104.503 REMOVE WOOD FENCE LIN FT 165.00 19.37 3,196.05
2106.507 EXCAVATION - COMMON (P) CU YD 305.00 7.91 2,412.55
2106.507 COMMON EMBANKMENT (CV) (P) CU YD 589.00 5.36 3,157.04
2411.507 STRUCTURAL CONCRETE (3B52) CU YD 10.00 765.05 7,650.50
2422.603 CONCRETE POSTS 12"X18" LIN FT 11,439.00 104.00 1,189,656.00
2422.603 CONCRETE POSTS 12"X20" LIN FT 75.00 193.49 14,511.75
2422.618 WOOD NOISE BARRIER SQ FT 54,896.00 15.00 823,440.00
2451.507 FINE FILTER AGGREGATE (CV) (P) CU YD 570.00 57.88 32,991.60
2533.503 PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337 LIN FT 2,307.00 25.39 58,574.73
2550.502 SERVICE FOUNDATION EACH 1.00 1,180.76 1,180.76
2550.503 2" NON-METALLIC CONDUIT LIN FT 35.00 5.72 200.20
2550.503 POWER CABLE 1 CONDUCTOR NO 2 LIN FT 125.00 2.85 356.25
2550.503 POWER CABLE 1 CONDUCTOR NO 6 LIN FT 160.00 1.63 260.80
2550.602 INSTALL SERVICE CABINET EACH 1.00 790.67 790.67
2550.602 PULL VAULT EACH 1.00 1,441.12 1,441.12
2550.602 SERVICE CABINET TYPE SPECIAL EACH 1.00 2,447.83 2,447.83
2550.603 REROUTE CABLE LIN FT 30.00 3.55 106.50
2554.502 ANCHORAGE ASSEMBLY - TYPE 31 EACH 1.00 1,300.03 1,300.03
2554.502 END TREATMENT-TANGENT TERMINAL EACH 3.00 2,839.81 8,519.43
2554.503 TRAFFIC BARRIER DESIGN TYPE 31 LIN FT 375.00 22.96 8,610.00
2557.502 VEHICULAR GATE-SINGLE EACH 4.00 510.00 2,040.00
2557.502 METAL BRACE ASSEMBLY-CHAIN LINK FENCE EACH 10.00 512.27 5,122.70
2557.502 ELECTRICAL GROUND EACH 6.00 297.11 1,782.66
2557.503 WIRE FENCE DESIGN 60-9322 LIN FT 44.00 21.45 943.80
2563.601 TRAFFIC CONTROL LUMP SUM 1.00 66,135.92 66,135.92
2563.602 PORTABLE BARRIER DELINEATOR EACH 78.00 10.00 780.00
2572.503 TEMPORARY FENCE LIN FT 553.00 3.05 1,686.65
Data is considered Non-public prior to project award. - 2 -
1050748(1) 90% STATE, 10% CITY
(P) = PLAN QUANTITY
ITEM SP 2772-130 UNIT QUANTITY UNIT PRICE COST
NUMBER WORK ITEM (1)
2572.510 PRUNE TREES HOUR 15.00 303.25 4,548.75
2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 1.00 17,155.55 17,155.55
2573.502 STORM DRAIN INLET PROTECTION EACH 1.00 184.29 184.29
2573.502 CULVERT END CONTROLS EACH 1.00 167.07 167.07
2573.503 SILT FENCE, TYPE HI LIN FT 130.00 3.01 391.30
2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 6,503.00 3.27 21,264.81
2574.505 SUBSOILING (P) ACRE 1.70 252.39 429.06
2574.505 SOIL BED PREPARATION (P) ACRE 1.70 150.48 255.82
2574.508 FERTILIZER TYPE 3 POUND 573.00 0.62 355.26
2575.504 ROLLED EROSION PREVENTION CATEGORY 20 SQ YD 7,263.00 1.40 10,168.20
2575.504 ROLLED EROSION PREVENTION CATEGORY 25 SQ YD 1,110.00 1.63 1,809.30
2575.505 SEEDING (P) ACRE 1.70 186.46 316.98
2575.505 WEED SPRAYING ACRE 1.70 269.50 458.15
2575.506 WEED SPRAY MIXTURE GALLON 1.00 91.00 91.00
2575.508 SEED MIXTURE 33-261 POUND 8.00 24.44 195.52
2575.508 SEED MIXTURE 35-241 POUND 54.00 15.32 827.28
TOTAL $2,498,208.75
(1) 90% STATE COST $2,248,387.88
10% CITY COST $249,820.88
Data is considered Non-public prior to project award. - 3 -
MnDOT Contract No: 1050748
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Receivable Standard (Cooperative Agreements)
CITY OF NEW HOPE
The undersigned certify that they have lawfully
executed this contract on behalf of the Governmental
Unit as required by applicable charter provisions,
resolutions, or ordinances.
By:
Title:
Date:
By:
Title:
Date:
DEPARTMENT OF TRANSPORTATION
Recommended for Approval:
By:
(District Engineer)
Date:
Approved:
By:
(State Design Engineer)
Date:
COMMISSIONER OF ADMINISTRATION
By:
(With Delegated Authority)
Date:
INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION.
CITY OF NEW HOPE
RESOLUTION
IT IS RESOLVED that the City of New Hope enter into MnDOT Agreement No. 1050748 with the State of Minnesota,
Department of Transportation for the following purposes:
To provide for payment by the City to the State of the City's share of the costs of the noise wall and TMS
construction and other associated construction to be performed upon, along, and adjacent to Trunk Highway
No. 169 from 395 feet north of bass Lake Road East to 62nd Avenue within the corporate City limits under State
Project No. 2772-130 (TH 169=383).
IT IS FURTHER RESOLVED that the Mayor and the
(Title)
are authorized to execute the Agreement and any amendments to the Agreement.
CERTIFICATION
I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the City of New
Hope at an authorized meeting held on the day of
, 2023, as shown by the minutes of the meeting in my possession.
Subscribed and sworn to me this
day of , 2023
Notary Public
My Commission Expires
(Signature)
(Type or Print Name)
(Title)
I:\RFA\PUBWORKS\2023\Council\1016 TH169 42nd Ave\RFA MnDOT cooperative construction agreements
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution approving a cooperative construction agreement between the City of New Hope and the State
of Minnesota Department of Transportation for the bridge and interchange reconstruction project along
TH 169 at 42nd Avenue North (Improvement Project No. 1016)
Requested Action
Staff recommends that the Council pass a resolution approving the cooperative agreement between the City of
New Hope and the State of Minnesota Department of Transportation (MnDOT) for the reconstruction of the
bridge and interchange along TH 169 at 42nd Avenue North.
Policy/Past Practice
It is past practice to request direction from the City Council on potential upcoming infrastructure projects.
Through a cooperative agreement with MnDOT, the city took part in construction of noise walls in 2003, 2012,
and 2016. The agreement for Improvement Project No. 1016 is similar to the previously executed agreements
for noise walls.
Background
New Hope Public Works and engineering staff have met with representatives from MnDOT, Hennepin
County, and the City of Plymouth to discuss improvements along 42nd Avenue because of the replacement of
the TH 169 / 42nd Avenue (CSAH 9) bridge and interchange. The existing bridge is nearing the end of its
useful life. Staff provided the City Council with an update on this project at past work sessions as well as
talked about other improvements associated with trails, signals, watermain, lighting, and burying of power.
The project was originally planned to be done in 2024, but MnDOT moved up the construction year to 2023.
At the January 24, 2022, council meeting the City Council approved a waiver of municipal consent for MnDOT
to obtain additional right of way as described in Minnesota Statutes 161.162 to 161.167 to accommodate for the
ADA ramps and trail improvements. At that time, city staff indicated to the council that the attached
agreements would be forthcoming.
Funding
The city will have costs associated with the signal improvements at Gettysburg Avenue North. As part of the
MnDOT agreement the city will contribute a lump sum of $102,694.83 to the state as the city’s share of
construction cost.
Attachments
Resolution
MnDOT Agreement
Agenda Section
Consent
Item Number
6.8
City of New Hope
Resolution No. 23‐
Resolution approving a cooperative construction agreement between the City of New Hope
and the State of Minnesota Department of Transportation for the bridge and interchange
reconstruction project along TH 169 at 42nd Avenue North
(Improvement Project No. 1016)
WHEREAS, the State of Minnesota Department of Transportation wishes to reconstruct a bridge and
traffic interchange partially within the city limits along Trunk Highway 169 at 42nd Avenue
North; and
WHEREAS, the state requests the city participate in the costs of the bridge and interchange
reconstruction and the city agrees to participate in the cost of said construction with a lump
sum amount equal to $102,694.83; and
WHEREAS, Minnesota statutes authorize the commissioner of transportation to make arrangements
with and cooperate with any government authority for the purpose of constructing,
maintaining, and improving the trunk highway system.
NOW, THEREFORE, BE IT RESOLVED,
1. The City of New Hope enter into MnDOT Agreement No. 1051444 with the State of
Minnesota, Department of Transportation for the following purposes:
a. To provide for payment by the City of New Hope to the State of the City of
New Hopeʹs share of the costs of the signal, ADA improvements, trail, and
Bridge No. 27416 construction and other associated construction to be
performed upon, along, and adjacent to Trunk Highway No. 169 at County
State Aid Highway No. 9 (42nd Avenue North) within the corporate limits of
the City of New Hope under State Project No. 2772‐115.
IT IS FURTHER RESOLVED,
2. That the mayor and acting city manager are authorized to execute the Agreements
and any amendments to the Agreements.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 23rd day of
January, 2023.
_________________________
Mayor
Attest: __________________________
City Clerk
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-1-
STATE OF MINNESOTA
DEPARTMENT OF TRANSPORTATION
AND
CITY OF PLYMOUTH
AND
CITY OF NEW HOPE
AND
HENNEPIN COUNTY
COOPERATIVE CONSTRUCTION
AGREEMENT
State Project Number (SP): 2772-115
Trunk Highway Number (TH): 169=383
State Project Number (SP): 027-609-042
State Project Number (SP): 182-020-027
State Project Number (SP): 155-020-021
Federal Project Number: STBG 2723(093)
Signal System A ID: 4344814
Signal System B ID: 4344813
Bridge Number: 27416
Plymouth Estimated Amount Receivable
$134,833.72
New Hope Estimated Amount Receivable
$102,694.83
County Estimated Total Obligation
$3,589,487.84
County Estimated Federal Aid
$2,796,234.59
County Estimated Non-Federal Aid
$793,253.25
This Agreement is between the State of Minnesota, acting through its Commissioner of Transportation (State), the
City of Plymouth, acting through its City Council (Plymouth), the City of New Hope, acting through its City Council
(New Hope), and Hennepin County, acting through its Board of Commissioners (County).
Recitals
1. The State will perform grading, bituminous surfacing, ADA improvements, signals, lighting, and Bridge
No. 27416 construction and other associated construction upon, along, and adjacent to Trunk Highway
No. 169 at County State Aid Highway (CSAH) No. 9 (Rockford Road/42nd Avenue North) according to
State-prepared plans, specifications, and special provisions designated by the State as State Project
No. 2772-115 (TH 169=383) (Project); and
2. Plymouth has requested the State include in its Project roadway, signal, ADA improvements, trail, and Bridge
No. 27416 construction; and
3. Plymouth will participate in the costs of the roadway, signal, ADA improvements, trail, and Bridge No. 27416
construction and associated construction engineering; and
4. New Hope has requested the State include in its Project signal, ADA improvements, trail, and Bridge No.
27416 construction; and
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-2-
5. New Hope will participate in the costs of the signal, ADA improvements, trail, and Bridge No. 27416
construction and associated construction engineering; and
6. The County has requested the State include in its Project roadway, signal, ADA improvements, trail and
Bridge No. 27416 construction; and
7. The County will participate in the costs of the roadway, signal, ADA improvements, trail and Bridge
No. 27416 construction and associated construction engineering; and
8. The federally eligible County participation construction will be reduced by the amount of Federal aid funding
received for said construction; and
9. The County will make Federal aid funds available for eligible Plymouth and New Hope construction and
Plymouth and New Hope will cost share in the County's Federal aid match for the federally eligible
construction; and
10. Since a portion of the Project is on the National Highway System (NHS) Right-of-Way, the State will perform
oversight engineering of that portion of the Project in connection with the construction as required by the
Stewardship Plan between the Federal Highway Administration (FHWA) and the State, dated May 2015, to
ensure that the Federal-aid Highway Program is delivered consistent with applicable laws, regulations, and
policies and any construction activity undertaken on or affecting the trunk highway system is designed and
constructed in accordance with the laws and rules of the State of Minnesota and policies of the Department
of Transportation; and
11. Minnesota Statutes § 161.45, subdivision 2, allows for Plymouth, New Hope, and County-owned utility
relocation to be included in a State construction contract, and payment by Plymouth, New Hope, and the
County for such relocation according to applicable statutes and rules for utilities on trunk highways; and
12. Minnesota Statutes § 161.20, subdivision 2 authorizes the Commissioner of Transportation to make
arrangements with and cooperate with any governmental authority for the purposes of constructing,
maintaining, and improving the trunk highway system.
Agreement
1. Term of Agreement; Survival of Terms; Plans; Incorporation of Exhibits
1.1. Effective Date. This Agreement will be effective on the date the State obtains all signatures required by
Minnesota Statutes § 16C.05, subdivision 2.
1.2. Expiration Date. This Agreement will expire when all obligations have been satisfactorily fulfilled.
1.3. Survival of Terms. All clauses which impose obligations continuing in their nature and which must survive
in order to give effect to their meaning will survive the expiration or termination of this Agreement,
including, without limitation, the following clauses: 3. Maintenance by Plymouth; 4. Maintenance by New
Hope; 5. Maintenance by the County; 15. Liability; Worker Compensation Claims; 17. State Audits;
18. Government Data Practices; 20. Governing Law; Jurisdiction; Venue; and 22. Force Majeure. The terms
and conditions set forth in Article 6. Signal Systems and EVP Systems Operation and Maintenance will
survive the expiration of this Agreement, but may be terminated by another Agreement between the
parties.
1.4. Plans, Specifications, and Special Provisions. Plans, specifications, and special provisions designated by
the State as State Project No. 2772-115 (TH 169=383) are on file in the office of the Commissioner of
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-3-
Transportation at Saint Paul, Minnesota, and incorporated into this Agreement by reference
(Project Plans).
1.5. Exhibits. Preliminary Schedule "I" is on file in the office of Plymouth's City Engineer, in the office of New
Hope's City Engineer, in the office of the County Highway Engineer, and attached and incorporated into
this Agreement.
2. Construction by the State
2.1. Contract Award. The State will advertise for bids and award a construction contract to the lowest
responsible bidder according to the Project Plans.
2.2. Direction, Supervision, and Inspection of Construction
A. Supervision and Inspection by the State. The State will direct and supervise all construction activities
performed under the construction contract, and perform all construction engineering and inspection
functions in connection with the contract construction. All contract construction will be performed
according to the Project Plans.
B. Inspection by Plymouth, New Hope, and the County. The Plymouth, New Hope, and County
participation construction covered under this Agreement will be open to inspection by Plymouth, New
Hope, and the County. If Plymouth, New Hope, or the County believes their respective participation
construction covered under this Agreement has not been properly performed or that the construction
is defective, Plymouth, New Hope, or the County will inform the State District Engineer's authorized
representative in writing of those defects. Any recommendations made by Plymouth, New Hope, or the
County are not binding on the State. The State will have the exclusive right to determine whether the
State's contractor has satisfactorily performed the Plymouth, New Hope, and County participation
construction covered under this Agreement.
2.3. Performance of Oversight Engineering.
A. The State will perform oversight engineering on that portion of the Project involving the reconstruction
of Bridge No. 27416 over the State's Trunk Highway Right-of-Way as required by the FHWA
Stewardship Agreement pertaining to work by local agencies on the NHS.
B. Oversight engineering will consist of the following items which impact the NHS:
i. Review, approve, and provide concurrence of all change orders that pertain to the work on the
Trunk Highway Right-of-Way; and
ii. Review of documented inspection and materials testing; and
iii. Periodic construction inspections; and
iv. Review traffic control; and
v. Periodically attend weekly meetings; and
vi. Review contractor's schedules; and
vii. Review/approval of any closures of lanes on the Trunk Highway; and
viii. Any other oversight engineering duties required by the FHWA and/or the State.
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-4-
2.4. Plan Changes, Additional Construction, Etc.
A. Subject to the approval provisions of this Section 2.4.A., Plymouth, New Hope, and the County agree
that the State may make changes in the Project Plans and contract construction that are reasonably
necessary to cause the contract construction to be in all things performed and completed in a
satisfactory manner. Except in cases of emergency, to ensure safety, or to comply with environmental
laws and regulations, Plymouth, New Hope, and the County shall have the right to review and approve
any material changes to Project Plans related to Plymouth's, New Hope's, or the County's respective
infrastructure or cost participation prior to the work being performed. Plymouth, New Hope, or the
County shall respond to the State’s request for approval, which Plymouth, New Hope, or the County
shall not unreasonably withhold, to authorize the issuance of any negotiated change orders or
supplemental agreements within a reasonable time frame that accounts for Project construction
deadlines. Plymouth, New Hope, and the County will be responsible for any delay claims from State’s
Contractor due to Plymouth's, New Hope's, or the County’s respective failures to provide such timely
response. Deviations from the Project Plans for Plymouth, New Hope, or County-Owned facilities will
be documented, and record drawing information will be provided to Plymouth, New Hope, or the
County upon completion of The Project. The Plymouth, New Hope, and County approval provisions set
forth herein shall not otherwise alter or affect the State’s authority to direct and supervise the
construction contract under Section 2.2.A.
B. Plymouth, New Hope, or the County may request additional work or changes to the work in the plans
as part of the construction contract. Such request will be made by an exchange of letter(s) with the
State. If the State determines that the requested additional work or plan changes are necessary or
desirable and can be accommodated without undue disruption to the Project, the State will cause the
additional work or plan changes to be made.
2.5. Satisfactory Completion of Contract. The State will perform all other acts and functions necessary to cause
the construction contract to be completed in a satisfactory manner.
2.6. Permits
A. Plymouth, New Hope, and County will submit to the State's Utility Engineer an original permit
application for all utilities owned respectively by Plymouth, New Hope, or the County to be constructed
hereunder that are upon and within the Trunk Highway Right-of-Way. Applications for permits will be
made on State form "Application For Utility Permit On Trunk Highway Right-of-Way" (Form 2525).
B. Limited Use Permit No. 2772-0259. Plymouth will obtain, through the District's Right-of-Way Area
Manager, Limited Use Permit No. 2772-0259 to cover Plymouth's liability responsibilities of the trails to
be constructed upon the State Right-of-Way.
C. Limited Use Permit No. 2772-0261. New Hope will obtain, through the District's Right of Way Area
Manager, Limited Use Permit No. 2772-0261 to cover New Hope's liability responsibilities of the trails
to be constructed upon the State Right of Way.
2.7. Replacement of Castings. Adjustments to certain Plymouth, New Hope, or County-owned facilities,
including but not limited to, valve boxes and frame and ring castings, may be performed by the State's
contractor under the construction contract. Plymouth, New Hope, or the County will furnish the contractor
with new units and/or parts for those in place Plymouth, New Hope, or County-owned facilities when
replacements are required and not covered by a contract pay item, without cost or expense to the State or
the contractor, except for replacement of units and/or parts broken or damaged by the contractor.
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-5-
3. Maintenance by Plymouth
Upon completion of the Project, Plymouth will provide the following without cost or expense to the State:
3.1. Sidewalks. Maintenance of any sidewalk construction within the limits of the City of Plymouth, including
stamped and colored concrete sidewalk (if any) and pedestrian ramps. Maintenance includes, but is not
limited to, snow, ice and debris removal, patching, crack repair, panel replacement, cross-street pedestrian
crosswalk markings, vegetation control of boulevards (if any), and any other maintenance activities
necessary to perpetuate the sidewalks in a safe, useable, and aesthetically acceptable condition.
The State will maintain crosswalk markings on the Trunk Highway at ramps which intersect with Plymouth
roads.
3.2. Trails. Maintenance of any trails construction within the limits of the City of Plymouth. Maintenance
includes, but is not limited to, snow and ice control/removal, sweeping and debris removal, patching, crack
repair, pavement replacement, vegetation control, signing, pavement markings, and any other
maintenance activities necessary to perpetuate the trails in a safe and usable condition. Limited Use
Permit No. 2772-0259 will further address Plymouth's responsibilities for the trails.
3.3. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm
sewer facilities constructed under the construction contract that was not included in the drainage for
which the storm sewer facilities were designed, without first obtaining written permission to do so from
the owner of the storm sewer facilities.
3.4. Future Responsibilities. Upon completion of the frontage road construction, Plymouth will accept full and
total responsibility and all obligations and liabilities arising out of or by reason of the use, operation,
maintenance, repair, and reconstruction of the frontage road north of CSAH 9 and west of TH 169 and all
of the facilities constructed as part of this Agreement, without cost or expense to the State.
4. Maintenance by New Hope
Upon completion of the Project, New Hope will provide the following without cost or expense to the State:
4.1. Sidewalks. Maintenance of any sidewalk construction within the limits of the City of New Hope, including
stamped and colored concrete sidewalk (if any) and pedestrian ramps. Maintenance includes, but is not
limited to, snow, ice and debris removal, patching, crack repair, panel replacement, cross-street pedestrian
crosswalk markings, vegetation control of boulevards (if any), and any other maintenance activities
necessary to perpetuate the sidewalks in a safe, useable, and aesthetically acceptable condition.
The State will maintain crosswalk markings on the Trunk Highway at ramps which intersect with City roads.
4.2. Trails. Maintenance of any trails construction within the limits of the City of New Hope. Maintenance
includes, but is not limited to, snow and ice control/removal, sweeping and debris removal, patching, crack
repair, pavement replacement, vegetation control, signing, pavement markings, and any other
maintenance activities necessary to perpetuate the bikeways and shared use paths in a safe and usable
condition. Limited Use Permit No. 2772-0261 will further address New Hope's responsibilities for the trails.
4.3. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm
sewer facilities constructed under the construction contract that was not included in the drainage for
which the storm sewer facilities were designed, without first obtaining written permission to do so from
the owner of the storm sewer facilities.
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-6-
5. Maintenance by the County
Upon completion of the Project, the County will provide the following without cost or expense to the State:
5.1. Bridge No. 27416 (CSAH 9 over TH 169). The State will share ownership responsibilities with the County.
The State will be listed as the owner in the NBIS (National Bridge Inspection Standards) database. The State
and County responsibilities are as follows:
A. County Responsibilities. The County will be responsible for minor maintenance and repair, which
includes all non-structural maintenance activities on the bridge without any cost to the State. Minor
maintenance and repair includes, but is not limited to, keeping the roadway, bridge deck, shoulders,
medians, gutters, sidewalks, bikeways, and shared use paths clear of ice, snow, litter, and debris,
appropriate disposal of such material, pavement markings, guardrail, non-structurally supported
signing, and any other maintenance activities necessary to perpetuate the bridge in a safe, usable, and
aesthetically acceptable condition. The County will be responsible for oversize, overweight and special
use permits.
The County will own and perform maintenance and repair of aesthetic elements on Bridge No. 27416:
ornamental metal railing and any elements later added to the bridge. Maintenance and repair includes,
but is not limited to, painting, graffiti removal, panel replacement, and any other maintenance activity
necessary to perpetuate the aesthetic elements in a safe, usable, and aesthetically acceptable
condition.
Future replacement of the bridge will be in accordance with the Cost Participation Policy.
B. State Responsibilities. The State will perform structural inspections and major maintenance of the
bridge without any cost to the County. Major maintenance includes all structural related maintenance,
including expansion joint flushing, deck crack sealing, painting, overlays, re-decking and rehabilitation
of the bridge, concrete bridge approach panels, and structurally-supported signing on the bridge.
The State is responsible for maintenance of all guardrails on TH 94 below the Bridge, roadway signing
that is attached to the bridge for the purpose of the TH 94 traffic, non-ornamental fencing on the Trunk
Highway Right Of Way, and graffiti removal within the control of access below the bridge. The State will
determine the safe load rating for the bridge. The State will provide emergency response for traffic hits
and restitution from insurance companies or private parties who have damaged the bridge.
5.2. Additional Drainage. No party to this Agreement will drain any additional drainage volume into the storm
sewer facilities constructed under the construction contract that was not included in the drainage for
which the storm sewer facilities were designed, without first obtaining written permission to do so from
the owner of the storm sewer facilities.
6. Signal Systems and EVP Systems Operation and Maintenance
Operation and maintenance responsibilities will be as follows for the Signal Systems and EVP Systems on TH 169
at the CSAH 9/Rockford Road west ramps (Signal System A), on TH 169 at the CSAH 9/42nd Ave. east ramps
(Signal System B), and for the Interconnect on TH 169 from the CSAH 9/Rockford Road west ramps to the
CSAH 9/42nd Ave. east ramps.
6.1. Plymouth Responsibilities. Plymouth will be responsible for the hook-up cost and application to secure an
adequate power supply to the service pad(s) or pole(s) and will pay all monthly electrical service expenses
necessary to operate Signal System A and the associated EVP System and Interconnect.
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-7-
A. Minor Signal System A Maintenance. Plymouth will provide for the following, without cost to the
State.
i. Maintain the signal pole mounted LED luminaires, including replacing the luminaires when
necessary. The LED luminaire must be replaced when it fails or when light levels drop below
recommended AASHTO levels for the installation.
ii. Replace the Signal System LED indications. Replacing LED indications consists of replacing each LED
indication when it reaches end of life per the MnDOT Traffic Engineering Manual or fails or no
longer meets Institute of Traffic Engineers (ITE) standards for light output.
iii. Clean the Signal System controller cabinet and service cabinet exteriors.
iv. Clean the Signal System and luminaire mast arm extensions.
v. Paint and maintain the cross-street pedestrian crosswalk markings.
6.2. New Hope Responsibilities. New Hope will be responsible for the hook-up cost and application to secure
an adequate power supply to the service pad(s) or pole(s) and will pay all monthly electrical service
expenses necessary to operate Signal System B and the associated EVP System and Interconnect.
A. Minor Signal System B Maintenance. New Hope will provide for the following, without cost to the
State.
i. Maintain the signal pole mounted LED luminaires, including replacing the luminaires when
necessary. The LED luminaire must be replaced when it fails or when light levels drop below
recommended AASHTO levels for the installation.
ii. Replace the Signal System LED indications. Replacing LED indications consists of replacing each LED
indication when it reaches end of life per the MnDOT Traffic Engineering Manual or fails or no
longer meets Institute of Traffic Engineers (ITE) standards for light output.
iii. Clean the Signal System controller cabinet and service cabinet exteriors.
iv. Clean the Signal System and luminaire mast arm extensions.
v. Paint and maintain the cross-street pedestrian crosswalk markings.
6.3. State Responsibilities
A. Interconnect; Timing; Other Maintenance. The State will maintain the Interconnect and signing, and
perform all other Signal System, APS, and signal pole luminaire circuit maintenance without cost to
Plymouth, New Hope, or the County. All Signal System timing will be determined by the State, and no
changes will be made without the State's approval.
B. EVP Systems Operation. The EVP Systems will be installed, operated, maintained, and removed
according to the following conditions and requirements:
i. All maintenance of the EVP Systems must be done by State forces.
ii. Emitter units may be installed only on authorized emergency vehicles, as defined in Minnesota
Statutes § 169.011, Subdivision 3. Authorized emergency vehicles may use emitter units only when
responding to an emergency. Plymouth, New Hope, and the County will provide the State's District
Engineer or their designated representative a list of all vehicles with emitter units, if requested by
the State.
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-8-
iii. Malfunction of the EVP Systems must be reported to the State immediately.
iv. In the event the EVP Systems or its components are, in the opinion of the State, being misused or
the conditions set forth in Paragraph ii. above are violated, and such misuse or violation continues
after Plymouth, New Hope, or the County receives written notice from the State, the State may
remove the EVP Systems. Upon removal of the EVP Systems pursuant to this Paragraph, all of its
parts and components become the property of the State.
v. All timing of the EVP Systems will be determined by the State.
6.4. Right-of-Way Access. Each party authorizes the other party to enter upon their respective public
right-of-way to perform the maintenance activities described in this Agreement.
7. Basis of Plymouth Cost
7.1. Schedule "I". The Preliminary Schedule "I" includes anticipated Plymouth participation construction items,
County Furnished Materials lump sum amounts, and the construction engineering cost share covered
under this Agreement, and is based on engineer's estimated unit prices.
7.2. Plymouth Participation Construction. Plymouth will participate in the following at the percentages
indicated. The construction includes Plymouth's proportionate share of item costs for Mobilization, Field
Office, Field Laboratory, and Traffic Control. County Federal aid funds will be applied at a rate of 80
Percent for construction covered in Sub Articles A and B below. Plymouth and the County will participate in
the Federal match for Sub Article A below. Plymouth, New Hope, and the County will participate in the
Federal match for Sub Article B below. The Federal aid funds will be capped upon Project award. Any costs
above the capped Federal Aid funds, including change orders and overruns, will be covered by Plymouth,
New Hope, and the County as appropriate.
A. 10 Percent will be Plymouth's match to the County Federal Aid funds in all of the roadway, signal, ADA
improvements, and trail construction. The construction includes, but is not limited to, those
construction items tabulated on Sheet Nos. 6 and 7 of the Preliminary Schedule "I".
B. 5 Percent will be the Plymouth's match to the County Federal Aid funds in all of the Bridge No. 27416
construction. The construction includes, but is not limited to, those construction items tabulated on
Sheet Nos. 9 and 10 of the Preliminary Schedule "I".
7.3. County Furnished Materials. The County will furnish a cabinet, controller, and video detection camera,
according to the Project Plans, to operate Traffic Control Signal System C. Plymouth's lump sum share for
County Furnished Materials is $27,500.00. Plymouth's cost share for County Furnished Materials will be
added to Plymouth's total construction cost share as shown in the Schedule "I".
7.4. Construction Engineering Costs. Plymouth will pay a construction engineering charge equal to 8 percent of
the total Plymouth participation construction covered under this Agreement.
7.5. Plan Changes, Additional Construction, Etc. Plymouth will share in the costs of construction contract
addenda and change orders that are necessary to complete Plymouth participation construction covered
under this Agreement, including any Plymouth requested additional work and plan changes.
The State reserves the right to invoice Plymouth for the cost of any additional Plymouth requested work
and plan changes, construction contract addenda, change orders, and associated construction engineering
before the completion of the contract construction.
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-9-
7.6. Liquidated Damages. All liquidated damages assessed the State's contractor in connection with the
construction contract will result in a credit shared by each party in the same proportion as their total
construction cost share covered under this Agreement is to the total contract construction cost before any
deduction for liquidated damages.
8. Plymouth Cost and Payment by Plymouth
8.1. Plymouth Cost. $134,833.72 is Plymouth's estimated share of the costs of the contract construction,
County Furnished Materials, and the construction engineering cost share as shown in the Preliminary
Schedule "I". The Preliminary Schedule "I" was prepared using anticipated construction items and
estimated quantities and unit prices and may include any credits or lump sum costs. Upon award of the
construction contract, the State will prepare a Revised Schedule "I" based on construction contract
construction items, quantities, and unit prices, which will replace and supersede the Preliminary Schedule
"I" as part of this Agreement.
8.2. Conditions of Payment. Plymouth will pay the State Plymouth's total estimated construction and
construction engineering cost share, as shown in the Revised Schedule "I", after the following conditions
have been met:
A. Execution of this Agreement and transmittal to Plymouth, including a copy of the Revised Schedule "I".
B. Plymouth's receipt of a written request from the State for the advancement of funds.
8.3. Acceptance of Plymouth's Cost and Completed Construction. The computation by the State of the amount
due from Plymouth will be final, binding and conclusive. Acceptance by the State of the completed
contract construction will be final, binding, and conclusive upon Plymouth as to the satisfactory
completion of the contract construction.
8.4. Final Payment by Plymouth. Upon completion of all contract construction and upon computation of the
final amount due the State's contractor and determination by the Federal Highway Administration of the
amount of its reimbursement to the State, the State will prepare a Final Schedule "I" and submit a copy to
Plymouth. The Final Schedule "I" will be based on final quantities, and include all Plymouth participation
construction items and the construction engineering cost share covered under this Agreement. If the final
cost of the Plymouth participation construction exceeds the amount of funds advanced by Plymouth,
Plymouth will pay the difference to the State without interest. If the final cost of the Plymouth
participation construction is less than the amount of funds advanced by Plymouth, the State will refund
the difference to Plymouth without interest.
The State and Plymouth waive claims for any payments or refunds less than $5.00 according to Minnesota
Statutes § 15.415.
9. Basis of New Hope Cost
9.1. Schedule "I". The Preliminary Schedule "I" includes anticipated New Hope participation construction items,
County Furnished Materials lump sum amounts, and the construction engineering cost share covered
under this Agreement, and is based on engineer's estimated unit prices.
9.2. City Participation Construction. New Hope will participate in the following at the percentages indicated.
The construction includes New Hope's proportionate share of item costs for Mobilization, Field Office,
Field Laboratory and Traffic Control. County Federal aid funds will be applied at a rate of 80 Percent for
construction covered in Sub Articles A and B below. New Hope and the County will participate in the
Federal match for Sub Article A below. Plymouth, New Hope, and the County will participate in the Federal
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-10-
match for Sub Article B below. The Federal aid funds will be capped upon Project award. Any costs above
the capped Federal Aid funds, including change orders and overruns, will be covered by Plymouth, New
Hope, and the County as appropriate.
A. 10 Percent will be New Hope's match to the County Federal Aid funds in all of the signal, ADA
improvements, and trail construction. The construction includes, but is not limited to, those
construction items tabulated on Sheet No. 5 of the Preliminary Schedule "I".
B. 5 Percent will be New Hope's match to the County Federal Aid funds in all of the Bridge No. 27416
construction. The construction includes, but is not limited to, those construction items tabulated on
Sheet Nos. 9 and 10 of the Preliminary Schedule "I".
9.3. County Furnished Materials. The County will furnish a cabinet, controller, and video detection camera,
according to the Project Plans, to operate Traffic Control Signal System D. New Hope's lump sum share for
County Furnished Materials is $27,500.00. New Hope's cost share for County Furnished Materials will be
added to New Hope's total construction cost share as shown in the Schedule "I".
9.4. Construction Engineering Costs. New Hope will pay a construction engineering charge equal to 8 percent
of the total City participation construction covered under this Agreement.
9.5. Plan Changes, Additional Construction, Etc. New Hope will share in the costs of construction contract
addenda and change orders that are necessary to complete New Hope participation construction covered
under this Agreement, including any New Hope requested additional work and plan changes.
The State reserves the right to invoice New Hope for the cost of any additional New Hope requested work
and plan changes, construction contract addenda, change orders, and associated construction engineering
before the completion of the contract construction.
9.6. Liquidated Damages. All liquidated damages assessed the State's contractor in connection with the
construction contract will result in a credit shared by each party in the same proportion as their total
construction cost share covered under this Agreement is to the total contract construction cost before any
deduction for liquidated damages.
10. New Hope Cost and Payment by New Hope
10.1. New Hope Cost. $102,694.83 is New Hope's estimated share of the costs of the contract construction,
County Furnished Materials, and the construction engineering cost share as shown in the Preliminary
Schedule "I". The Preliminary Schedule "I" was prepared using anticipated construction items and
estimated quantities and unit prices and may include any credits or lump sum costs. Upon award of the
construction contract, the State will prepare a Revised Schedule "I" based on construction contract
construction items, quantities, and unit prices, which will replace and supersede the Preliminary
Schedule "I" as part of this Agreement.
10.2. Conditions of Payment. New Hope will pay the State New Hope's total estimated construction and
construction engineering cost share, as shown in the Revised Schedule "I", after the following conditions
have been met:
A. Execution of this Agreement and transmittal to New Hope, including a copy of the Revised Schedule "I".
B. New Hope's receipt of a written request from the State for the advancement of funds.
10.3. Acceptance of New Hope's Cost and Completed Construction. The computation by the State of the
amount due from New Hope will be final, binding and conclusive. Acceptance by the State of the
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-11-
completed contract construction will be final, binding, and conclusive upon New Hope as to the
satisfactory completion of the contract construction.
10.4. Final Payment by New Hope. Upon completion of all contract construction and upon computation of the
final amount due the State's contractor and determination by the Federal Highway Administration of the
amount of its reimbursement to the State, the State will prepare a Final Schedule "I" and submit a copy to
New Hope. The Final Schedule "I" will be based on final quantities, and include all New Hope participation
construction items and the construction engineering cost share covered under this Agreement. If the final
cost of the New Hope participation construction exceeds the amount of funds advanced by New Hope,
New Hope will pay the difference to the State without interest. If the final cost of the New Hope
participation construction is less than the amount of funds advanced by New Hope, the State will refund
the difference to New Hope without interest.
The State and New Hope waive claims for any payments or refunds less than $5.00 according to Minnesota
Statutes § 15.415.
11. Basis of County Cost
11.1. Schedule "I". The Preliminary Schedule "I" includes anticipated County participation construction items,
State Furnished Materials lump sum amounts, County Furnished Materials lump sum amounts, and the
construction engineering cost share covered under this Agreement, and is based on engineer's estimated
unit prices.
11.2. County Participation Construction. The County will participate in the following at the percentages
indicated. The construction includes the County's proportionate share of item costs for Mobilization, Field
Office, Field Laboratory and Traffic Control. It is anticipated that Federal aid funding will be available to the
County as defined below. The County may be billed for the match of their cost participation as shown on
the Schedule "I". County costs will include an amount equal to all anticipated Federal aid funding not
applied to the federally eligible County participation construction. Federal aid funds will be applied at a
rate of 80 Percent for construction covered in Sub Articles A through D below. Plymouth will participate in
the Federal match for Sub Articles C and D below. New Hope will participate in the Federal match for Sub
Articles B and D below. The Federal aid funds will be capped upon Project award. Any costs above the
capped Federal Aid funds, including change orders and overruns, will be covered by Plymouth, New Hope,
and the County as appropriate.
A. 20 Percent will be the County's match to the Federal Aid funds in all of the roadway, ADA
improvements, and trail construction. The construction includes, but is not limited to, those
construction items tabulated on Sheet Nos. 2 and 3 of the Preliminary Schedule "I".
B. 10 Percent will be the County's match to the Federal Aid funds in all of the signal, ADA improvements,
and trail construction. The construction includes, but is not limited to, those construction items
tabulated on Sheet No. 5 of the Preliminary Schedule "I".
C. 10 Percent will be the County's match to the Federal Aid funds in all of the roadway, signal, ADA
improvements, and trail construction. The construction includes, but is not limited to, those
construction items tabulated on Sheet Nos. 6 and 7 of the Preliminary Schedule "I". Federal aid funds
will be applied at a rate of 80 Percent.
D. 10 Percent will be the County's match to the Federal Aid funds in all of the Bridge No. 27416
construction. The construction includes, but is not limited to, those construction items tabulated on
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-12-
Sheet Nos. 9 and 10 of the Preliminary Schedule "I". The County Bridge cost will be capped upon
Project award.
11.3. State Furnished Materials. The State will furnish two cabinets and two PTZ cameras (State Furnished
Materials), according to the Project Plans, to operate Traffic Control Signal Systems A and B covered under
this Agreement. The County's lump sum share for State Furnished Materials is $44,166.38. The County's
cost share for State Furnished Materials will be added to the County's total construction cost share as
shown in the Schedule "I".
11.4. County Furnished Materials Credit. The County will furnish two cabinets, two controllers, and two video
detection cameras (County Furnished Materials), according to the Project Plans, to operate Traffic Control
Signal Systems C and D. Plymouth's lump sum share for State Furnished Materials is $27,500.00. New
Hope's lump sum share for County Furnished Materials is $27,500.00. Plymouth's and New Hope's cost
shares for County Furnished Materials will be added to Plymouth's and New Hope's respective
construction cost shares as shown in the Schedule "I". The State will credit Plymouth's and New Hope's
cost shares for County Furnished Materials to the County as shown in the Schedule "I".
11.5. Construction Engineering Costs. The County will pay a construction engineering charge equal to 8 percent
of the total County participation construction covered under this Agreement.
11.6. Plan Changes, Additional Construction, Etc. The County will share in the costs of construction contract
addenda and change orders that are necessary to complete the County participation construction covered
under this Agreement, including any County requested additional work and plan changes.
The State reserves the right to invoice the County for the cost of any additional County requested work
and plan changes, construction contract addenda, change orders, and associated construction engineering
before the completion of the contract construction.
11.7. Liquidated Damages. All liquidated damages assessed the State's contractor in connection with the
construction contract will result in a credit shared by each party in the same proportion as their total
construction cost share covered under this Agreement is to the total contract construction cost before any
deduction for liquidated damages.
12. County Cost and Payment by the County
12.1. County Cost. $3,589,487.84 is the County's estimated share of the costs of the contract construction, State
Furnished Materials, County Furnished Materials Credit, including anticipated Federal aid participation,
and the construction engineering cost share as shown in the Preliminary Schedule "I". The Preliminary
Schedule "I" was prepared using anticipated construction items and estimated quantities and unit prices
and may include any credits or lump sum costs. Upon award of the construction contract, the State will
prepare a Revised Schedule "I" based on construction contract construction items, quantities, and unit
prices, which will replace and supersede the Preliminary Schedule "I" as part of this Agreement.
12.2. Conditions of Payment. The County will pay the State the County's total estimated construction and
construction engineering cost share, minus anticipated County Federal aid, as shown in the Revised
Schedule "I", after the following conditions have been met:
A. Execution of this Agreement and transmittal to the County, including a copy of the Revised Schedule
"I".
B. The County's receipt of a written request from the State for the advancement of funds.
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-13-
12.3. Acceptance of the County's Cost and Completed Construction. The computation by the State of the
amount due from the County will be final, binding and conclusive. Acceptance by the State of the
completed contract construction will be final, binding, and conclusive upon the County as to the
satisfactory completion of the contract construction.
12.4. Final Payment by the County. Upon completion of all contract construction and upon computation of the
final amount due the State's contractor and determination by the Federal Highway Administration of the
amount of its reimbursement to the State, the State will prepare a Final Schedule "I" and submit a copy to
the County. The Final Schedule "I" will be based on final quantities, and include all County participation
construction items and the construction engineering cost share covered under this Agreement. The Final
Schedule "I" may also include County costs in an amount equal to all Federal aid funding not applied to the
federally eligible County participation construction, State Furnished Materials, and associated construction
engineering. If the final cost of the County participation construction exceeds the amount of funds
advanced by the County, the County will pay the difference to the State without interest. If the final cost of
the County participation construction is less than the amount of funds advanced by the County, the State
will refund the difference to the County without interest.
The State and the County waive claims for any payments or refunds less than $5.00 according to
Minnesota Statutes § 15.415.
13. Authorized Representatives
Each party's Authorized Representative is responsible for administering this Agreement and is authorized to give
and receive any notice or demand required or permitted by this Agreement.
13.1. The State's Authorized Representative will be:
Name, Title: Malaki Ruranika, Cooperative Agreements Engineer (or successor)
Address: 395 John Ireland Boulevard, Mailstop 682, Saint Paul, MN 55155
Telephone: (651) 366-4634
Email: malaki.ruranika@state.mn.us
13.2. Plymouth's Authorized Representative will be:
Name, Title: Chris LaBounty, Plymouth City Engineer (or successor)
Address: 340 Plymouth Boulevard, Plymouth, MN 55447
Telephone: (763) 509-5541
Email: clabounty@plymouthmn.gov
13.3. New Hope's Authorized Representative will be:
Name, Title: Dan Boyum, New Hope City Engineer (or successor)
Address: 733 Marquette Avenue, Suite 1000, Minneapolis, MN 55402
Telephone: (612) 712-2021
Email: dan.boyum@stantec.com
13.4. The County's Authorized Representative will be:
Name, Title: Carla Stueve, County Highway Engineer (or successor)
Address: 1600 Prairie Drive, Medina, MN 55340
Telephone: (612) 596-0356
Email: carla.stueve@hennepin.us
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-14-
14. Assignment; Amendments; Waiver; Contract Complete
14.1. Assignment. No party may assign or transfer any rights or obligations under this Agreement without the
prior consent of the other parties and a written assignment agreement, executed and approved by the
same parties who executed and approved this Agreement, or their successors in office. The foregoing does
not prohibit Plymouth, New Hope, or the County from contracting with a third-party to perform Plymouth,
New Hope, or County maintenance responsibilities covered under this Agreement.
14.2. Amendments. Any amendment to this Agreement must be in writing and will not be effective until it has
been executed and approved by the same parties who executed and approved the original Agreement, or
their successors in office.
14.3. Waiver. If a party fails to enforce any provision of this Agreement, that failure does not waive the
provision or the party's right to subsequently enforce it.
14.4. Contract Complete. This Agreement contains all prior negotiations and agreements between the State,
Plymouth, New Hope, and the County. No other understanding regarding this Agreement, whether written
or oral, may be used to bind any party.
15. Liability; Worker Compensation Claims
15.1. Each party is responsible for its own acts, omissions and the results thereof to the extent authorized by law
and will not be responsible for the acts and omissions of others and the results thereof. Minnesota
Statutes § 3.736 and other applicable law govern liability of the State. Minnesota Statutes Chapter 466 and
other applicable law govern liability of the Plymouth, New Hope, and the County.
15.2. Each party is responsible for its own employees for any claims arising under the Workers Compensation
Act.
16. Nondiscrimination
Provisions of Minnesota Statutes § 181.59 and of any applicable law relating to civil rights and discrimination are
considered part of this Agreement.
17. State Audits
Under Minnesota Statutes § 16C.05, subdivision 5, Plymouth's, New Hope's, and the County's books, records,
documents, and accounting procedures and practices relevant to this Agreement are subject to examination by
the State and the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the end of
this Agreement.
18. Government Data Practices
Plymouth, New Hope, the County, and the State must comply with the Minnesota Government Data Practices
Act, Minnesota Statutes Chapter 13, as it applies to all data provided under this Agreement, and as it applies to
all data created, collected, received, stored, used, maintained, or disseminated by Plymouth, New Hope, and the
County under this Agreement. The civil remedies of Minnesota Statutes §13.08 apply to the release of the data
referred to in this clause by either Plymouth, New Hope, the County, or the State.
19. Telecommunications Certification
By signing this Agreement, Plymouth, New Hope, and the County certify that, consistent with Section 889 of the
John S. McCain National Defense Authorization Act for Fiscal Year 2019, Pub. L. 115-232 (Aug. 13, 2018), and 2
CFR 200.216, Plymouth, New Hope, and the County will not use funding covered by this Agreement to procure
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-15-
or obtain, or to extend, renew, or enter into any contract to procure or obtain, any equipment, system, or
service that uses “covered telecommunications equipment or services” (as that term is defined in Section 889 of
the Act) as a substantial or essential component of any system or as critical technology as part of any system.
Plymouth, New Hope, and the County will include this certification as a flow down clause in any contract related
to this Agreement.
20. Governing Law; Jurisdiction; Venue
Minnesota law governs the validity, interpretation, and enforcement of this Agreement. Venue for all legal
proceedings arising out of this Agreement, or its breach, must be in the appropriate state or federal court with
competent jurisdiction in Ramsey County, Minnesota.
21. Termination; Suspension
21.1. By Mutual Agreement. This Agreement may be terminated by mutual agreement of the parties.
21.2. Termination for Insufficient Funding. The State may immediately terminate this Agreement if it does not
obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued
at a level sufficient to allow for the performance of contract construction under the Project. Termination
must be by written or fax notice to Plymouth, New Hope, and the County.
21.3. Suspension. In the event of a total or partial government shutdown, the State may suspend this
Agreement and all work, activities, and performance of work authorized through this Agreement.
22. Force Majeure
No party will be responsible to the other for a failure to perform under this Agreement (or a delay in
performance) if such failure or delay is due to a force majeure event. A force majeure event is an event beyond a
party's reasonable control, including but not limited to, unusually severe weather, fire, floods, other acts of God,
labor disputes, acts of war or terrorism, or public health emergencies.
(The remainder of this page has been intentionally left blank.)
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-16-
HENNEPIN COUNTY
The undersigned certify that they have lawfully
executed this contract on behalf of the Governmental
Unit as required by applicable charter provisions,
resolutions, or ordinances.
ATTEST:
By: Draft – Do not sign
(Deputy/Clerk of the County Board)
Date:
APPROVED AS TO FORM:
By: Draft – Do not sign
(Assistant County Attorney)
Date:
APPROVED AS TO EXECUTION:
By: Draft – Do not sign
(Assistant County Attorney)
Date:
INCLUDE COPY OF RESOLUTION APPROVING THE
AGREEMENT AND AUTHORIZING ITS EXECUTION.
By: Draft – Do not sign
(Chair of its County Board)
Date:
And: Draft – Do not sign
(County Administrator)
Date:
And: Draft – Do not sign
(Assistant County Administrator, Public Works)
Date:
RECOMMENDED FOR APPROVAL
By: Draft – Do not sign
(County Highway Engineer)
Date:
RECOMMENDED FOR APPROVAL
By: Draft – Do not sign
(Department Director, Transportation Operations)
Date:
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-17-
CITY OF PLYMOUTH
The undersigned certify that they have lawfully
executed this contract on behalf of the Governmental
Unit as required by applicable charter provisions,
resolutions, or ordinances.
By: Draft – Do not sign
Title:
Date:
By: Draft – Do not sign
Title:
Date:
INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION.
MnDOT Contract No.: 1051444
Hennepin County Agreement No.:
-18-
CITY OF NEW HOPE
The undersigned certify that they have lawfully
executed this contract on behalf of the Governmental
Unit as required by applicable charter provisions,
resolutions, or ordinances.
By: Draft – Do not sign
Title:
Date:
By: Draft – Do not sign
Title:
Date:
DEPARTMENT OF TRANSPORTATION
Recommended for Approval:
By: Draft – Do not sign
(District Engineer)
Date:
Approved:
By: Draft – Do not sign
(State Design Engineer)
Date:
COMMISSIONER OF ADMINISTRATION
By: Draft – Do not sign
(With Delegated Authority)
Date:
INCLUDE COPY OF RESOLUTION APPROVING THE AGREEMENT AND AUTHORIZING ITS EXECUTION.
PRELIMINARY SCHEDULE "I"
Agreement No. 1051444
City of Plymouth, City of New Hope, and Hennepin County
SP 2772-115 (T.H. 169=383)Preliminary: Draft
SP 027-609-042, SP 155-020-021, SP 182-020-027
Fed. Proj. STBG 2723(093)
Grading, bituminous surfacing, ADA improvements, signals, lighting, and Bridge No. 27416 construction to start approximately May 1, 2023 under
State Contract No. ____ with ____
located on TH 169 at CSAH 9 (Rockford Rd./42nd Ave. N)
COUNTY COST PARTICIPATION
SP 2772-115 County Match to Federal Aid TOTALS
No Federal Aid Federal Aid 80 Percent
County Work Items (From Sheet No. 3) - 20% County Match 369,190.96 1,476,763.84
County and New Hope Work Items (From Sheet No. 5) - 10% County Match 51,225.67 409,805.34
County and Plymouth Work Items (From Sheet No. 7) - 10% County Match 80,983.90 647,871.17
State Furnished Materials (From Sheet No. 8)44,166.38
Bridge Work Items (From Sheet No. 10) - 10% County Match 32,724.28 261,794.24
Construction Subtotals $44,166.38 $534,124.80 $2,796,234.59
Anticipated Total County Construction Costs $3,374,525.78
Construction Engineering (8%)269,962.06
County Furnished Materials (Credit to County - From Sheet No. 8)(55,000.00)
Construction + Construction Engineering Subtotals $259,128.44 $534,124.80 $2,796,234.59
(1)Total County Obligation $3,589,487.84
Total Anticipated Federal Aid ($2,796,234.59)
(2)Total County Obligation minus Anticipated Federal Aid $793,253.25
NEW HOPE COST PARTICIPATION
County and New Hope Work Items (From Sheet No. 5) - 10% New Hope Match 51,225.67
County Furnished Materials (From Sheet No. 8)27,500.00
Bridge Work Items (From Sheet No. 10) - 5% New Hope Match 16,362.14
Subtotal $95,087.81
Construction Engineering (8%)7,607.02
(3)Total New Hope Obligation $102,694.83
PLYMOUTH COST PARTICIPATION
County and Plymouth Work Items (From Sheet No. 7) - 10% Plymouth Match 80,983.90
County Furnished Materials (From Sheet No. 8)27,500.00
Bridge Work Items (From Sheet No. 10) - 5% Plymouth Match 16,362.14
Subtotal $124,846.04
Construction Engineering (8%)9,987.68
(4)Total Plymouth Obligation $134,833.72
(1) Amount of total County obligation as described in Article 12 of the Agreement (estimated amount)
(2) Amount of advance payment as described in Article 12 of the Agreement (estimated amount)
(3) Amount of advance payment as described in Article 10 of the Agreement (estimated amount)
(4) Amount of advance payment as described in Article 8 of the Agreement (estimated amount)
Data is considered Non-public prior to project award.- 1 -
1051444(1) 80% FEDERAL, 20% COUNTY
(P) = PLAN QUANTITY
ITEM SP 027-609-042 UNIT QUANTITY UNIT PRICE COST
NUMBER COUNTY WORK ITEM (1)
DRAFT
2011.601 AS BUILT LUMP SUM 0.20 24,047.10 4,809.42
2021.501 MOBILIZATION LUMP SUM 0.15 600,051.26 90,007.69
2031.502 FIELD OFFICE EACH 0.15 57,750.00 8,662.50
2031.502 FIELD LABORATORY EACH 0.15 25,200.00 3,780.00
2104.502 REMOVE DELINEATOR / MARKER EACH 4.00 25.73 102.90
2104.502 REMOVE SIGN EACH 18.00 68.25 1,228.50
2104.502 SALVAGE SIGN PANEL EACH 1.00 45.15 45.15
2104.503 REMOVE CHAIN LINK FENCE LIN FT 1,470.00 12.12 17,810.45
2106.507 EXCAVATION - COMMON CU YD 9,380.00 12.39 116,218.20
2106.507 GRANULAR EMBANKMENT (CV)CU YD 16,950.00 21.37 362,179.13
2106.507 SELECT GRANULAR EMBANKMENT (CV)CU YD 3,642.00 18.59 67,686.57
2106.507 COMMON EMBANKMENT (CV)CU YD 5,532.00 5.88 32,528.16
2108.504 GEOTEXTILE FABRIC TYPE 10 SQ YD 2,663.00 5.74 15,274.63
2112.519 SUBGRADE PREPARATION ROAD STA 16.00 367.50 5,880.00
2118.507 AGGREGATE SURFACING (CV) CLASS 2 CU YD 4.00 76.32 305.29
2211.507 AGGREGATE BASE (CV) CLASS 5 CU YD 2,713.00 37.65 102,152.59
2331.603 JOINT ADHESIVE LIN FT 2,640.00 0.57 1,494.11
2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON 216.00 89.91 19,420.46
2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)TON 2,018.00 77.18 155,739.15
2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)TON 2,018.00 80.48 162,413.69
2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (4,C)TON 742.00 79.38 58,899.96
2502.503 4" PERF PE PIPE DRAIN LIN FT 254.00 7.00 1,777.82
2521.518 4" CONCRETE WALK SQ FT 1,484.00 6.26 9,289.99
2521.518 6" CONCRETE WALK SQ FT 50.00 11.95 597.71
2521.602 DRILL & GROUT REINF BAR (EPOXY COATED)EACH 131.00 13.86 1,815.66
2525.618 CONCRETE CURB RAMP WALK SQ FT 3,280.00 11.95 39,209.94
2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 1,394.00 28.31 39,462.82
2531.618 TRUNCATED DOMES SQ FT 328.00 61.01 20,010.33
2557.502 METAL BRACE ASSEMBLY-CHAIN LINK FENCE EACH 3.00 405.24 1,215.73
2557.502 ELECTRICAL GROUND EACH 1.00 299.38 299.38
2557.503 WIRE FENCE DESIGN 48V-9322 LIN FT 604.00 38.69 23,370.27
2563.601 TRAFFIC CONTROL LUMP SUM 0.15 259,041.27 38,856.19
2563.601 ALTERNATE PEDESTRIAN ROUTE LUMP SUM 0.20 7,392.00 1,478.40
2564.602 DELINEATOR / MARKER EACH 1.00 158.55 158.55
Data is considered Non-public prior to project award.- 2 -
1051444(1) 80% FEDERAL, 20% COUNTY
(P) = PLAN QUANTITY
ITEM SP 027-609-042 UNIT QUANTITY UNIT PRICE COST
NUMBER COUNTY WORK ITEM (1)
DRAFT
2564.602 DELINEATOR / MARKER PANEL EACH 12.00 80.33 963.90
2564.618 SIGN SQ FT 154.00 63.00 9,702.00
2565.501 EMERGENCY VEHICLE PREEMPTION SYSTEM A LUMP SUM 0.50 7,132.65 3,566.33
2565.501 EMERGENCY VEHICLE PREEMPTION SYSTEM B LUMP SUM 0.50 7,983.15 3,991.58
2565.516 TRAFFIC CONTROL SIGNAL SYSTEM A SYSTEM 0.50 317,767.80 158,883.90
2565.516 TRAFFIC CONTROL SIGNAL SYSTEM B SYSTEM 0.50 336,105.00 168,052.50
2565.602 INSTALL SIGN PANEL EACH 1.00 39.27 39.27
2573.501 EROSION CONTROL SUPERVISOR LUMP SUM 0.20 14,050.19 2,810.04
2573.502 STORM DRAIN INLET PROTECTION EACH 27.00 187.71 5,068.19
2573.502 CULVERT END CONTROLS EACH 2.00 149.23 298.45
2573.503 SILT FENCE, TYPE MS LIN FT 1,537.00 2.39 3,674.74
2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 4,788.00 3.22 15,429.09
2574.505 SUBSOILING ACRE 3.70 102.83 380.47
2574.505 SOIL BED PREPARATION ACRE 3.70 183.39 678.55
2574.508 FERTILIZER TYPE 3 POUND 924.00 0.87 800.42
2574.508 FERTILIZER TYPE 4 POUND 25.00 1.09 27.14
2575.504 ROLLED EROSION PREVENTION CATEGORY 20 SQ YD 14,585.00 1.74 25,436.97
2575.504 ROLLED EROSION PREVENTION CATEGORY 35 SQ YD 418.00 3.03 1,264.91
2575.505 SEEDING ACRE 3.70 197.53 730.85
2575.505 MOWING ACRE 7.40 76.14 563.42
2575.505 WEED SPRAYING ACRE 2.30 143.92 331.03
2575.506 WEED SPRAY MIXTURE GALLON 2.30 95.52 219.69
2575.508 SEED MIXTURE 25-131 POUND 317.00 4.49 1,424.27
2575.508 SEED MIXTURE 33-261 POUND 7.00 30.69 214.82
2575.508 SEED MIXTURE 35-241 POUND 80.00 18.66 1,493.18
2582.503 4" SOLID LINE MULTI-COMPONENT GROUND IN LIN FT 1,196.00 1.16 1,381.38
2582.503 4" BROKEN LINE MULTI-COMPONENT GROUND IN LIN FT 400.00 1.37 546.00
2582.503 6" SOLID LINE MULTI-COMPONENT GROUND IN (WR)LIN FT 2,069.00 1.03 2,126.83
2582.503 4" DOTTED LINE PREFORM THERMO GROUND IN LIN FT 27.00 13.43 362.68
2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN ENHANCED SKID SQ FT 150.00 24.87 3,730.07
2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND IN ENHANCED SKID RESISTASQ FT 1,854.00 14.88 27,580.85
TOTAL $1,845,954.80
80% FEDERAL $1,476,763.84
20% COUNTY MATCH $369,190.96
Data is considered Non-public prior to project award.- 3 -
1051444(1) 80% FEDERAL, 20% COUNTY
(P) = PLAN QUANTITY
ITEM SP 027-609-042 UNIT QUANTITY UNIT PRICE COST
NUMBER COUNTY WORK ITEM (1)
DRAFT
***This page intentionally left blank to leave room for line items added during plan review
Data is considered Non-public prior to project award.- 4 -
1051444(2) 80% FEDERAL, 10% COUNTY, 10% NEW HOPE
(P) = PLAN QUANTITY
ITEM SP 027-609-041 AND SP 182-020-027 UNIT QUANTITY UNIT PRICE COST
NUMBER COUNTY AND NEW HOPE WORK ITEM (2)
DRAFT
2021.501 MOBILIZATION LUMP SUM 0.04 600,051.26 24,002.05
2031.502 FIELD OFFICE EACH 0.04 57,750.00 2,310.00
2031.502 FIELD LABORATORY EACH 0.04 25,200.00 1,008.00
2104.502 REMOVE DRAINAGE STRUCTURE EACH 12.00 505.81 6,069.71
2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT 244.00 5.04 1,228.74
2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 75.00 2.46 184.51
2104.503 REMOVE SEWER PIPE (STORM)LIN FT 294.00 17.59 5,171.65
2104.503 REMOVE CURB AND GUTTER LIN FT 446.00 5.28 2,354.14
2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 1,586.00 4.07 6,448.04
2104.504 REMOVE BITUMINOUS SHOULDER PAVEMENT SQ YD 59.00 2.54 149.92
2104.518 REMOVE BITUMINOUS WALK SQ FT 207.00 1.25 258.21
2104.518 REMOVE CONCRETE WALK SQ FT 891.00 1.78 1,584.82
2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON 394.00 89.91 35,424.35
2503.503 15" RC PIPE SEWER DESIGN 3006 LIN FT 709.00 68.46 48,535.91
2503.603 PLUG FILL AND ABANDON PIPE SEWER LIN FT 33.00 55.86 1,843.24
2506.502 CASTING ASSEMBLY EACH 6.00 1,072.63 6,435.75
2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48 LIN FT 19.60 692.12 13,565.60
2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 3.00 1,150.00 3,450.00
2521.602 DRILL & GROUT REINF BAR (EPOXY COATED)EACH 26.00 13.86 360.36
2525.618 CONCRETE CURB RAMP WALK SQ FT 276.00 11.95 3,299.37
2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 448.00 28.31 12,682.45
2531.618 TRUNCATED DOMES SQ FT 28.00 61.01 1,708.20
2563.601 TRAFFIC CONTROL LUMP SUM 0.04 259,041.27 10,361.65
2565.516 TRAFFIC CONTROL SIGNAL SYSTEM D SYSTEM 1.00 323,820.00 323,820.00
TOTAL $512,256.67
80% FEDERAL $409,805.34
10% COUNTY MATCH $51,225.67
10% NEW HOPE MATCH $51,225.67
Data is considered Non-public prior to project award.- 5 -
1051444(3) 80% FEDERAL, 10% COUNTY, 10% PLYMOUTH
ITEM SP 027-609-041 AND SP 155-020-021 UNIT QUANTITY UNIT PRICE COST
NUMBER COUNTY AND PLYMOUTH WORK ITEM (3)
DRAFT
2021.501 MOBILIZATION LUMP SUM 0.06 600,051.26 36,003.08
2031.502 FIELD OFFICE EACH 0.06 57,750.00 3,465.00
2031.502 FIELD LABORATORY EACH 0.06 25,200.00 1,512.00
2104.502 REMOVE CONCRETE APRON EACH 3.00 422.33 1,266.99
2104.502 REMOVE GUIDE POST EACH 3.00 46.53 139.60
2104.502 REMOVE DRAINAGE STRUCTURE EACH 11.00 505.81 5,563.90
2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT 251.00 5.04 1,263.99
2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 1,353.00 2.46 3,328.58
2104.503 REMOVE SEWER PIPE (STORM)LIN FT 51.00 17.59 897.12
2104.503 REMOVE CURB AND GUTTER LIN FT 1,815.00 5.28 9,580.21
2104.504 REMOVE CONCRETE PAVEMENT SQ YD 6,298.00 6.21 39,135.14
2104.504 REMOVE BITUMINOUS PAVEMENT SQ YD 742.00 4.07 3,016.68
2104.504 REMOVE BITUMINOUS SHOULDER PAVEMENT SQ YD 73.00 2.54 185.49
2104.518 REMOVE BITUMINOUS WALK SQ FT 12,563.00 1.25 15,671.09
2104.518 REMOVE CONCRETE WALK SQ FT 1,814.00 1.78 3,226.56
2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B)TON 745.00 89.91 66,982.59
2501.502 18" RC PIPE APRON EACH 1.00 972.57 972.57
2503.503 36" SPAN RC PIPE-ARCH SEWER CLASS IIIA LIN FT 47.00 159.39 7,491.33
2503.503 12" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 23.00 64.89 1,492.42
2503.503 15" RC PIPE SEWER DESIGN 3006 LIN FT 166.00 68.46 11,363.84
2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT 26.00 61.02 1,586.48
2503.503 18" RC PIPE SEWER DESIGN 3006 LIN FT 141.00 79.64 11,228.85
2503.503 24" RC PIPE SEWER DESIGN 3006 LIN FT 734.00 93.34 68,508.29
2503.602 CONNECT TO EXISTING STORM SEWER EACH 3.00 1,123.62 3,370.86
2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 1.00 5,064.54 5,064.54
2506.502 CASTING ASSEMBLY EACH 14.00 1,072.63 15,016.76
2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN G LIN FT 4.00 514.73 2,058.90
2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48 LIN FT 22.10 692.12 15,295.90
2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 LIN FT 18.80 734.85 13,815.10
2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 LIN FT 12.30 950.00 11,684.99
2506.602 RECONSTRUCT DRAINAGE STRUCTURE EACH 1.00 3,938.23 3,938.23
2506.602 ADJUST FRAME AND RING CASTING EACH 1.00 981.75 981.75
2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH 2.00 1,150.00 2,300.00
2521.602 DRILL & GROUT REINF BAR (EPOXY COATED)EACH 49.00 13.86 679.14
Data is considered Non-public prior to project award.- 6 -
1051444(3) 80% FEDERAL, 10% COUNTY, 10% PLYMOUTH
(P) = PLAN QUANTITY
ITEM SP 027-609-041 AND SP 155-020-021 UNIT QUANTITY UNIT PRICE COST
NUMBER COUNTY AND PLYMOUTH WORK ITEM (3)
DRAFT
2525.618 CONCRETE CURB RAMP WALK SQ FT 951.00 11.95 11,368.49
2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT 2,294.00 28.31 64,940.96
2531.618 TRUNCATED DOMES SQ FT 68.00 61.01 4,148.48
2554.502 GUIDE POST TYPE B EACH 1.00 90.60 90.60
2563.601 TRAFFIC CONTROL LUMP SUM 0.06 259,041.27 15,542.48
2565.516 TRAFFIC CONTROL SIGNAL SYSTEM C SYSTEM 1.00 345,660.00 345,660.00
TOTAL $809,838.97
80% FEDERAL $647,871.17
10% COUNTY $80,983.90
10% PLYMOUTH $80,983.90
Data is considered Non-public prior to project award.- 7 -
1051444ITEMUNITQUANTITYUNIT PRICE COST
NUMBER STATE AND COUNTY FURNISHED MATERIALS
***STATE FURNISHED MATERIALS***
STATE FURNISHED MATERIALS - SIGNAL SYSTEM A
ATC CABINET 350 EACH 1.00 39,425.64 39,425.64
PTZ CAMERA EACH 1.00 4,740.74 4,740.74
TOTAL $44,166.38
50% STATE $22,083.19
50% COUNTY $22,083.19
STATE FURNISHED MATERIALS - SIGNAL SYSTEM B
ATC CABINET 350 EACH 1.00 39,425.64 39,425.64
PTZ CAMERA EACH 1.00 4,740.74 4,740.74
TOTAL $44,166.38
50% STATE $22,083.19
50% COUNTY $22,083.19
***COUNTY FURNISHED MATERIALS***
COUNTY FURNISHED MATERIALS - SIGNAL SYSTEM C
CABINET AND CONTROLLER EACH 1.00 30,000.00 30,000.00
VIDEO DETECTION CAMERA EACH 1.00 25,000.00 25,000.00
TOTAL $55,000.00
50% COUNTY $27,500.00
50% PLYMOUTH $27,500.00
COUNTY FURNISHED MATERIALS - SIGNAL SYSTEM D
CABINET AND CONTROLLER EACH 1.00 30,000.00 30,000.00
VIDEO DETECTION CAMERA EACH 1.00 25,000.00 25,000.00
TOTAL $55,000.00
50% COUNTY $27,500.00
50% NEW HOPE $27,500.00
Data is considered Non-public prior to project award.- 8 -
1051444(A) + (B)
(P) = PLAN QUANTITY
ITEM SP 2772-27416, SP 027-609-041, SP 155-020-021, AND SP 182-020-027 UNIT QUANTITY UNIT PRICE COST
NUMBER BRIDGE WORK ITEM (A) + (B)
DRAFT
2401.503 TYPE S (TL-4) 42" BARRIER CONCRETE (3S52)LIN FT 474.00 135.00 63,990.00
Local Share (A)$63,990.00
2104.601 REMOVE REGULATED WASTE MATERIAL (BRIDGE)LUMP SUM 1.00 1,000.00 1,000.00
2401.503 TYPE MOD P-1 BARRIER CONC (3S52)LIN FT 415.00 150.00 62,250.00
2401.507 STRUCTURAL CONCRETE (1G52)CU YD 126.00 625.00 78,750.00
2401.507 STRUCTURAL CONCRETE (3B52)CU YD 436.00 975.00 425,100.00
2401.508 REINFORCEMENT BARS POUND 14,860.00 1.75 26,005.00
2401.508 REINFORCEMENT BARS (EPOXY COATED)POUND 224,350.00 1.85 415,047.50
2401.508 REINFORCEMENT BARS (STAINLESS-75KSI)POUND 1,130.00 6.50 7,345.00
2401.518 RAISED MEDIAN CONCRETE (3S52)SQ FT 947.00 23.00 21,781.00
2401.518 BRIDGE SLAB CONCRETE (3YHPC-M)SQ FT 23,034.00 39.00 898,326.00
2401.601 STRUCTURE EXCAVATION LUMP SUM 1.00 156,000.00 156,000.00
2401.602 CONCRETE PILASTER EACH 10.00 3,000.00 30,000.00
2401.618 BRIDGE DECK PLANING SQ FT 18,296.00 1.30 23,784.80
2402.502 ELASTOMERIC BEARING PAD EACH 28.00 250.00 7,000.00
2402.502 BEARING ASSEMBLY EACH 28.00 1,650.00 46,200.00
2405.503 PRESTRESSED CONCRETE BEAMS 35MH LIN FT 2,737.00 365.00 999,005.00
2411.602 PRECAST CONCRETE CAP EACH 10.00 3,500.00 35,000.00
2411.618 ANTI-GRAFFITI COATING SQ FT 1,233.00 2.25 2,774.25
2411.618 ARCHITECTURAL SURFACE FINISH (MULTI COLOR)SQ FT 1,233.00 6.50 8,014.50
2411.618 ARCHITECTURAL CONCRETE TEXTURE (SPECIAL)SQ FT 933.00 25.00 23,325.00
2411.618 ARCHITECTURAL CONCRETE TEXTURE (CUT STONE)SQ FT 300.00 50.00 15,000.00
2442.501 REMOVE EXISTING BRIDGE LUMP SUM 1.00 183,000.00 183,000.00
2452.502 C-I-P CONCRETE TEST PILE 60 FT LONG 12"EACH 4.00 4,500.00 18,000.00
2452.502 C-I-P CONCRETE TEST PILE 65 FT LONG 12"EACH 2.00 4,900.00 9,800.00
2452.503 C-I-P CONCRETE PILING 12"LIN FT 4,290.00 45.00 193,050.00
2475.503 ORNAMENTAL METAL RAILING DESIGN T-4 PC LIN FT 205.00 250.00 51,250.00
2475.503 ORNAMENTAL METAL RAILING TYPE SPECIAL PC LIN FT 205.00 275.00 56,375.00
2502.501 DRAINAGE SYSTEM TYPE (B910)LUMP SUM 1.00 4,000.00 4,000.00
Data is considered Non-public prior to project award.- 9 -
1051444(A) + (B)
(P) = PLAN QUANTITY
ITEM SP 2772-27416, SP 027-609-041, SP 155-020-021, AND SP 182-020-027 UNIT QUANTITY UNIT PRICE COST
NUMBER BRIDGE WORK ITEM (A) + (B)
DRAFT
2514.504 CONCRETE SLOPE PAVING SQ YD 876.00 235.00 205,860.00
2545.501 CONDUIT SYSTEM LUMP SUM 1.00 47,000.00 47,000.00
TOTAL $4,050,043.05
6.5% LOCAL SHARE (B)$263,252.80
(A) + (B)$327,242.80 Capped upon award
80% FEDERAL $261,794.24
10% COUNTY MATCH $32,724.28
5% PLYMOUTH MATCH $16,362.14
5% NEW HOPE MATCH $16,362.14
Data is considered Non-public prior to project award.- 10 -
CITY OF PLYMOUTH
RESOLUTION
IT IS RESOLVED that the City of Plymouth enter into MnDOT Agreement No. 1051444 with the State of Minnesota,
Department of Transportation for the following purposes:
To provide for payment by the City of Plymouth to the State of the City of Plymouth's share of the costs of the
roadway, signal, ADA improvements, trail, and Bridge No. 27416 construction and other associated construction to
be performed upon, along, and adjacent to Trunk Highway No. 169 at County State Aid Highway No. 9 (Rockford
Road/42nd Avenue North) within the corporate limits of the City of Plymouth under State Project No. 2772-115.
IT IS FURTHER RESOLVED that the Mayor and the
(Title)
are authorized to execute the Agreement and any amendments to the Agreement.
CERTIFICATION
I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the City of
Plymouth at an authorized meeting held on the day of
, 20 , as shown by the minutes of the meeting in my possession.
Subscribed and sworn to me this
day of , 20
Notary Public
My Commission Expires
(Signature)
(Type or Print Name)
(Title)
CITY OF NEW HOPE
RESOLUTION
IT IS RESOLVED that the City of New Hope enter into MnDOT Agreement No. 1051444 with the State of Minnesota,
Department of Transportation for the following purposes:
To provide for payment by the City of New Hope to the State of the City of New Hope's share of the costs of the
signal, ADA improvements, trail, and Bridge No. 27416 construction and other associated construction to be
performed upon, along, and adjacent to Trunk Highway No. 169 at County State Aid Highway No. 9 (Rockford
Road/42nd Avenue North) within the corporate limits of the City of New Hope under State Project No. 2772-115.
IT IS FURTHER RESOLVED that the Mayor and the
(Title)
are authorized to execute the Agreement and any amendments to the Agreement.
CERTIFICATION
I certify that the above Resolution is an accurate copy of the Resolution adopted by the Council of the City of New
Hope at an authorized meeting held on the day of
, 20 , as shown by the minutes of the meeting in my possession.
Subscribed and sworn to me this
day of , 20
Notary Public
My Commission Expires
(Signature)
(Type or Print Name)
(Title)
HENNEPIN COUNTY
RESOLUTION
IT IS RESOLVED that Hennepin County enter into MnDOT Agreement No. 1051444 with the State of Minnesota,
Department of Transportation for the following purposes:
To provide for payment by the County to the State of the County's share of the costs of the roadway, signal, ADA
improvements, trail, and Bridge No. 27416 construction and other associated construction to be performed upon,
along, and adjacent to Trunk Highway No. 169 at County State Aid Highway No. 9 (Rockford Road/42nd Avenue
North) under State Project No. 2772-115.
IT IS FURTHER RESOLVED that the
(Title)
and the
(Title)
are authorized to execute the Agreement and any amendments to the Agreement.
CERTIFICATION
I certify that the above Resolution is an accurate copy of the Resolution adopted by the Board of Commissioners of
Hennepin County at an authorized meeting held on the day of
, 20 , as shown by the minutes of the meeting in my possession.
Subscribed and sworn to me this
day of , 20
Notary Public
My Commission Expires
(Signature)
(Type or Print Name)
(Title)
I:\RFA\PUBWORKS\2023\Council\1029 42nd Ave\RFA County cooperative construction agreement
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution approving a cooperative construction agreement between the City of New Hope and
Hennepin County for the bridge and interchange reconstruction project along TH 169 at 42nd Avenue
North (Improvement Project No. 1016)
Requested Action
Staff recommends that the Council pass a resolution approving the cooperative agreement between the City of
New Hope and Hennepin County for the reconstruction of the bridge and interchange, and associated
improvements along TH 169 at 42nd Avenue North.
Policy/Past Practice
It is past practice to request direction from the City Council on potential upcoming infrastructure projects.
Through a cooperative agreement with MnDOT, the city took part in construction of noise walls in 2003, 2012,
and 2016. Additionally, the city has also previously entered into similar cooperative construction agreements
with neighboring cities as well as Hennepin County for construction of various infrastructure improvement
projects.
Background
New Hope Public Works and engineering staff have met with representatives from MnDOT, Hennepin
County, and the City of Plymouth to discuss improvements along 42nd Avenue because of the replacement of
the TH 169 / 42nd Avenue (CSAH 9) bridge and interchange. The existing bridge is nearing the end of its
useful life. Staff provided the City Council with an update on this project at past work sessions as well as
talked about other improvements associated with trails, signals, watermain, lighting, and burying of power.
The project was originally planned to be done in 2024, but MnDOT moved up the construction year to 2023.
At the January 24, 2022, council meeting the City Council approved a waiver of municipal consent for MnDOT
to obtain additional right of way as described in Minnesota Statutes 161.162 to 161.167 to accommodate for the
ADA ramps and trail improvements. At that time, city staff indicated to the council that the attached
agreements would be forthcoming.
Funding
The Hennepin County agreement lays out maintenance responsibilities and includes the city providing funds
to cover 50% of the cost associated with county supplied equipment used on the project. The county estimates
the city share to be approximately $30,000. The city is planning to use funding from its Municipal State Aid
account to pay for their share (50%) of the improvements at Gettysburg Avenue North.
Attachments
Resolution
Hennepin County Agreement
Exhibit B
Agenda Section
Consent
Item Number
6.9
City of New Hope
Resolution No. 23‐
Resolution approving a cooperative construction agreement between the
City of New Hope and Hennepin County for the bridge and interchange
reconstruction project along TH 169 at 42nd Avenue North
(Improvement Project No. 1016)
WHEREAS, the County of Hennepin wishes to complete infrastructure improvements partially within
the city limits along 42nd Avenue North (County Road 9) to coincide with the MnDOT
bridge and interchange project along Trunk Highway 169 at 42nd Avenue North; and
WHEREAS, the county requests the city participate in the costs and maintenance responsibilities of the
infrastructure improvements and the city agrees to participate in the cost for County
supplied equipment up to $30,000; and
WHEREAS, a cooperative construction agreement has been prepared between the city of New Hope and
Hennepin County setting forth the scope of work, terms, and conditions for sharing project
costs.
NOW, THEREFORE, BE IT RESOLVED,
1. The City of New Hope enter into Hennepin County Agreement No. PW 53‐38‐22
with the County of Hennepin to provide payment by the City of New Hope to
Hennepin County of the City of New Hope’s share of the costs and maintenance
responsibilities of the associated improvements to be performed upon, along, and
adjacent to Trunk Highway No. 169 at County State Aid Highway No. 9 (42nd
Avenue North) within the corporate limits of the City of New Hope under Hennepin
County Project No. 2163700
IT IS FURTHER RESOLVED,
2. That the mayor and acting city manager are authorized to execute the Agreements
and any amendments to the Agreements.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 23rd day of
January, 2023.
_________________________
Mayor
Attest: __________________________
City Clerk
Agreement No. PW 53-39-22
County Project No. 2163700
County State Aid Highway 9
City of New Hope
County of Hennepin
1 ___
COOPERATIVE CONSTRUCTION AND
MAINTENANCE AGREEMENT
This Agreement is made between the County of Hennepin, a body politic and corporate under the
laws of the State of Minnesota, hereinafter referred to as the “County”, and the City of New Hope,
a body politic and corporate under the laws of the State of Minnesota, hereinafter referred to as the
“City”. The County and the City collectively are referred to as the “Parties”.
Recitals
The following Recitals are incorporated into this Agreement.
1. The Minnesota Department of Transportation (MnDOT), in collaboration with the County, and
the cities of Plymouth and New Hope (the “Cities”), is leading a roadway reconstruction
project along County State Aid Highway (CSAH) 9 (Rockford Road/42nd Avenue) at Trunk
Highway (TH) 169 (the “Interchange”) from Nathan Lane to Gettysburg Avenue in the
corporate limits of the Cities (the “Corridor”), which improvements include reconstructing the
Interchange, installing traffic lights at the freeway ramp entrances and exits, and reconstructing
the Corridor to include new traffic signals, pavements, medians, curb & gutter, drainage, multi-
use trails, utilities, and any other necessary improvements, as shown in the plans under State
Project (S.P.) No. 2772-115, S.P. 027-609-042, S.P. 155-020-021, and S.P. 182-020-027, as
part of County Project (CP) No. 2163700 as further depicted in Exhibit A (Project Plan Title
Sheet), and which shall hereinafter be referred to as the “Project”).
2. MnDOT has entered into a separate Construction Cooperative Agreement (MnDOT Contract
No. 10514444)/(Hennepin County Agreement No. PW 46-40-22) with the County and the
cities of Plymouth and New Hope for cost participation in the Project construction and
associated design engineering services (the “Construction Cooperative Agreement” or
“CCA”). The CCA provides that MnDOT is the lead agency in Project design, engineering,
and construction administration, and shall be responsible for acquiring all governmental
agency-required permits needed for the Project.
3. Additionally, the County has entered into a separate Cooperative Agreement (Hennepin
County Agreement No. PW 54-17-22) with the city of Plymouth for cost participation and
maintenance responsibilities of County’s assets constructed or revised as part of the Project
within the corporate limits of the city of Plymouth.
4. The Parties have agreed to enter into this Agreement to memorialize the partnership between
the County and the City and to outline each party’s cost participation and maintenance
responsibilities relating to the County’s assets constructed or revised as part of the Project
within the corporate limits of the City.
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
2 ___
5. The Project will be carried out by the Parties under the provisions of Minnesota Statutes,
Section 162.17, Subdivision 1, and Section 471.59.
Agreement
NOW, THEREFORE, the Parties agree as follows:
1. Term of Agreement, Survival of Terms, and Exhibits.
Effective Date. This Agreement is effective as of the date of the final signature.
Expiration Date. This Agreement will expire after the date in which all obligations
have been satisfactorily fulfilled.
Survival of Terms. Provisions that by their nature are intended to survive the term,
cancellation or termination of this Agreement do survive such term, cancellation or
termination. Such provisions include but are not limited to: Maintenance
Responsibilities, Records/Audits, Indemnification, Insurance, Worker Compensation
Claims, Cancellation, Termination, and Minnesota Laws Govern.
Exhibits. All exhibits are attached and incorporated into this Agreement.
1.4.1. Exhibit A (Project Plan Title Sheet)
1.4.2. Exhibit B (Drainage Ownership and Maintenance Responsibilities)
2. Project Construction.
Contract Award and Administration. Contract award and administration is to be
performed by MnDOT as stipulated in the CCA.
Plans and Specifications. To be developed by MnDOT pursuant to the CCA.
Construction Supervision and Inspection. To be managed by MnDOT pursuant to
the CCA.
Plan Changes and Additional Construction. To be managed by MnDOT pursuant
the CCA.
Right of Way/Permit. To be managed by MnDOT pursuant to the CCA.
Traffic Signal. The Project will construct one traffic signal system within the corporate
limits of the City and within County Road right of way on the intersection of CSAH 9
at Gettysburg Avenue (Signal ID# _______).
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
3 ___
2.6.1. Electrical Power. The City, at no cost to the County, shall: (1) install, cause the
installation of, or perpetuate the existence of an adequate three wire, 120/240 volt, single
phase, alternating current electrical power connection to the permanent traffic control
signal systems and integral streetlights included in the Project; and (2) shall provide the
electrical power for the operation of all permanent and temporary traffic control signal
systems and integral traffic signal pole mounted luminaires installed as a part of the
Project.
2.6.2. Emergency Vehicle Preemption (EVP). The EVP Systems shall be managed
and maintained by the County. The City shall report malfunctions of EVP systems to
the County immediately after discovery of the malfunction.
Street Lighting. Not applicable to the Project.
Asbestos. The Project may include the removal of asbestos containing electrical
conduit. Only firms licensed to conduct asbestos abatement shall be used for the safe
removal of asbestos containing electrical conduit with proper shipping manifest
prepared and submitted to appropriate agency. MnDOT is the lead agency in the Project
construction and shall be responsible for the oversight of the removal of asbestos
containing electrical conduit and compliance with the abovementioned specifications.
Detours. To be managed by MnDOT pursuant to the CCA.
3. Cost Participation. The City’s cost participation in the Project is to be managed pursuant to
the CCA. Notwithstanding any prior provision to the contrary, the City will cost participate in
the County supplied equipment consisting of a traffic control signal cabinet equipped with
controller, video detection equipment, and required accessories (“County Supplied
Equipment”) to be installed as a part of the Project at an estimated amount of Thirty Thousand
Dollars and No Cents ($30,000.00) (“City’s Cost Participation in County Supplied
Equipment”).
4. Payment. The City’s payment for the City’s cost participation in the Project is to be
managed pursuant to the CCA. Notwithstanding the prior provision to the contrary, the City
will pay for the City’s Cost Participation in County Supplied Equipment as provided in
Subsection 5 below.
5. County Supplied Equipment.
Cost of County Supplied Equipment. The City agrees to reimburse the County for
fifty percent (50%) of the County Supplied Equipment. For informational purposes
only, the total estimated cost for the County Supplied Equipment is $60,000.00 and the
City’s estimated share is $30,000. The City agrees that this is an estimate and that the
actual quantities of equipment, as determined by the County Engineer, shall govern in
computing the total final costs to the City. The City will directly pay the County for the
County Supplied Equipment cost rather than applying its share as a credit against the
County Cost Participation.
Notification to County’s Signal Shop. The City or its agents shall notify the County’s
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
4 ___
Signal Shop Supervisor in writing a minimum of thirty (30) days prior to picking up the
County Supplied Equipment. The County shall notify the City when the County
Supplied Equipment is ready to be picked up for field installation. It shall be the
responsibility of the City or its agents to pick up the County Supplied Equipment at the
Hennepin County Department of Transportation, Public Works Facility in Medina,
Minnesota and install the equipment on the Project.
Invoice and Payment for County Supplied Equipment. Upon receipt of the County
Supplied Equipment by the City or its agents, the County will invoice the City for the
County Supplied Equipment. Payment shall be made directly to the County, in the name
of the Hennepin County Treasurer, by the City for the full amount due stated on the
invoice within forty five (45) days of receipt of the invoice.
6. The City’s Maintenance Responsibilities. Upon completion of the Project and after the
impacted County roads are open to the public, the City shall provide the following year-round
maintenance services, within the corporate limits of the City, required thereafter at no cost to
the County.
Roadways. Maintenance of the City roadway segment reconstructed/revised under the
Project. Maintenance includes, but is not limited to sweeping, debris removal,
resurfacing and seal coating, and any other maintenance activities according to accepted
City maintenance practices.
Traffic Signal Components. The City shall be responsible for providing electrical
power to the signal systems as stated in Subsection 2.6.1 and replacing lamps on
luminaire extensions, fuses and wires from lamps to the load side of the meter socket of
traffic signal systems. Additionally, the City shall be responsible for signal system
painting or repainting after a set frequency to keep the components in good appearance
and proper function. The components include but are not limited to bases, poles, mast
arms. Regular upkeep of painted surfaces helps improve visual appearance but is also
required to prolong the useful life of the equipment. Time span between repainting
should be no longer than once every 10 years. In the event that the City fails to perform
or request for the County’s assistance in performing these maintenance responsibilities,
the County with its forces, at its sole discretion may perform these maintenance items
and invoice the City for the materials and services rendered, and the City shall pay such
invoices.
Street Lighting. Not applicable to the Project.
Sidewalks, Pedestrian Refuges, and Pedestrian Ramps. The City shall own and
maintain sidewalks, pedestrian refuges, and pedestrian ramps constructed as part of the
Project. Maintenance includes, but is not limited to, winter maintenance, debris
removal, patching, crack repair, vegetation control, and any other maintenance activities
as per accepted City maintenance practices.
Multi-use Trail/Bicycle Facility. The City shall own and maintain the newly
constructed multi-use trail/bicycle facilities constructed as part of the Project.
Maintenance includes, but is not limited to trail surfacing, sweeping, vegetation control,
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
5 ___
winter maintenance, and any other maintenance activities according to City practices.
Green Bicycle Conflict Zone Markings. Not applicable to the Project.
City Road Pavement Striping and Crosswalk Markings. The City shall assume
maintenance of all pavement striping on City streets intersecting the Corridor
reconstructed or revised under the Project and crosswalk markings for roadway users
installed as a part of the Project.
City Road Storm Sewers. The City shall own and maintain catch basins, manholes,
and trunk lines serving areas beyond the County right of way constructed or
reconstructed under the Project at no cost to the County. Maintenance includes but is
not limited to repairs to structures, casting, and adjacent curb section repairs along with
removal of sediments, vegetation, and ice. Storm sewers ownership and maintenance
responsibilities are further illustrated in the attached Exhibit B.
Landscaping. Not applicable to the Project.
7. The County’s Maintenance Responsibilities. Upon completion of the Project, the County
shall provide year-round maintenance at its sole cost as outlined below:
Roadways. Maintenance of all County roadways reconstructed under the Project.
Maintenance includes, but is not limited to, sweeping, debris removal, resurfacing and
seal coating, and any other maintenance activities according to accepted County
maintenance practices.
Traffic Signal Components. The County shall thereafter retain ownership of and
maintain and repair the traffic control signal systems and their components at the
expense of the County except for those items identified as the City’s responsibilities
above.
County Road Pavement Striping. The County shall thereafter maintain and repair all
pavement striping for all County roadways installed as a part of the Project at the
expense of the County.
Storm Sewers. The County shall own and maintain culverts, catch basins and leads,
manholes, trunk lines and all other components that serve only County right of way
constructed or reconstructed under the Project at no cost to the City. Maintenance
includes repairs to structures, casting, and adjacent curb section repairs along with
removal of sediments, vegetation, and ice. Storm sewers ownership and maintenance
responsibilities are further illustrated in the attached Exhibit B.
8. Authorized Representatives. In order to coordinate the services of the County with the
activities of the City and vice versa so as to accomplish the purposes of this Agreement, the
Hennepin County and the City Engineers or their designated representatives shall manage this
Agreement on behalf of the County and the City.
County of Hennepin:
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
6 ___
Carla Stueve
County Highway Engineer
Hennepin County Public Works
1600 Prairie Drive, Medina, MN 55340
Office: 612-596-0356
Carla.Stueve@hennepin.us
City of New Hope:
Dan Boyum
City Engineer
Stantec
733 Marquette Avenue, Suite 1000, Minneapolis, MN 55402
Office: 612-712-2021
Dan.Boyum@stantec.com
9. Assignment, Amendments, Default, Waiver, Agreement Complete, Cancellation or
Termination.
Assignment. The City shall not assign, subcontract, transfer or pledge this Agreement
and/or the services to be performed hereunder, whether in whole or in part, without the
prior written consent of the County.
Amendments. Any alterations, variations, modifications or waivers of provisions of
this Agreement shall only be valid when they have been reduced to writing as an
amendment to this Agreement and signed by the Parties hereto.
Default. If the City fails to perform any of the provisions of this Agreement or so fails
to administer the work as to endanger the performance of the Agreement, this shall
constitute a default. Unless the City's default is excused by the County, the County may
upon written notice immediately cancel this Agreement in its entirety.
Waiver. The County's failure to insist upon strict performance of any provision or to
exercise any right under this Agreement shall not be deemed a relinquishment or waiver
of the same, unless consented to in writing. Such consent shall not constitute a general
waiver or relinquishment throughout the entire term of the Agreement.
Agreement Complete. The entire Agreement between the Parties is contained herein
and that this Agreement supersedes all oral agreements and negotiations between the
Parties relating to the subject matter hereof. All items referred to in this Agreement are
incorporated or attached and are deemed to be part of this Agreement.
Cancellation or Termination. This Agreement may be terminated or cancelled by
either party with or without cause upon thirty (30) day written notice. This Agreement
may be terminated or cancelled by either party upon a material breach by the other party.
In the event of a termination or cancellation, the Parties will remain responsible for cost
participation as provided in this Agreement for obligations incurred up through the
effective date of the termination or cancellation, subject to any equitable adjustment that
may be required to account for the effects of a breach.
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
7 ___
10. Indemnification.
10.1. The City Indemnifies the County. The City agrees to defend, indemnify and hold
harmless the County, its officials, officers, agents, volunteers, and employees from any
liability, claims, causes of action, judgments, damages, losses, costs or expenses,
including reasonable attorneys’ fees, resulting directly or indirectly from any act or
omission of the City or the City’s consultant or sub consultant, anyone directly or
indirectly employed by them, and/or anyone for whose acts and/or omissions they may
be liable in the performance of the services required by this contract, and against all loss
by reason of the failure of the City to perform fully, in any respect, all obligations under
this contract. The City’s liability shall be governed by the provisions of Minnesota
Statutes, Chapter 466 or other applicable law.
10.2. The County Indemnifies the City. The County agrees to defend, indemnify and hold
harmless the City, its officials, officers, agents, volunteers, and employees from any
liability, claims, causes of action, judgments, damages, losses, costs or expenses,
including reasonable attorneys’ fees, resulting directly or indirectly from any act or
omission of the County or the County’s consultant or sub consultant, anyone directly or
indirectly employed by them, and/or anyone for whose acts and/or omissions they may
be liable in the performance of the services required by this contract, and against all loss
by reason of the failure of the County to perform fully, in any respect, all obligations
under this contract. The County’s liability shall be governed by the provisions of
Minnesota Statutes, Chapter 466 or other applicable law.
11. Insurance. The City agrees that any future contract let by the City for the performance of any
of the work included hereunder shall include clauses that will: 1) Require the contractor to
indemnify and hold the County, its commissioners, officers, agents and employees harmless
from any liability, claim, demand, judgments, expenses, action or cause of action of any kind
or character arising out of any act or omission of the contractor, its officers, employees, agents
or subcontractors; 2) Require the contractor to be an independent contractor for the purposes
of completing the work provided for in this Agreement; and 3) Require the contractor to
provide and maintain the following insurance so as to assure the performance of its
indemnification and hold harmless obligation.
Limits
(1) Commercial General Liability on an occurrence
basis with contractual liability coverage:
General Aggregate $2,000,000
Products - Completed Operations Aggregate $2,000,000
Personal and Advertising Injury $1,500,000
Each Occurrence - Combined Bodily Injury
and Property Damage $1,500,000
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
8 ___
Hennepin County shall be named as an additional insured for the
Commercial General Liability coverage with respect to operations
covered under this Agreement.
(2) Automobile Liability:
Combined Single limit each occurrence coverage or the
equivalent covering owned, non-owned, and hired
automobiles: $1,500,000
(3) Workers’ Compensation and employer’s Liability:
Workers’ Compensation: Statutory
If the contractor is based outside the State of
Minnesota, coverage must apply to Minnesota laws.
Employer’s Liability. Bodily injury by:
Accident – Each Accident $500,000
Disease – Policy Limit $500,000
Disease - Each Employee $500,000
(4) Professional Liability – Per Claim and Aggregate: $2,000,000
The above listed Professional Liability insurance will not be required in any
construction contract let by the City if the City’s contractors are not required to
perform design engineering as part of the construction contract.
An umbrella or excess policy over primary liability coverages is an acceptable
method to provide the required insurance limits.
The above subparagraphs establish minimum insurance requirements. It is the sole
responsibility of the City’s contractors to determine the need for and to procure
additional insurance which may be needed in connection with the Project.
All insurance policies shall be open to inspection by the County and copies of
policies shall be submitted to the County upon written request.
12. Worker Compensation Claims.
City’s Employees. Any and all employees of the City and all other persons engaged by
the City in the performance of any work or services required or provided for herein to
be performed by the City shall not be considered employees of the County, and any and
all claims that may or might arise under the Workers' Compensation Act or the
Unemployment Compensation Act of the State of Minnesota on behalf of the employees
while so engaged and any and all claims made by any third parties as a consequence of
any act or omission on the part of the employees while so engaged on any of the work
or services provided to be rendered herein shall in no way be the obligation or
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
9 ___
responsibility of the County.
County’s Employees. Any and all employees of the County and all other persons
engaged by the County in the performance of any work or services required or provided
for herein to be performed by the County shall not be considered employees of the City,
and any and all claims that may or might arise under the Workers' Compensation Act or
the Unemployment Compensation Act of the State of Minnesota on behalf of the
employees while so engaged and any and all claims made by any third parties as a
consequence of any act or omission on the part of the employees while so engaged on
any of the work or services provided to be rendered herein shall in no way be the
obligation or responsibility of the City.
13. Records/Audits. The City agrees that the County, the State Auditor, or any of their duly
authorized representatives at any time during normal business hours, and as often as they may
reasonably deem necessary, shall have access to and the right to examine, audit, excerpt and
transcribe any books, documents, papers, records, etc., which are pertinent to the Project and
the accounting practices and procedures of the City which involve transactions relating to this
Agreement.
14. Nondiscrimination. The provisions of Minnesota Statute Section 181.59 and of any
applicable local ordinance relating to civil rights and discrimination and the Affirmative Action
Policy statement of Hennepin County shall be considered a part of this Agreement as though
fully set forth herein.
15. Counterparts/Electronic Signatures. This Agreement may be executed in one or more
counterparts, each of which will be deemed to be an original copy of this Agreement and all of
which, when taken together, will be deemed to constitute one and the same agreement. The
facsimile, email or other electronically delivered signatures of the Parties shall be deemed to
constitute original signatures, and facsimile or electronic copies hereof shall be deemed to
constitute duplicate originals.
16. Minnesota Laws Govern. The laws of the State of Minnesota shall govern all questions and
interpretations concerning the validity and construction of this Agreement and the legal
relations between the Parties and their performance. The appropriate venue and jurisdiction
for any litigation will be those courts located within the County of Hennepin, State of
Minnesota. Litigation, however, in the federal courts involving the Parties will be in the
appropriate federal court within the State of Minnesota.
(This space left intentionally blank)
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
10 ___
IN TESTIMONY WHEREOF, the Parties hereto have caused this Agreement to be executed
by their respective duly authorized officers and agree to be bound by the provisions herein set
forth.
CITY OF NEW HOPE
By:
Mayor
Date:
By:
City Manager
Date:
COUNTY OF HENNEPIN
ATTEST:
By: By:__________________________________
Deputy/Clerk of the County Board Chair of its County Board
Date: Date: ________________________________
And: ________________________________
County Administrator
Date: ________________________________
REVIEWED BY
THE COUNTY ATTORNEY’S OFFICE: And:_________________________________
Assistant County Administrator, Public Works
By: Date:________________________________
Assistant County Attorney
Date:
RECOMMENDED FOR APPROVAL
By:_________________________________
County Highway Engineer
Date:________________________________
RECOMMENDED FOR APPROVAL
By:_________________________________
Department Director, Transportation
Operations
Date:________________________________
Agreement No. PW 53-39-22
CSAH No. 9; C.P. 2163700
11 ___
EXHIBIT A
Project Plan Title Sheet
EXHIBIT B
Drainage Ownership and Maintenance Responsibilities
EXHIBIT B: STORM SEWER MAINTENANCE
COUNTY
CITY
MNDOT
EXHIBIT B: STORM SEWER MAINTENANCE
COUNTY
CITY
MNDOT
Bryce Fossand Digitally signed by Bryce Fossand
Date: 2023.01.06 08:57:22 -06'00'
EXHIBIT B: STORM SEWER MAINTENANCE
COUNTY
CITY
MNDOT
Bryce Fossand Digitally signed by Bryce Fossand
Date: 2022.11.09 15:08:04 -06'00'
EXHIBIT B: STORM SEWER MAINTENANCE
COUNTY
CITY
MNDOT
EXHIBIT B: STORM SEWER MAINTENANCE
COUNTY
CITY
MNDOT
I:\RFA\PUBWORKS\2022\Council\1016 169 & 42nd Ave N Bridge Interchange Improvements\RFA MnDOT municipal consent
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution to waive municipal consent for the Trunk Highway (TH) 169 Bridge Reconstruction Improvements
at 36th Avenue North (Improvement Project No. 1087)
Requested Action
Staff recommends approval of the resolution waiving the municipal consent approval action for the
final layout of the TH 169 Bridge Reconstruction at 36th Avenue North within the corporate limits of
New Hope.
Policy/Past Practice
It is a past practice of Public Works staff to request direction from the City Council on potential upcoming
projects.
Background
New Hope Public Works and engineering staff have been meeting with representatives from MnDOT, to
discuss the replacement of the TH 169 / 36th Avenue bridge. The existing bridge is nearing the end of its useful
life. Staff provided the City Council with an update on this project at past work sessions. MnDOT plans to
complete this project in 2024. MnDOT needs to get municipal consent from the local unit of government
whenever a trunk highway project alters access, increases or reduces traffic capacity, or requires acquisition of
permanent right‐of‐way. The municipal approval process may not be triggered on the TH 169/36th Avenue
North Bridge due to no need for right‐of‐way acquisition. MnDOT staff is still requesting the waiver in case
any ADA related ramps may trigger the need for additional ROW at the ramp areas.
Funding
At this time MnDOT is working on updating cost estimates. The city of New Hope will eventually process a
cooperative construction agreement with MnDOT. The city’s portion of funding will be covered by the Street
Infrastructure Fund.
Attachments
Resolution
City Engineer Memo
Agenda Section
Consent
Item Number
6.10
City of New Hope
Resolution No. 23‐
Resolution to waive municipal consent for the Trunk Highway (TH) 169
Bridge Reconstruction Improvements at 36th Avenue North
(Improvement Project No. 1087)
WHEREAS, the Commissioner of Transportation has prepared a final layout for State Project 2772‐
125 on Trunk Highway 169, from 285’ south of 36th Ave to 295’ north of 36th Avenue N
within the City of New Hope for TH 169 bridge replacement improvements; and seeks
the approval thereof, as described in Minnesota Statutes 161.162 to 161.167: and
WHEREAS, said final layout is on file in the Metro District Minnesota Department of
Transportation office, Roseville, Minnesota, being marked as Layout No. 2, S.P. 2772‐
125, from R.P. 133+0.620 to 133+00.715; and
NOW, THEREFORE, BE IT RESOLVED, that the City Council waives the municipal consent approval
action, described in Minnesota Statutes 161.162 to 161.167, of the final layout for SP
2772‐125 for the improvement of said and Trunk Highway 169 within the corporate
limits.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 23 day of
January, 2023.
Mayor
Attest:
City Clerk
Memo
To: Bernie Weber, Public Works Director
City of New Hope
From: Dan Boyum
City Engineer
Project/File: 193805550 Date: January 13, 2023
Reference: TH 169 / 36th Avenue North Bridge Project
Resolution to Waive Municipal Consent
Municipal approval is required for any trunk highway project that results in any of the following within a city:
Alters access,
Increases or reduces traffic capacity, or
Requires acquisition of permanent right of way.
Increasing or reducing traffic capacity means increasing or reducing the number of through lanes. For
example, adding an auxiliary lane is not a change in capacity. Acquisition of permanent right of way
includes acquisition of permanent easements (e.g., drainage easements).
The municipal approval process may not be triggered on the TH 169/36th Avenue North Bridge due to no
need for right-of-way acquisition. However, MnDOT Staff is still requesting incase any ADA related ramps
may trigger the need for additional ROW as the ramp areas.
The municipal approval process involves holding a public hearing on the project layout, passing a resolution
approving the layout, or the city disapproving of the project layout. If the City disapproves of a layout, an
appeal process could then follow. The period for the process could take 254 additional days.
Since MnDOT, Plymouth, and New Hope have been working closely on this project and have shared
information on the layout, scope, and costs, MnDOT is asking the city to approve a resolution to waive
municipal consent. Staff has reviewed the proposed improvements at past work sessions and discussed
the waiver at the January 17, 2023 Council Work Session. Based on those past reviews and discussions,
we would recommend the City approve the resolution to waive municipal consent.
We can review this resolution and address any questions at the January 23, 2023 Council Meeting.
Regards,
Stantec Consulting Services Inc.
Dan Boyum
City Engineer
Phone: (612) 712-2021
Mobile: 6517755098
dan.boyum@stantec.com
Attachment: Resolution to Waive Municipal Consent, TH 169 / 36th Avenue North Bridge Figure
I:\RFA\PUBWORKS\2023\Council\MSA request advance funding/Q & R MSA request advance funding
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution requesting municipal state aid street funds advance for the 42nd Avenue Infrastructure
Improvements (Improvement Project No. 1029/1016)
Requested Action
Staff recommends the Council approve a resolution requesting advance payment of the city’s state aid
construction allotment funds for use for the upcoming 42nd Avenue infrastructure improvements.
Policy/Past Practice
In years past, the city has made request of the state for advances from the Minnesota state aid street fund to
supplement the available funds in the city’s state aid construction account. This allows the city to encumber
funding from future years for current state aid infrastructure projects. Most recently an advance was granted in
2018 for the Boone Avenue and 36th Avenue mill and overlay project.
Background
For many years the state has maintained a process to allow cities and counties to draw from future state aid fund
allotments to supplement the current available funds for state aid project. The state’s current advance funding
program releases funds to applicants on a first come, first served basis. For the 42nd Avenue improvements, these
advance state aid funds would supplement the use of the city’s street infrastructure funds.
Funding
As of December 31, 2022, the city’s State Aid Construction Account balance was a negative balance of
$57,401.80. The city will request $1,250,000 in state aid disbursements for 2023 Municipal State Aid Street
Projects, making the total advance request amount $1,307,401.80.
Attachments
Resolution
Agenda Section
Consent
Item Number
6.11
City of New Hope
Resolution No. 23‐
Resolution requesting municipal state aid street funds
advance for the 42nd Avenue Infrastructure Improvements
(Improvement Project No. 1029/1016)
WHEREAS, the City of New Hope is planning to implement Municipal State Aid Street Projects in 2023 which
will require State Aid funds in excess of those available in its State Aid Construction Account, and
WHEREAS, said municipality is prepared to proceed with the construction of said projects through the use of an
advance from the Municipal State Aid Street Fund to supplement the available funds in their State
Aid Construction Account, and
WHEREAS, the advance is based on the following determination of estimated expenditures:
Account Balance as of date _12/31/2022_ $(57,401.80)
Less estimated disbursements:
Project # 182‐101‐020 (Boone Signal) $ 600,000.00
Project # 182‐020‐028 (42nd Trail) $ 250,000.00
Project # 182‐020‐028 (42nd Lighting) $ 350,000.00
Project # 182‐101‐020 (Boone Trail) $ 50,000.00
Bond Principle (if any) $__________
Project Finals (overruns‐if any) $__________
Other_________________ $__________
Total Estimated Disbursements $ 1,250,000.00
Advance Amount (amount in excess of acct balance) $ 1,307,401.80
WHEREAS, repayment of the funds so advanced will be made in accordance with the provisions of Minnesota
Statutes 162.14, Subd. 6 and Minnesota Rules, Chapter 8820.1500, Subp. 10b, and
WHEREAS, the Municipality acknowledges advance funds are released on a first‐come‐first‐serve basis and this
resolution does not guarantee the availability of funds.
NOW, THEREFORE, BE IT RESOLVED,
That the Commissioner of Transportation be and is hereby requested to approve this advance for
financing approved Municipal State Aid Street Project(s) of the City of New Hope in an amount up to
$ 1,307,401.80. I hereby authorize repayments from subsequent accruals to the Municipal State Aid
Street Construction Account of said Municipality from future year allocations until fully repaid.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 23rd day of January, 2023.
_________________________
Mayor
Attest: __________________________
City Clerk
I:\RFA\P&R\FORESTRY\2023\Tree Services Contact\Q&R ‐Tree Service contract renewal 2023.docx
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Parks & Recreation
By: Susan Rader, Director
Agenda Title
Resolution approving a contract renewal with Bratt Tree Company for professional tree care services
Requested Action
Staff recommends approval of a motion approving a contract renewal for 2023 with Bratt Tree Company. The
current contract expires on March 31, 2023.
Policy/Past Practice
The city enters into contracts for professional services on an as needed basis.
Background
The city has contracted with and utilized the tree care services of the same contractor since 2010. The contract
has been requoted on a three‐to‐four‐year basis since that time. The current amount for contracted services in
2023 is $200,000 in the Streets budget and $25,000 in the Parks budget.
With the need for a reliable, capable tree service to handle the current workload/demand, staff recommends
renewal of the contract for an additional contract term for April 1, 2023 ‐ March 31, 2024.
Bratt Tree company is a relatively large outfit composed of four tree care companies that can handle the
increased tree removal demands because of the Emerald Ash Borer infestation. The four‐company tree
service organization creates redundancy in equipment, labor, and other resources necessary to prevent delays
in tree work. They have several partnerships and specialized equipment for wood disposal. They provide
good work and are frequently complimented by residents. Bratt Tree Company offers tree removal and
pruning services, tree planting services and stump grinding. They provide dependable and good
communication and have always prioritized New Hope pertaining to tree needs.
Bratt Tree Company has agreed to continue providing tree care services for the city of New Hope under the
same contract terms from April 1, 2023 ‐ March 31, 2024, with the option for renewal if mutually agreed upon
by the City and Bratt Tree Company. These proposed tree removal costs remain unchanged from the original
quote provided in 2019:
10” and Under: $27/inch
11”‐20”: $38/inch
21”‐30”: $45/inch
Over 30” $54/inch
Agenda Section
Consent
Item Number
6.12
Staff has had a good working relationship with Bratt Tree Company and has received positive feedback from
both city staff and New Hope residents regarding the tree services they provide.
The City Council and staff have seen the importance of acting on the current infestation. At the November 21,
2022 work session, the City Council discussed the tree contract renewal with city staff and agreed to renew
the tree care contract formally at a future City Council meeting.
Funding
Funding is available for this contract through both the Streets and Parks operating budgets.
Attachment
Resolution
Tree Services Contract
City of New Hope
Resolution No. 2023‐
Resolution approving a contract renewal
with Bratt Tree Company for professional tree care services
WHEREAS, the city has consistently hired tree contractors to provide tree services and perform work
which cannot be accomplished alone by city staff; and,
WHEREAS, funding is available in the Streets and Parks operating budgets; and,
WHEREAS, tree maintenance activities are an integral component of maintaining the health of our urban
forests, particularly during a tree epidemic; and,
WHEREAS, staff has prepared a proposed contract, setting forth the project scope of work, terms,
conditions, and compensation for services; and,
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of New Hope as follows:
1. That the contract for contracted tree services for April 1, 2023 ‐ March 31, 2024, is awarded
to Bratt Tree Company. This contract may be renewed if mutually agreed upon by both
parties.
2. That a contract between the city of New Hope and Bratt Tree Company is approved, and
the mayor and acting city manager are authorized and directed to sign the same.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota this 23rd day of January
2023.
______________ ______________
Mayor
Attest: ________ _________________
City Clerk
CITY OF NEW HOPE
CONTRACT FOR TREE
REMOVAL/TRIMMING
SERVICES
WITH
BRATT TREE COMPANY
For valuable consideration as set forth below, this contract dated the 23rd day of January 2023, is
made and signed by the City of New Hope (hereinafter “City”) and Bratt Tree Company
(hereinafter “Contractor”).
1. CONTRACT DOCUMENTS
The Contractor hereby promises and agrees to perform and comply with all the provisions
of this Contract and specifications, all of which are incorporated hereby by this reference.
This Contract shall compromise the total agreement of the parties hereto. No oral order,
objection or claim by any party to the other shall affect or modify any of the terms or
obligations contained in this Contract.
2. THE WORK
The work to be performed by Contractor under this Contract (hereinafter the “Work”), is
defined in the “Removal and Trimming of Trees on Public and Private Property‐City of
New Hope”. Any modifications to the work defined in “Removal and Trimming of Trees
on Public and Private Property‐City of New Hope” will be made in writing.
3. CONTRACT PRICE
The City agrees to pay the contractor the following amount based upon the tree diameter at
breast height (D.B.H.) payable in accordance with the payment terms of the City of New
Hope tree service specifications.
10” and under $27 /inch
11”‐20” $38 /inch
21”‐30” $45 /inch
Over 30” $54 /inch
4. COMPLETION DATE
Contractor shall complete his performance under this contract by the 31st day of March 2024
(hereinafter “Completion Date”). This contract may be renewed if mutually agreed upon by
both parties.
5. INSURANCE/BOND
Before beginning actual work under this Contract, the Contractor shall submit to the City
and obtain the City’s approval of a certificate of insurance on Standard Form C.I.C.C.‐701 or
ACORD 25 forms, showing the following insurance coverage and listing the City as a loss
payee under the policies:
a. General Contractor Liability: $1,000,000.00
b. Automobile Liability for all Automobiles: $1,000,000.00
c. Workman’s Compensation: Statutory Amounts
This certificate must provide for the above coverages to be in effect from the date of the
Contract until 30 days after the Completion Date and must provide the insurance coverage
will not be canceled by the insurance company without 30 days written notice to the City of
intent to cancel. The certificate must further provide that the contractor’s insurance
coverage is primary coverage notwithstanding any insurance coverage carried by the City
that may apply to injury or damage relating to the maintenance or repair of the City’s streets
or right‐of‐ways by either the City or any employee, agent, independent contractor or any
other person or entity retained by the City to perform the services described herein.
6. LAWS, REGULATIONS AND SAFETY
The Contractor shall give all notices and comply with all laws, ordinances, rules and
regulations applicable to performance under this Contract.
7. INDEMNIFICATION
The Contractor agrees to indemnify, defend, and hold the City harmless from any damages,
including costs and attorney’s fees, from any claims, demands, actions, or causes of action
arising out of any act or omission on the part of the Contractor or its agents, servants or
employees in the performance of or with relation to any of the work or services performed
or furnished by the contractor under this Contract.
8. ASSIGNMENT
The Contractor shall not assign or transfer, whether by an assignment or notation or
otherwise, any of its rights, duties, benefits, obligations, liabilities, or responsibilities
without prior written consent of the City.
9. NOTICE
The address and telephone number of the Contractor for purposes of giving notices and any
other purpose under this contract shall be 2423 E 26th St, Minneapolis, MN 55406. The
contact person shall be Connor Walsh (612) 721‐4153.
The address of the City for purposes of giving notices and any other purpose under this
contract shall be 4401 Xylon Avenue North, New Hope, MN 55428. The contact person for
this contract is Shawn Markham‐City Forester/Contract Manager.
IN WITNESS WHEREOF, the parties to this Contract have hereunto set their hands and seals
as of the day and year first above written.
CITY OF NEW HOPE
By
Its Mayor
By
Its Acting City Manager
CONTRACTOR
By
Its Representative
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing was acknowledged before me this day of
, 2023, by Kathi Hemken and Tim Hoyt, the Mayor and Acting City
Manager, respectively, of the City of New Hope, a Minnesota municipal corporation, on behalf
of said municipal corporation.
Notary Public
STATE OF MINNESOTA )
) ss.
COUNTY OF HENNEPIN )
The foregoing was acknowledged before me on this day of
, 2023, by
of , on behalf of
Notary Public
I:\RFA\PUBWORKS\2023\Council\1074 2022 Infrastructure Improvement\Final Payment
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Director
Agenda Title
Resolution approving final payment to Northwest Asphalt, Inc. in the amount of $70,985 for the 2022
Infrastructure Improvement Project (Improvement Project No. 1074)
Requested Action
Staff recommends that the Council accept the 2022 Infrastructure Improvement Project and authorize final
payment.
Policy/Past Practice
The City Council routinely considers public infrastructure improvement projects to extend the useful life of
the infrastructure and/or improve the level of service.
Background
The project consisted of street and utility improvements north of Bass Lake Road in the Liberty Park West
neighborhood. Mill and overlay improvements were completed on 59th Avenue, 60th Avenue, Hillsboro Ave
and Circle, Gettysburg Ave and Circle, and reclaim and overlay was completed on Independence Avenue.
Water main was replaced along Independence Avenue and Bass Lake Road. Storm sewer improvements
were also completed along Independence Avenue. Project construction began in the spring of 2022 and all
major project work was completed in fall of 2022.
Funding
Northwest Asphalt, Inc. was the low bid contractor with a contract amount of $1,296,606.60. The final
construction amount is $1,176,243.09, or $120,363.51 under the contract amount. The underrun was primarily
due to less removals and replacements of curb and driveway, and less topsoil and blow mulch needed. The
pavement in the mill and overlay area also did not require excess patching or repair between the street
milling and overlay.
Attachments
Resolution
City Engineer’s Memorandum
Final Pay Request
Agenda Section
Consent
Item Number
6.13
City of New Hope
Resolution No. 23‐
Resolution approving final payment to Northwest Asphalt, Inc.
in the amount of $70,985 for the 2022 Infrastructure Improvement Project
(Improvement Project No. 1074)
WHEREAS, the infrastructure improvement identified followed the pavement management strategy
adopted by the Council; and
WHEREAS, the city has entered into a contract with Northwest Asphalt, Inc. for construction of the 2022
Infrastructure Improvements; and
WHEREAS, staff is recommending that the Council adopt a resolution to accept improvement project
number 1074 and approve final payment to Northwest Asphalt, Inc. in the amount of
$70,985 and
WHEREAS, the city engineer has reported that all work and documentation has been satisfactorily
completed and recommends, along with staff, final payment be made to Northwest Asphalt,
Inc.
NOW, THEREFORE, BE IT RESOLVED,
1. That the City Council accepts the 2022 Infrastructure Improvement project from
Northwest Asphalt, Inc.
2. That the city manager is hereby directed to authorize the final payment in the amount of
$70,985.
Adopted by the City Council of the City of New Hope, Hennepin County, Minnesota, this 23rd day of
January, 2023.
Mayor
Attest:
City Clerk
Stantec Consulting Services Inc.
733 Marquette Avenue Suite 1000, Minneapolis MN 55402-2309
January 13, 2023
File:193805342
Attention:Bernie Weber, Director of Public Works
City of New Hope
4401 Xylon Avenue North
New Hope, MN 55428
Dear Bernie,
Reference: Final Payment Request No. 5 & Final – 2022 Infrastructure Improvements
City Project No. 1074
Enclosed find Payment Request No. 5 & Final for the above referenced project. The contractor,
Northwest Asphalt, Inc. completed the work in accordance with the contract plans and
specifications and has submitted all closeout documents. Therefore, it is recommended that final
payment of $70,985.00 be made, and the City of New Hope accepts the project.
The Final Construction Amount is $1,176,243.09, or $120,363.51 under the Contract Amount of
$1,296,606.60. The underrun was primarily due to less removals/replacements of curb, driveways,
and topsoil/blow mulch. The pavement in the Mill and Overlay area also did not require as much
patching or repair between the street milling and overlay.
If you have any questions or require further information, please call me at (612) 712-2021.
Regards,
Stantec Consulting Services Inc.
Dan D. Boyum, P.E.
City Engineer
Phone: 612 712 2021
dan.boyum@stantec.com
Attachments: Pay Request No. 5 & Final and IC-134 Forms
c.Tim Hoyt, Valerie Leone, Dave Lemke, Matt Rowedder, Andrew Kramer, Nick Macklem – New Hope; Stacy
Woods – City Attorney; Ann Ackerson – Stantec.
City of New Hope
4401 Xylon Ave N
New Hope , MN 55428
Page 2 of 9
Client Project Number: 1074
Payment Number: 5 / FINAL
Payment Summary
No.Up To Date Work Certified
Per Request
Amount Retained
Per Request
Amount Paid
Per Request
1 2022-05-12 $119,038.70 $5,951.94 $113,086.76
2 2022-06-17 $708,815.50 $35,440.77 $673,374.73
3 2022-07-14 $152,196.33 $7,609.82 $144,586.51
4 2022-11-23 $183,379.04 $9,168.95 $174,210.09
5 2022-12-15 $12,813.52 ($58,171.48)$70,985.00
Funding Category
Name
Work Certified
to Date
Less Amount
Retained
Less Previous
Payments
Amount Paid
this Request
Total Amount
Paid to Date
Sanitary Sewer Fund $40,694.10 $0.00 $38,659.39 $2,034.71 $40,694.10
Storm Sewer Fund $38,532.55 $0.00 $36,605.93 $1,926.62 $38,532.55
Street Fund $416,175.81 $0.00 $389,880.80 $26,295.01 $416,175.81
Tree Forester $106,260.00 $0.00 $100,947.00 $5,313.00 $106,260.00
Water Fund $574,580.63 $0.00 $539,164.97 $35,415.66 $574,580.63
Contract Item Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Request
Amount
This
Request
Quantity
To Date
Amount
To Date
PART 1: GENERAL
1 2021.501
/00010 MOBILIZATION LS $69,620.00 1 0 $0.00 1 $69,620.00
2 2563.601
/00010 TRAFFIC CONTROL LS $4,345.00 1 0 $0.00 1.34 $5,824.00
3 2016.601
/90001
QUALITY SERVICE LOCATES
(GPS - UTILITY DATA
COLLECTION)
LS $5,000.00 1 0 $0.00 1 $5,000.00
PART1: GENERAL TOTALS:$0.00 $80,444.00
PART 2A: WATERMAIN (RECLAIM)
4 2104503/
00270
REMOVE EXISTING
WATERMAIN LF $8.00 1120 0 $0.00 1012 $8,096.00
5 9990.736
03 REMOVE WATER SERVICE EA $65.00 21 0 $0.00 21 $1,365.00
6 2104.502
/00880
REMOVE HYDRANT, VALVE
AND BOX EA $350.00 2 0 $0.00 2 $700.00
7 2104.502
/00850 REMOVE VALVE AND BOX EA $75.00 3 0 $0.00 3 $225.00
8 2504.601
/00040 TEMPORARY WATER SERVICE LS $7,850.00 1 0 $0.00 1 $7,850.00
9 2504.602
/00011
CONNECT TO EXISTING
WATERMAIN EA $1,922.75 2 0 $0.00 3 $5,768.25
10 2504.603
/02006
6" PVC WATER MAIN, C900-
DR18, WITH TRACER WIRE LF $51.72 60 22 $1,137.84 92.46 $4,782.07
11 2504.603
/02008
8" PVC WATER MAIN, C900-
DR18 WITH TRACER WIRE LF $59.35 1060 0 $0.00 1092 $64,810.20
City of New Hope
4401 Xylon Ave N
New Hope , MN 55428
Page 3 of 9
Client Project Number: 1074
Payment Number: 5 / FINAL
Contract Item Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Request
Amount
This
Request
Quantity
To Date
Amount
To Date
12 2504.602
/00806 6" GATE VALVE AND BOX EA $2,210.00 1 0 $0.00 1 $2,210.00
13 2504.602
/00808 8" GATE VALVE AND BOX EA $2,768.92 2 0 $0.00 2 $5,537.84
14 2504.602
/00020
HYDRANT INSTALLATION W/ 6"
GATE VALVE AND BOX EA $6,838.78 3 0 $0.00 3.12 $21,397.56
15 2503.608
/00011 DUCTILE IRON FITTINGS LB $10.34 600 284 $2,936.56 784 $8,106.56
16 2502.604
/00140 INSULATION - 4" THICK SY $50.00 5 0 $0.00 4.5 $225.00
17 2320.000
44 IMPROVED PIPE FOUNDATION LF $4.00 1060 0 $0.00 0 $0.00
18 2504.602
/00410
1" CORPORATION STOP AND
SADDLE EA $1,408.26 21 0 $0.00 21 $29,573.46
19 2504.603
/00710 1" TYPE K COPPER PIPE L F $79.97 170 0 $0.00 105 $8,396.85
20 2504.602
/00014
CONNECT TO EXISTING
WATER SERVICE EA $140.00 21 0 $0.00 21 $2,940.00
21 2503.602
/00411 REPAIR CROSSING PIPE EA $150.00 8 0 $0.00 2 $300.00
22 9990.042
31 REMOVE TREE EA $660.00 18 0 $0.00 181 $119,460.00
23 2104.518
/00270
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT S F $1.00 1300 0 $0.00 1117.8 $1,117.80
24 2104.518
/00160
REMOVE CONCRETE
DRIVEWAY PAVEMENT S F $2.00 500 0 $0.00 493.1 $986.20
25 2504.603
.9950
REMOVE AND REPLACE
CONCRETE CURB & GUTTER LF $26.76 1020 -37.7 ($1,008.85)1020 $27,295.20
26 9990.056
21
REMOVE CONCRETE VALLEY
GUTTER SY $10.00 40 0 $0.00 40 $400.00
27 2315.000
06 COMMON EXCAVATION (CV)CY $35.00 450 0 $0.00 450 $15,750.00
28 2211.507
/00161
AGGREGATE BASE, CLASS 5 -
(SPECIAL)TN $18.75 830 0 $0.00 1356.2 $25,428.75
29 2503.603
.9938
TYPE SP 9.5 BITUMINOUS
MIXTURE FOR DRIVEWAYS
(2,B)
TN $228.70 30 0 $0.00 21.42 $4,898.75
30 2531.604
/00207
6' WIDE CONCRETE VALLEY
GUTTER SY $79.20 40 0 $0.00 41.44 $3,282.05
31 9990.288
48
6" CONCRETE DRIVEWAY
PAVEMENT SF $6.60 450 0 $0.00 493 $3,253.80
32 2315.000
95 TOPSOIL BORROW (LV)CY $35.00 120 0 $0.00 10 $350.00
33 2575.504
/00091
EROSION CONTROL COMPOST
BLANKET - BLOWN WITH SEED SY $5.13 1100 0 $0.00 1664 $8,536.32
City of New Hope
4401 Xylon Ave N
New Hope , MN 55428
Page 4 of 9
Client Project Number: 1074
Payment Number: 5 / FINAL
Contract Item Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Request
Amount
This
Request
Quantity
To Date
Amount
To Date
PART 2A: WATERMAIN (RECLAIM) TOTALS:$3,065.55 $383,042.66
PART 2B: STORM SEWER (RECLAIM)
34 2225.000
62 REMOVE STORM SEWER PIPE LF $20.00 5 0 $0.00 8 $160.00
35 2503.541
/90126 12" RCP STORM SEWER, CL5 LF $58.78 37 0 $0.00 53 $3,115.34
36 9990.204
69
12" RCP FLARED END
SECTION, CL5 EA $1,025.00 1 0 $0.00 0 $0.00
37 9990.397
59 2'X3' CB EA $1,761.00 1 0 $0.00 1 $1,761.00
38 2502.602
/00201 YARD DRAIN EA $2,150.00 1 0 $0.00 1 $2,150.00
39 9990.415
88 2'X3' CB WITH SUMP EA $2,979.00 1 0 $0.00 1 $2,979.00
40 9990.397
58 3'X4' CB WITH SUMP EA $6,520.00 1 0 $0.00 1.8 $11,630.46
41 2502.541
/10002
6" PVC NON-PERFORATED
DRAIN TILE LF $28.25 200 0 $0.00 190 $5,367.50
42 2502.541
/10002
6" PVC PERFORATED DRAIN
TILE, WITH SOCK LF $37.73 40 0 $0.00 30 $1,131.90
43 2502.602
/00407
6" PVC CLEAN-OUT WITH
METAL CAP EA $785.00 1 0 $0.00 1 $785.00
44 2502.602
/00241
CONNECT TO STRUCTURE
(DRAINTILE)EA $275.00 6 0 $0.00 2 $550.00
45 2503.602
/00320
CONNECT TO EXISTING
STORM SEWER EA $966.70 1 0 $0.00 2 $1,933.40
46 2511.507
/00014 RIPRAP, CLASS III CY $90.00 10 0 $0.00 0 $0.00
47 9990.388
45 TELEVISE STORM SEWER LF $27.03 37 0 $0.00 0 $0.00
PART 2B: STORM SEWER (RECLAIM) TOTALS:$0.00 $31,563.60
PART 2C: SANITARY SEWER (RECLAIM)
48 2285.000
615
REMOVE AND REPLACE
SANITARY SEWER FRAME AND
RINGS WITH HDPE RINGS AND
FRAME
EA $1,463.00 5 0 $0.00 4.5 $6,583.50
49 2506.602
/06471 INTEGRAL CONCRETE RING LF $300.00 5 0 $0.00 0 $0.00
50 9990.551
45 REPAIR SANITARY SEWER EA $350.00 1 0 $0.00 0 $0.00
PART 2C: SANITARY SEWER (RECLAIM) TOTALS:$0.00 $6,583.50
City of New Hope
4401 Xylon Ave N
New Hope , MN 55428
Page 5 of 9
Client Project Number: 1074
Payment Number: 5 / FINAL
Contract Item Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Request
Amount
This
Request
Quantity
To Date
Amount
To Date
PART 2D: STREET IMPROVEMENTS (RECLAIM)
51 2540.602
/00001 TEMPORARY MAIL LS $2,392.40 1 0 $0.00 1 $2,392.40
52 2573.530
/00011 INLET PROTECTION EA $125.00 9 0 $0.00 9 $1,125.00
53 2573.503
/00023
SILT FENCE (MACHINE
SLICED)LF $3.50 200 0 $0.00 0 $0.00
54 2573.533
/000142 BIO-LOG, TYPE WOOD FIBER LF $3.50 133 0 $0.00 0 $0.00
55 2104.505
/00121
RECLAIM AND SHAPE
BITUMINOUS PAVEMENT SY $4.90 3560 0 $0.00 3760 $18,424.00
56 9990.042
31 REMOVE TREE EA $160.00 4 0 $0.00 4 $640.00
57 2230.000
1 BRUSH REMOVAL LS $500.00 2 0 $0.00 2 $1,000.00
58 2504.603
.9950
REMOVE AND REPLACE
CONCRETE CURB & GUTTER LF $33.42 300 137.7 $4,601.93 587.7 $19,640.93
59 2104.503
/00440 REMOVE GUARDRAIL L F $23.10 80 0 $0.00 80 $1,848.00
60 2104.503
/01551 REPLACE GUARDRAIL LF $150.70 80 0 $0.00 0 $0.00
61 2315.000
06 COMMON EXCAVATION (CV)CY $35.00 150 0 $0.00 150 $5,250.00
62 2357.506
/00010
BITUMINOUS MATERIAL FOR
TACK COAT GAL $3.00 180 0 $0.00 50 $150.00
63 2360.509
/12200
TYPE SP 9.5 WEARING
COURSE MIXTURE (2,B)TN $79.84 710 0 $0.00 1110.67 $88,675.89
64 2540.603
/00016
MASTIC PRIOR TO WEAR
PAVING LF $0.75 2400 0 $0.00 0 $0.00
65 2575.504
/00091
EROSION CONTROL COMPOST
BLANKET - BLOWN WITH SEED SY $2.50 380 0 $0.00 625 $1,562.50
66 2315.000
95 TOPSOIL BORROW (LV)CY $35.00 100 0 $0.00 60 $2,100.00
67 9990.004
29 WATER FOR DUST CONTROL MG
AL $50.00 10 0 $0.00 0 $0.00
68 2504.603
.9954
STREET SWEEPER WITH
PICKUP BROOM HR $150.00 10 0 $0.00 10 $1,500.00
PART 2D: STREET IMPROVEMENTS (RECLAIM) TOTALS:$4,601.93 $144,308.72
City of New Hope
4401 Xylon Ave N
New Hope , MN 55428
Page 6 of 9
Client Project Number: 1074
Payment Number: 5 / FINAL
Contract Item Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Request
Amount
This
Request
Quantity
To Date
Amount
To Date
PART 3A: UTILITIES (M&O)
69 9990.254
59
REMOVE AND REPLACE
WATER GV BOX SECTION EA $900.00 6 0 $0.00 5 $4,500.00
70 2285.000
615
REMOVE AND REPLACE
SANITARY SEWER FRAME AND
RINGS WITH HDPE RINGS AND
FRAME
EA $1,298.00 29 0 $0.00 24 $31,152.00
71 2506.602
/06471 INTEGRAL CONCRETE RING LF $300.00 21 0 $0.00 0 $0.00
72 9990.256
39
REMOVE AND REPLACE
STORM SEWER FRAME AND
RINGS WITH CONCRETE
RINGS AND FRAME
EA $950.00 3 0 $0.00 5 $4,750.00
PART 3A: UTILITIES (M&O) TOTALS:$0.00 $40,402.00
PART 3B: STREET IMPROVEMENTS (M&O)
73 2573.530
/00011 INLET PROTECTION EA $125.00 44 0 $0.00 47 $5,875.00
74 2232.604
/00461
MILL BITUMINOUS PAVEMENT
- 2.0" DEPTH SY $3.49 20230 0 $0.00 18700 $65,263.00
75 2504.603
.9950
REMOVE AND REPLACE
CONCRETE CURB & GUTTER LF $38.21 1700 30.7 $1,173.05 519.3 $19,842.45
76 2104.518
/00270
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT S F $1.00 2400 0 $0.00 223 $223.00
77 2104.518
/00160
REMOVE CONCRETE
DRIVEWAY PAVEMENT S F $2.00 2400 0 $0.00 74.25 $148.50
78 2211.507
/00161
AGGREGATE BASE, CLASS 5 -
(SPECIAL)TN $36.31 1400 0 $0.00 13 $472.03
79 2360.509
/20101
BITUMINOUS PATCHING
(SPECIAL) - TYPE SP 12.5 NON-
WEARING COURSE
MIXTURE(B)
TN $112.68 300 0 $0.00 71.54 $8,061.13
80 2357.506
/00010
BITUMINOUS MATERIAL FOR
TACK COAT GAL $3.00 1000 0 $0.00 675 $2,025.00
81 2360.509
/12200
TYPE SP 9.5 WEARING
COURSE MIXTURE (2,B)TON $55.86 2800 0 $0.00 2072.84 $115,788.84
82 2503.603
.9938
TYPE SP 9.5 BITUMINOUS
MIXTURE FOR DRIVEWAYS
(2,B)
TN $183.32 55 0 $0.00 5 $916.60
83 9990.288
48
6" CONCRETE DRIVEWAY
PAVEMENT SF $6.60 2400 0 $0.00 74.25 $490.05
84 2540.603
/00016
MASTIC PRIOR TO WEAR
PAVING LF $1.07 13820 0 $0.00 10465 $11,197.55
85 2575.504
/00091
EROSION CONTROL COMPOST
BLANKET - BLOWN WITH SEED SY $5.13 2350 0 $0.00 153 $784.89
City of New Hope
4401 Xylon Ave N
New Hope , MN 55428
Page 7 of 9
Client Project Number: 1074
Payment Number: 5 / FINAL
Contract Item Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Request
Amount
This
Request
Quantity
To Date
Amount
To Date
86 2315.000
95 TOPSOIL BORROW (LV)CY $35.00 450 0 $0.00 13.3 $465.50
87 2504.603
.9954
STREET SWEEPER WITH
PICKUP BROOM HR $150.00 20 0 $0.00 37 $5,550.00
PART 3B: STREET IMPROVEMENTS (M&O) TOTALS:$1,173.05 $237,103.54
PART 4: BASS LAKE ROAD (BLR) WATERMAIN
88 2104503/
00271
REMOVE EXISTING
WATERMAIN (BLR)LF $10.00 800 0 $0.00 551 $5,510.00
89 9990.306
02
BULKHEAD EXISTING
WATERMAIN EA $200.00 12 0 $0.00 3 $600.00
90 2104.502
/00881
REMOVE HYDRANT, VALVE
AND BOX (BLR)EA $350.00 3 0 $0.00 3.5 $1,225.00
91 9990.736
08
ABANDON GATE VALVE AND
BOX IN PLACE EA $150.00 1 0 $0.00 1 $150.00
92 2104.502
/00852
REMOVE VALVE AND BOX
(BLR)EA $75.00 5 0 $0.00 4 $300.00
93 2504.602
/00034 ADJUST VALVE BOX EA $450.00 2 0 $0.00 0 $0.00
94 2504.601
/00041
TEMPORARY WATER SERVICE
(BLR)LS $13,000.00 1 0 $0.00 1 $13,000.00
95 2504.602
/00012
CONNECT TO EXISTING
WATERMAIN (BLR)EA $1,500.00 5 0 $0.00 5 $7,500.00
96 2504.603
/02007
6" PVC WATER MAIN, C900-
DR18 WITH TRACER WIRE
(BLR)
LF $51.57 100 0 $0.00 89 $4,589.73
97 2504.603
/02009
8" PVC WATER MAIN, C900-
DR18 WITH TRACER WIRE
(BLR)
LF $60.21 600 0 $0.00 595 $35,824.95
98 2504.603
/01912
10" HDPE, DR 18 OR 8"
FUSIBLE PVC - DIRECTIONAL
DRILL
LF $93.82 800 0 $0.00 800 $75,056.00
99 2504.603
/01913
10" HDPE, DR 18 OR 8"
FUSIBLE PVC - DIRECTIONAL
DRILL (UNDER BLR)
LF $97.15 142 0 $0.00 145 $14,086.75
100 2504.602
/00809 6" GATE VALVE AND BOX (BLR)EA $1,810.00 1 0 $0.00 1 $1,810.00
101 2504.602
/00809 8" GATE VALVE AND BOX (BLR)EA $2,419.00 7 0 $0.00 7 $16,933.00
102 2504.602
/00021
HYDRANT INSTALLATION W/ 6"
GATE VALVE AND BOX (BLR)EA $9,088.78 3 0 $0.00 3 $27,266.34
103 2503.608
/00011 DUCTILE IRON FITTINGS LB $9.40 1660 0 $0.00 1288.26 $12,109.60
104 2502.604
/00141 INSULATION - 4" THICK (BLR)SY $50.00 25 0 $0.00 2 $100.00
City of New Hope
4401 Xylon Ave N
New Hope , MN 55428
Page 8 of 9
Client Project Number: 1074
Payment Number: 5 / FINAL
Contract Item Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Request
Amount
This
Request
Quantity
To Date
Amount
To Date
105 2503.602
/00412 REPAIR CROSSING PIPE (BLR)EA $150.00 5 0 $0.00 5 $750.00
106 9990.354
29 IRRIGATION REPAIR LS $2,000.00 1 1.15 $2,296.00 2.75 $5,500.20
107 2573.530
/00013 INLET PROTECTION (BLR)EA $125.00 2 0 $0.00 2 $250.00
108 9990.338
46
SALVAGE AND REINSTALL
CHAIN LINK FENCE LF $40.00 40 0 $0.00 40 $1,600.00
109 2104.503
/00326
REMOVE CONCRETE CURB &
GUTTER (BLR)LF $5.00 50 0 $0.00 0 $0.00
110 9990.155
19
REMOVE CONCRETE STREET
PAVEMENT (FULL DEPTH)SY $15.00 60 0 $0.00 0 $0.00
111 2104.503
/00195
SAWING CONCRETE
PAVEMENT (FULL DEPTH)L F $6.00 80 0 $0.00 0 $0.00
112 9990.096
00
REMOVE BITUMINOUS STREET
PAVEMENT (FULL DEPTH)SY $7.50 30 0 $0.00 16.5 $123.75
113 2104.503
/00205
SAWING BITUMINOUS
PAVEMENT (FULL DEPTH)L F $4.00 50 0 $0.00 0 $0.00
114 2105.607
/00016
COMMON EXCAVATION (CV)
(BLR)CY $35.00 25 0 $0.00 0 $0.00
115 2211.509
/00071
AGGREGATE BASE, CLASS 5
(BLR)TN $17.81 55 0 $0.00 10 $178.10
116 2357.506
/00011
BITUMINOUS MATERIAL FOR
TACK COAT (BLR)GAL $10.00 10 0 $0.00 0 $0.00
117 2360.509
/12200
TYPE SP 9.5 WEARING
COURSE MIXTURE (2,B)TN $100.00 13 0 $0.00 12.7 $1,270.00
118 2360.509
/12250
TYPE SP 9.5 NON WEARING
COURSE MIXTURE (2,B)TN $100.00 15 0 $0.00 0 $0.00
119 2360.509
/24301
TYPE SP 12.5 BITUMINOUS
WEARING COURSE MIXTURE
(4,C)
TN $100.00 8 0 $0.00 0 $0.00
120 2360.509
/24305
TYPE SP 12.5 BITUMINOUS
NON-WEARING COURSE
MIXTURE (4,C)
TN $100.00 16 0 $0.00 0 $0.00
121 2503.603
.9940
B618 CONCRETE CURB &
GUTTER LF $38.50 50 0 $0.00 0 $0.00
122 9990.430
71 7" CONCRETE PAVEMENT SY $69.30 60 0 $0.00 33 $2,286.90
123 2574.507
/00101 TOPSOIL BORROW (LV) (BLR)CY $35.00 260 0 $0.00 97 $3,395.00
124 2573.533
/000142 BIO-LOG, TYPE WOOD FIBER LF $3.50 200 0 $0.00 0 $0.00
125 9990.229
66 EXPLORATORY DIGGING HR $350.00 15 4.79 $1,677.00 13.29 $4,652.00
126 2505.601 PROTECT EXISTING BURIED LS $150.00 1 0 $0.00 1 $150.00
City of New Hope
4401 Xylon Ave N
New Hope , MN 55428
Page 9 of 9
Client Project Number: 1074
Payment Number: 5 / FINAL
Contract Item Status
Line Item Description Units Unit Price Contract
Quantity
Quantity
This
Request
Amount
This
Request
Quantity
To Date
Amount
To Date
/00031 HIGH PRESSURE GAS
127 9990.406
73 SEED WITH HYDROMULCH SY $2.20 3340 0 $0.00 5506.93 $12,115.25
128 2503.603
/20091 STORM SEWER INSPECTION EA $150.00 5 0 $0.00 0 $0.00
129 2503.603
/20101
SANITARY SEWER
INSPECTION EA $150.00 4 0 $0.00 0 $0.00
130 9990.551
46
REPAIR SANITARY SEWER
(BLR)EA $150.00 3 0 $0.00 0 $0.00
131 2123.610
/00412
STREET SWEEPER WITH
PICKUP BROOM (BLR)HR $150.00 20 0 $0.00 29.75 $4,462.50
PART 4: BASS LAKE ROAD (BLR) WATERMAIN TOTALS:$3,973.00 $252,795.07
Base Bid Totals:$12,813.53 $1,176,243.09
Project Category Totals
Category Amount This Request Amount To Date
PART 1: GENERAL $0.00 $80,444.00
PART 2A: WATERMAIN (RECLAIM)$3,065.55 $383,042.66
PART 2B: STORM SEWER (RECLAIM)$0.00 $31,563.60
PART 2C: SANITARY SEWER (RECLAIM)$0.00 $6,583.50
PART 2D: STREET IMPROVEMENTS (RECLAIM)$4,601.93 $144,308.72
PART 3A: UTILITIES (M&O)$0.00 $40,402.00
PART 3B: STREET IMPROVEMENTS (M&O)$1,173.05 $237,103.54
PART 4:BASS LAKE ROAD (BLR) WATERMAIN $3,973.00 $252,795.07
Contract Total $1,176,243.09
C:\Users\vthompson\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\LP0RTVC1\8.1 Q ‐ 1090 Approve plans specs authorize
bidding_table_adjustment.docx
Request for Action
January 23, 2023
Approved by: Tim Hoyt, Acting City Manager
Originating Department: Public Works
By: Bernie Weber, Public Works Director
Agenda Title
Resolution approving plans and specifications and authorizing to advertise for bids for the proposed
2023 Infrastructure Improvements Project (Improvement Project No. 1090)
Requested Action
Staff recommends that Council pass a resolution approving plans and specifications and authorize to advertise
for bids for the proposed 2023 Infrastructure Improvement Project (Improvement Project No. 1090) in the areas
recommended on the 2022 Pavement Management Plan.
Policy/Past Practice
The City Council routinely considers public infrastructure improvement projects to extend the useful life of the
infrastructure and/or improve the level of service. The city’s pavement management has identified areas for
street infrastructure projects in 2023.
Background
The general location of the 2023 project includes streets in the Northwood southeast neighborhood bounded
by Boone Avenue to the west, 36th Avenue to the north, and the City of Crystal to the south and east as shown
on the attached project map. Elm Grove Avenue, 61st Avenue between Winnetka Avenue and Sumter Avenue,
and Sumter Avenue between 61st Avenue and Sumter Place are also proposed for street improvements. Streets
included in the project were recommended based upon pavement conditions identified in the 2022 pavement
management plan as well as underlying utility condition.
Utility improvements will include the replacement of the sanitary sewer manhole lids, frames, and rings to
reduce inflow and infiltration. Several sections of water main are proposed for replacement along Yukon
Avenue, Virginia Avenue, Xylon Avenue, and 37th Avenue. These sections of water main have a history of
water main breaks. There are five alternates on the project including Liberty Park Basketball Court
Improvements, Hidden Valley Park Trail Improvements, Meadow Lake Elementary Pickle Ball Court
Improvements, Meadow Lake Storm Sewer Culvert Improvements, and the Northwood Park Pollinator
Garden.
The feasibility report was presented and approved on September 26, 2022 and identified specific street and
utility improvement strategies. The feasibility report also identified there are no tax‐exempt properties that
will be affected by this work. Therefore, assessments will not be a funding source for the project. Residents
were given the opportunity to provide comments to the Council and staff at the October 24, 2022 public
hearing. Staff will also conduct site visits throughout the project area in spring 2023 to answer any questions
on how the project will affect properties, trees, driveways, curb and gutter replacement, storm sewer
improvements, etc. These types of meetings have worked well in the past to address resident questions.
Agenda Section
Development &
Planning
Item Number
8.1
C:\Users\vthompson\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\LP0RTVC1\8.1 Q ‐ 1090 Approve plans specs authorize
bidding_table_adjustment.docx
Funding
Engineering estimates anticipate higher construction pricing in 2023 based on feedback from contractors in
2022. Similar to some of the most recent project cost estimates, inflation is included in the project cost
estimates. The total base bid project cost for these improvements, including contingencies, indirect costs, and
inflation is currently estimated to be $4,385,233.69. This amount is less than the feasibility study estimate of
$4,884,623.71 and Capital Improvement Plan (CIP) estimate of $4,980,371.00. The breakdown of project costs is
shown below.
Estimated Project Costs
Item
Estimated
Construction
(includes 5%
Contingencies)
Indirect (20%)
Inflation or
Other Price
Increases Project Costs
Mill and Overlay $148,470.26 $29,694.05 $35,632.86 $213,797.17
Reclaim and Overlay $1,144,460.50 $228,892.10 $274,670.52 $1,648,023.12
Subtotal ‐ Street $1,292,930.76 $258,586.15 $310,303.38 $1,861,820.29
Water Main $1,562,541.97 $312,508.39 $375,010.07 $2,250,060.43
Sanitary Sewer $99,533.70 $19,906.74 $23,888.09 $143,328.53
Storm Water $90,294.75 $18,058.95 $21,670.74 $130,024.44
Total $3,045,301.18 $609,060.23 $730,872.28 $4,385,233.69
A summary of funding sources, estimated project costs, CIP budgets, and differences between estimates and
budget amounts are shown below.
Funding Summary
Funding Source Current Project
Cost Estimate
Capital Improvements Plan
(CIP) Budget Amount Difference
Mill and Overlay $213,797.17
$3,193,371.00 $1,331,550.71 Reclaim and Overlay $1,648,023.12
Subtotal ‐ Street Fund $1,861,820.29
Water fund $2,250,060.43 $1,562,000 ($688,060.43)
Sanitary Sewer fund $143,328.53 $125,000.00 ($18,328.53)
Storm Water fund $130,024.44 $100,000.00 ($30,024.44)
Total Project Costs $4,385,233.69 $4,980,371.00 $595,137.31
The street costs are less than the CIP budget because the Northwood northeast neighborhood was originally
planned to be included in the 2023 project, but has been delayed until 2025 due to underlying pavement
conditions. Water costs are higher because more water main is proposed for replacement than what was
estimated originally. Staff reviewed the additional water main costs with the city’s financial consultant, and
there are reserves in the water fund to complete those improvements. There were additional sanitary and
storm sewer improvements identified during design that led to the estimated costs being over the CIP budget.
As discussed above, alternate improvement options are proposed for basketball and pickleball courts, trails,
storm sewer culvert, and pollinator garden. The Council has the option to award or not award each alternate
improvement option. The estimated project costs for alternates are provided on the next page:
C:\Users\vthompson\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\LP0RTVC1\8.1 Q ‐ 1090 Approve plans specs authorize
bidding_table_adjustment.docx
Alternate Bid Improvements
Item
Estimated
Construction
Indirect
Costs
Inflation or
other Price
Increases
Estimated
Project Costs
Alt. No. 1 – Liberty Park Basketball
Improvements $61,050.83 $12,210.17
$14,652.20 $87,913.20
Alt. No. 2 – Hidden Valley Trail
Improvements $39,344.76 $7,868.95
$9,442.74 $56,656.45
Alt. No. 3 – Meadow Lake Elem Pickleball
Courts $89,002.20 $17,800.44
$21,360.53 $128,163.17
Alt. No. 4 – Meadow Lake Storm Sewer
Culvert Improvements $68,250.00 $13,650.00
$16,380.00 $98,280.00
Alt. No. 5 – Northwood Park Pollinator
Garden $100,748.73 $20,149.75
$24,179.69 $145,078.17
If the City Council chooses to move forward with this project, approval of plans and specifications and
authorization to advertise for contractor bids could be given at the January 23, 2023 council meeting. Bids
could then be received on February 23, 2023 and brought back to the council for review at the March 13, 2023
council meeting.
Attachments
Resolution
Engineer’s Memo
Location Map
2023 Infrastructure Improvement Plan Set
City of New Hope
Resolution 23‐
Resolution approving plans and specifications and authorizing to advertise
for bids for the proposed 2023 Infrastructure Improvements Project
(Improvement Project No. 1090)
WHEREAS, the city engineer has presented plans and specifications for the 2023 Infrastructure Project to the
City Council for approval; and,
WHEREAS, the City Council approves of the plans and specifications of the proposed 2023 Infrastructure
Project (Improvement Project No. 1090); and,
WHEREAS, the City Council authorizes the advertising for contractor bids for the completion of the
proposed 2023 Infrastructure Project (Improvement Project No. 1090).
NOW, THEREFORE, BE IT RESOLVED:
1. Plans and specifications of the proposed 2023 Infrastructure Project (Improvement Project
No. 1090), heretofore prepared by the City Engineer, have this day been presented to the
Council and such plans and specifications are hereby approved, and a copy thereof shall be
placed on file in the office of the City Clerk.
2. The City Council authorizes the advertisement for bids.
Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 23rd day of January,
2023.
Mayor
Attest:
City Clerk
Stantec Consulting Services Inc.
733 Marquette Avenue, Suite 1000
Minneapolis, MN 55402
January 18, 2023
File: 193805677
Attention: Bernie Weber, Director of Public Works
City of New Hope
5500 International Parkway
New Hope, MN 55428
Reference: 2023 Infrastructure Improvements – Approve Plans and Specifications; Authorize to Bid
City Project No. 1090
Dear Bernie,
As requested, we have prepared plans and specifications for the 2023 Infrastructure
Improvements project. The project generally consists of street and utility improvements within the
Northwood SE neighborhood; bounded by Northwood Park to the north, Winnetka Avenue North
to the east, 33rd Avenue North to the south, and Boone Avenue North to the west.
The project also includes street improvements within the Winnetka Green townhome community,
located south of Bass Lake Road (CSAH 10) and east of Winnetka Avenue North (CSAH 156) as
well as 61st and Sumter Avenue North as shown on the attached figure drawings.
There are five alternates on the project including Liberty Park Basketball Court Improvements,
Hidden Valley Park Trail Improvements, Meadow Lake Elementary Pickle Ball Court Improvements,
Meadow Lake Storm Sewer Culvert Improvements, and the Northwood Park Pollinator Garden.
The plans include water main, sanitary sewer, storm sewer, mill and overlay, and reclaim and
overlay improvements. A large share of the utility work is associated with water main
improvements along project streets. The city has experienced several water main breaks on those
project streets due to aging water main.
A walk and talk meeting with residents in the Northwood SE Neighborhood was scheduled for last
fall, but due to poor weather, it has been delayed until Spring 2023. Due to the watermain being
under or close to the curb and gutter on the project streets, the curbing, driveways, and
boulevards will be affected with the water main improvements.
We are anticipating higher construction pricing in 2023 based on feedback from contractors in
2022. Similar to some of the most recent project cost estimates, we are including an inflation or
other price increases factor in the project cost estimates. The total base bid project cost for these
improvements, including contingencies, indirect costs, and inflation is currently estimated to be
$4,385,233.69. This amount is less than the feasibility study of $4,884,623.71 and Capital
Improvement Plan (CIP) estimate of $4,980,371.00. The breakdown of project costs is shown
below.
January 18, 2023
Mr. Bernie Weber
Page 2 of 3
Reference:2023 Infrastructure Improvements – Presentation of Feasibility Report
Estimated Project Costs
Item
Estimated
Construction
(includes 5%
Contingencies)
Indirect (20%)
Inflation or
Other Price
Increases Project Costs
Mill and Overlay $148,470.26 $29,694.05 $35,632.86 $213,797.17
Reclaim and Overlay $1,144,460.50 $228,892.10 $274,670.52 $1,648,023.12
Subtotal - Street $1,292,930.76 $258,586.15 $310,303.38 $1,861,820.29
Water Main $1,562,541.97 $312,508.39 $375,010.07 $2,250,060.43
Sanitary Sewer $99,533.70 $19,906.74 $23,888.09 $143,328.53
Storm Water $90,294.75 $18,058.95 $21,670.74 $130,024.44
Total $3,045,301.18 $609,060.23 $730,872.28 $4,385,233.69
A summary of funding sources, estimated project costs, CIP budgets, and differences between
estimates and budget amounts are shown below.
Funding Summary
Funding Source Current Project
Cost Estimate
Capital Improvements
Plan (CIP) Budget Amount Difference
Mill and Overlay $213,797.17
$3,193,371.00 $1,331,550.71Reclaim and Overlay $1,648,023.12
Subtotal - Street Fund $1,861,820.29
Water fund $2,250,060.43 $1,562,000 ($688,060.43)
Sanitary Sewer fund $143,328.53 $125,000.00 ($18,328.53)
Storm Water fund $130,024.44 $100,000.00 ($30,024.44)
Total Project Costs $4,385,233.69 $4,980,371.00 $595,137.31
The street costs are less than the CIP budget because the Northwoods NE neighborhood was
originally planned to be done in 2023 but has been delayed until 2025. Water costs are higher
because more water main is being proposed to be replaced than what was estimated originally.
Staff reviewed the additional water main costs with the city’s financial consultant, and there are
reserves in the water fund to do those improvements. There were additional sanitary and storm
sewer improvements identified during design that led to the estimated costs being over the CIP
budget.
As discussed above, alternate improvement options are proposed for basketball and pickleball
courts, trails, storm sewer culvert, and pollinator garden. The Council has the option to award or
not award each alternate improvement option. The estimated project costs for alternates are
provided below:
January 18, 2023
Mr. Bernie Weber
Page 3 of 3
Reference:2023 Infrastructure Improvements – Presentation of Feasibility Report
Alternate Bid Improvements
Item
Estimated
Construction
Indirect
Costs
Inflation or
other Price
Increases
Estimated
Project Costs
Alt.No. 1 –Liberty Park Basketball
Improvements $61,050.83 $12,210.17 $14,652.20 $87,913.20
Alt.No. 2 –Hidden Valley Trail
Improvements $39,344.76 $7,868.95 $9,442.74 $56,656.45
Alt.No.3 –Meadow Lake Elem
Pickleball Courts $89,002.20 $17,800.44 $21,360.53 $128,163.17
Alt. No. 4 –Meadow Lake Storm Sewer
Culvert Improvements $68,250.00 $13,650.00 $16,380.00 $98,280.00
Alt. No. 5 –Northwood Park Pollinator
Garden $100,748.73 $20,149.75 $24,179.69 $145,078.17
If Council chooses to move forward with this project, approval of plans and specifications and
authorization to advertise for contractor bids could be given at the January 23, 2023 Council
meeting. Bids could then be received on February 23, 2023 and brought back to Council for
review at the March 13, 2023 Council meeting.
Most of the work under this contract will be completed during the spring, summer, and fall of 2023.
If you have any questions or require further information, please call me at (612) 712-2021.
Sincerely,
Stantec Consulting Services Inc.
Dan D. Boyum, P.E.
City Engineer
dan.boyum@stantec.com
Attachments: 2023 Infrastructure Improvement Project – Location Plans
Cc: Tim Hoyt, Valerie Leone, Andrew Kramer, Dave Lemke, Matt Rowedder, Nick Macklem– New Hope; Stacy Woods - Jensen Sondrall Persellin &
Woods, P.A., Ann Ackerson – Stantec.
New HopePlymouth
Crystal
Robbinsdale
Northwood
Park
Northwood
Park
Hidden
Valley
Park Boone Ave N36th Ave N
40th Ave N
39th Ave N
Xylon Ave NHopewood Ln
34th Ave N Yukon Ave NNorth
w
o
o
d
P
k
w
y Utah Ave N
38th Ave N
E
n
s
i
g
n
A
v
e
N
38 1/2 Ave N
Winpark Dr36 1/2
C
i
r
N
Aquila Ave NCSAH 156Decatur Ave N37th Ave
N
Zealand Ave N33rd Pl N Wisconsin Ave NWinnetka Ave N33rd Ave N
Quebec Ave N
Virginia Ave NBoone Ci
r
35 1/2 Ave NDecatur
C
t
NWisconsin Ave N33rd Ave N Xylon Ave NBoone Cir
Zealand Ave N
33rd Ave NNorthwood Pkwy
Winpark DrWinnetka Ave NYukon Ave NVi
rg
in
ia
A
ve
N
City ofCrystalCity ofCrystal
City of
Crystal
City of
Crystal
0 300 600
Feet
($$¯
1:6,000 (At original document size of 8.5x11)
Revised: 2022-09-20 By: dmerickson
V:\1938\Clients\New_Hope\Projects\2023_Infrastructure_Project\Pro\2023_Feasibility_Figures\2023_Feasibility_Figures.aprx
Disclaimer: Stantec assumes no responsibility for data
supplied inelectronic format. The recipient accepts full
responsibility for verifying the accuracy and completeness
of the data. The recipient releases Stantec, its officers,
employees, consultants and agents, from any and all
claims arising in any way from the content or provision
of the data.
Proposed Improvements
Reclaim with Water Main Replacement (0.85 Mi)
Reclaim (1.10 Mi)
Streets Delayed from 2023 to 2025
Alternate 1 - Pollinator/Rain Garden
New Hope, Minnesota
Location Map and Proposed Improvements
Figure 1A
2023 Infrastructure Improvements - South
New HopePlymouth
Crystal
Robbinsdale
New Hope Golf Course
Begin Park
Meadow Lake Park
Dorothy Mary Park
Elm Grove ParkWinnetka Ave NBass Lak
e
R
d
54th Ave N
55th Ave N
60th Ave N
Elm Grove AveSt Raphael Dr
59th Ave N
Utah Ave NQuebec Ave N60 1/2 Ave N
55th Ln N
Virginia Ave NWe
s
t
B
r
o
a
dw
a
y
56th Ave NYukon Ave NSumter Ave NXylon Ave N61st Ave N
Wisconsin Ave N58th
Av
e
N
59 1/2 Ave N Rhode Island Ave NOregon Ave N
Sumter
Pl
Elm Grove Ct
Mea
d
o
w
L
a
k
e
R
d
N
Pennsylvania Ave N55th Cir N
Meado
w
L
a
k
e
R
d
E Wisconsin CirNevada Ave NElm Grove CirSumte
r
Ave
NQuebec Ave NQuebec Ave NQuebec Ave N58th Ave N
Yukon Ave NBass Lake Rd
55th Ave N
Yukon Ave NSumter Ave N60th Ave N
Rhode Island Ave NVirginia Ave NXylon Ave NCity of
Crystal
City of
Crystal
0 200 400
Feet
($$¯
1:6,600 (At original document size of 8.5x11)
Revised: 2022-09-20 By: dmerickson
V:\1938\Clients\New_Hope\Projects\2023_Infrastructure_Project\Pro\2023_Feasibility_Figures\2023_Feasibility_Figures.aprx
Disclaimer: Stantec assumes no responsibility for data
supplied inelectronic format.The recipient accepts full
responsibility for verifying the accuracy and completeness
of the data. The recipient releases Stantec, its officers,
employees, consultants and agents, from any and all
claims arising in any way from the content or provision
of the data.
Proposed Improvements
Reclaim (0.15 Mi)
2" Mill & Overlay (0.39 Mi)
Alternate 2 - Storm Inlet Improvements
New Hope, Minnesota
Location Map and Proposed Improvements
Figure 1B
2023 Infrastructure Improvements - North
62ND AVENUE NORTH
49TH AVENUE NORTH
36TH AVENUE NORTH
32ND AVENUE NORTH
MEDICINE LAKE ROAD (CO RD 70)
42ND AVENUE (CO RD 9)
BASS LAKE ROAD
(CORD10)
NORTH
CP RAIL
CPRAIL
TRUNKHIGHWAY169TRUNKHIGHWAY169BOONEAVENUENORTHBOONEWINNETKAAVENUENORTH(CORD156)NORTHAVENUEWINNETKAAVENUENORTHWE
S
T
B
R
O
A
D
WA
Y
(
C
O
R
D
8
)LOUISIANAAVENUENORTHLOUISIANAAVENUENORTHXYLONAVENSUMTERAVENUEN53RD AVENUE N
58TH AVENUE N
RHODEISLANDAVENELMGROVEAVEZEALANDAVEN27TH AVE N
KATHI HEMKEN
VICINITY MAP
BERNIE WEBER
SUSAN RADER
DIRECTOR OF PUBLIC WORKS
DIRECTOR OF PARKS & RECREATION
2023
STANTEC PROJECT NO. 193805677
ANDY HOFFE
TIM HOYT
JOHN ELDER
ACTING CITY MANAGER
COUNCILMEMBER
CITY OF NEW HOPE
MAYOR
MICHAEL ISENBERG
2023 INFRASTRUCTURE IMPROVEMENTS
COUNCILMEMBER
COUNCILMEMBER
COUNCILMEMBER
SHEET INDEX
G0.01 TITLE SHEET
G0.02 LEGEND
G0.03 GENERAL NOTES
G0.04 MILL & OVERLAY AND RECLAIM TABULATIONS
G0.05 STORM SEWER STRUCTURE SCHEDULES
G1.01-G1.02 LOCATION PLAN
C0.01 - C0.05 DEMOLITION PLAN
C1.01 TYPICAL SECTIONS
C2.01 - C2.05 EROSION CONTROL PLAN
C4.01- C4.08 WATER MAIN PLAN & PROFILE
C5.01- C5.02 STORM SEWER PLAN & PROFILE
C6.01 - C6.05 STREET & UTILITY IMPROVEMENTS
C6.06 ALT. 1 LIBERTY PARK BASKETBALL COURT RESURFACING
C6.07 ALT. 1 LIBERTY PARK BASKETBALL COURT RESURFACING
C6.08 ALT. 2 HIDDEN VALLEY PARK TRAIL IMPROVEMENTS
C6.09 ALT. 3 MEADOW LAKE ELEMENTARY PICKLE BALL COURT PLAN
C6.10 ALT. 3 MEADOW LAKE ELEMENTARY PICKLE BALL DETAILS
C6.11 ALT. 4 MEADOW LAKE STORM OUTLET
C8.01 - C8.05 STANDARD DETAILS
45 - SHEETS TOTAL
0
Scale in feet
1200 2400
CITY HALL
PUBLIC WORKS CITY PROJECT NO. 1090
N
G0.01 TITLESHEETCITY LIMITS
STACY WOODS CITY ATTORNEY
JONATHAN LONDON
PROJECT LOCATION-
NORTHWOOD PARK
ALT.5
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:01/19/2023-7:28amDrawingname:U:\193805677\CAD\Dwg\Plansheets\193805677_G001.dwgXrefs:,193805342_border,193805677_borderTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MINNESOTA2023INFRASTRUCTUREIMPROVEMENTS193805677CITYPROJECTNO.1090PBR
CWM
ACA
KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM23451733MarquetteAvenueSuite1000MinneapolisMN55402-2309www.stantec.comPROJECT LOCATION-
MEADOW LAKE
ELEMENTARY SCHOOL
ALT.3
PROJECT LOCATION-
HIDDEN VALLEY PARK
ALT.2
PROJECT LOCATION
BASE BID
PROJECT LOCATION
BASE BID
PROJECT LOCATION
BASE BID
PROJECT LOCATION-
MEADOW LAKE INLET
IMPROVEMENTS
ALT.4
PROJECT LOCATION-
STORM SEWER
IMPROVEMENTS
BASE BID
PROJECT LOCATION-
LIBERTY PARK
ALT.1
GPS CONTROL POINT
JUDICIAL LAND MONUMENT
MONUMENT COMPUTED
ROW MONUMENT
ROW MARKER POST
SECTION CORNER
TRAVERSE CONTROL POINT
EXISTING TOPOGRAPHIC SYMBOLS
SURVEY LINES
FM FM FM
>>>>
>>>>>>>>>
>>>>>>>>
l l l l
l l l l l l l l l
EXISTING UTILITY LINES
SURVEY SYMBOLS
BACKSIGHT CONTROL POINT
MONUMENT IRON FOUND
MONUMENT IRON SET
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l l l l
l l l l l l l l l
PROPOSED UTILITY LINES
RECLAIM & OVERLAY
HATCH PATTERNS
CONCRETE CURB AND GUTTER
GRADING INFORMATION
952
950
952
950
BENCH MARK LOCATION
1:4
AERIAL CONTROL POINT
NEW CONCRETE
DRIVEWAY PAVEMENT
>>>>
2" MILL & OVERLAY
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN
WATER SERVICE
PIPE CASING
FM FM FM
>>>>
>>>>>>>>>
>>>>>>
l l l l
l l l l l l l l l
FUTURE UTILITY LINES
>>>>
EXISTING TOPOGRAPHIC LINES
CTV-A CTV-A CTV-A
CTV-B CTV-B CTV-B
CTV-C CTV-C CTV-C
CTV-D CTV-D CTV-D
FO-A FO-A FO-A
FO-B FO-B FO-B
FO-C FO-C FO-C
FO-D FO-D FO-D
E-A E-A E-A
E-B E-B E-B
E-C E-C E-C
E-D E-D E-D
G-A G-A G-A
G-B G-B G-B
G-C G-C G-C
G-D G-D G-D XXXXXXXXXEXISTING PRIVATE UTILITY LINES
STORM SEWER CATCH BASIN
STORM SEWER BEEHIVE CATCH BASIN
STORM SEWER FLARED END SECTION
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
VALVE
PROPOSED TOPOGRAPHIC SYMBOLS
SANITARY CLEANOUT
BOLLARD
SANITARY OR STORM LIFT STATION
RIP RAP
OHP OHP OHP
C-A C-A C-A
C-B C-B C-B
C-C C-C C-C
C-D C-D C-D
DRAINAGE FLOW
BASKETBALL POST
BENCH
BUSH DECIDUOUS
CATCH BASIN BEEHIVE
CURB BOX
CATCH BASIN
CONTROL BOX SIGNAL
CLEAN OUT (SEWER)
SEPTIC DRAIN FIELD
DRINKING FOUNTAIN
ENERGY DISSIPATER
STORM SEWER APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
LOOP DETECTOR
LIGHT YARD
MAIL BOX
MANHOLE-HEAT
MANHOLE-POWER
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATIONS
MANHOLE-UNKNOWN
METER POWER
METER GAS
ORDINARY HIGH WATER MARK
PEDESTRIAN PUSH BUTTON
PEDESTAL POWER
PEDESTAL COMMUNICATIONS
POST INDICATOR VALVE
PARKING METER
POLE-COMMUNICATIONS
POLE-GUY
POLE-LIGHT
POLE-POWER
POLE-UTILITY
POST
PICNIC TABLE
PROPANE TANK
SAMPLING WELL
ROCK
RR SIGNAL CONTROL BOX
RR CROSSING GATE
RR SIGNAL
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SEPTIC TANK
SEPTIC VENT
SIGN
STAND PIPE GAS
SPIGOT WATER
SPRINKLER HEAD
SPRINKLER VALVE BOX
STUMP
SERVICE-SANITARY SEWER POINT ON LINE
SERVICE-WATER POINT ON LINE
TELEPHONE BOOTH
TRANSMISSION TOWER ELECTRIC
TEST PIT LOC
TRANSFORMER POWER
TREE DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE GAS
VALVE
WETLAND
WELL-WATER
TREE-CONIFEROUS
TREE-FRUIT
GUY WIRE
LIFT STATION WET WELL
LIFT STATION DRY WELL
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
BARRICADE PERMANENT
BURIAL CONTROL MONUMENT
BUILDING LOWEST OPENING
COLUMN
CULVERT END
WELL-MONITORING
OUTLET CONTROL STRUCTURE
SERVICE-GAS POINT ON LINE
SOIL BORING
MAIL RELAY BOX
INLET (SMALL DIA.)
SERVICE-STORM SEWER POINT ON LINE
ABBREVIATIONS
AD ALGEBRAIC DIFFERENCE
BIT.BITUMINOUS
BV BUTTERFLY VALVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
℄CENTER LINE
CB CATCH BASIN
CBMH CATCH BASIN MANHOLE
CL.CLASS
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
CONC.CONCRETE
DIP DUCTILE IRON PIPE
EL/ELEV ELEVATION
EVCE END VERTICAL CURVE ELEVATION
EVCS END VERTICAL CURVE STATION
EX EXISTING
FES FLARED END SECTION
F/F FACE TO FACE
FM FORCE MAIN
F.O.FIELD ORDER
GV GATE VALVE
HP HIGH POINT
HWL HIGH WATER LEVEL
HYD HYDRANT
INV INVERT
K CURVE COEFFICIENT
LP LOW POINT
MH MANHOLE (SANITARY)
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
PC POINT OF CURVE
PCC COMPOUND CURVE
PI POINT OF INTERSECTION
⅊PROPERTY LINE
PPVC PERFORATED POLYVINYL CHLORIDE PIPE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVI POINT OF VERTICAL INTERSECTION
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
SAN.SANITARY
STMH STORM SEWER MANHOLE
STA STATION
TCE TEMPORARY CONSTRUCTION EASEMENT
TNH TOP NUT HYDRANT
TYP TYPICAL
VC VERTICAL CURVE
WM WATER MAIN
RETAINING WALL
FENCE - BARBED WIRE
FENCE - CHAIN LINK
FENCE - DECORATIVE
FENCE - STOCKADE
FENCE - WOOD
FENCE - ELECTRIC
GUARD RAIL
TREE LINE
WETLAND
CABLE TV QUALITY LEVEL D
CABLE TV QUALITY LEVEL C
CABLE TV QUALITY LEVEL B
CABLE TV QUALITY LEVEL A
FIBER OPTIC QUALITY LEVEL D
FIBER OPTIC QUALITY LEVEL C
FIBER OPTIC QUALITY LEVEL B
FIBER OPTIC QUALITY LEVEL A
POWER QUALITY LEVEL D
POWER QUALITY LEVEL C
POWER QUALITY LEVEL B
POWER QUALITY LEVEL A
GAS QUALITY LEVEL D
GAS QUALITY LEVEL C
GAS QUALITY LEVEL B
GAS QUALITY LEVEL A
COMMUNICATION QUALITY LEVEL D
COMMUNICATION QUALITY LEVEL C
COMMUNICATION QUALITY LEVEL B
COMMUNICATION QUALITY LEVEL A
OVERHEAD POWER
OVERHEAD COMMUNICATION
OVERHEAD UTILITIES
953.53
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER
WATER MAIN
WATER SERVICE
PIPE CASING
FORCE MAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER
WATER MAIN
WATER SERVICE
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
FLOOD PLAIN BOUNDARY
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
QUARTER SECTION LINE
SIXTEENTH SECTION LINE
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
EXISTING
PROPOSED
FUTURE
DEMOLITION
OHC OHC OHC
OHU OHU OHU
BCM
CON
CLVT
FLAG
GRILL
H
CP
DW
Y
G-METER
OHWM
PED
E
PIV
SAMPLING
WELL
ROCK
RR
RR GATE
SEP
SEPTIC
VENT
SEPTIC
G-PIPE
SPRINKLER
IVB
G-SER
S-SER
ST-SER
W-SER
TOWER
ELEC
TEST
PIT
TRAN
GAS
SAMPLING
WELL
WELL
AIR CONTROL
BS
JLM
M
TS
BM
BENCH
MAIL
S
CONTROL
G
E
U
PROPANE
TANK
G-REG
R/W
POST
LO
HYDRANT PVMNT MARKER (REFLECTOR)
HYDRANT VALVE
PEDESTAL CATVCTV
CO
LS
G
E
SS
S
?
W
TRASH
AR MANHOLE-AIR RELEASE
C
DH
PEDESTRIAN RAMP
S POLE-UTILITY SERVICE
RESECTED POINTR
VENT GASG-VENT
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
BOOSTER STATION
WATER REDUCER
STA:5+67.19
980.87
C
C
REMOVE BITUMINOUS
DRIVEWAY PAVEMENT
NEW BITUMINOUS
DRIVEWAY PAVEMENT
G0.02 LEGENDXref ..\193805078_Border.dwgXref ..\193805342_border.dwg
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:39pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_G002.dwgXrefs:, 193805078_Border, 193805342_border, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
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DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
G0.03 GENERAL NOTES1.ACCESS FOR BUSINESSES AND RESIDENTS MUST BE MAINTAINED DURING CONSTRUCTION. EXISTING
AGGREGATE BASE OR RECLAIM MATERIAL SHALL BE UTILIZED FOR TEMPORARY ACCESS.
2.CONTRACTOR SHOULD ANTICIPATE PRIVATE UTILITY CONFLICTS THROUGHOUT THE PROJECT SUB CUT AND
TRENCH AREAS AND MUST COORDINATE WITH PRIVATE UTILITY OWNERS.
3.REVIEW TREE, SHRUB, AND OTHER LANDSCAPING REMOVALS WITH ENGINEER. REMOVALS WILL BE
REVIEWED ON A CASE BY CASE BASIS AND MAY VARY FROM WHAT IS SHOWN IN THE PLANS.
4.NOTIFY ENGINEER IMMEDIATELY OF ALL EXISTING UTILITY CONFLICTS.
5.SAW CUT BITUMINOUS PRIOR TO WEARING COURSE AT ALL EXISTING STREET CONNECTIONS. SAW CUT IS
INCIDENTAL FOR ALL OTHER REMOVALS, INCLUDING SIDEWALK, DRIVEWAY, AND CURB.
6.FINAL DRIVEWAY REMOVAL LIMITS TO BE DETERMINED IN THE FIELD BY THE ENGINEER.
7.ALL CONCRETE DRIVEWAY REMOVALS SHALL BE TO NEAREST JOINT. NOTIFY ENGINEER PRIOR TO REMOVAL
FOR REVIEW OF LIMITS.
DEMOLITION
WATER AND SANITARY SEWER
STREETS
1.PROVIDE TEMPORARY WATER SERVICE TO ALL RESIDENTS AND BUSINESS AS SPECIFIED DURING WATER MAIN
REPLACEMENT.
2.INFORM RESIDENTS AND BUSINESSES 72 HOURS PRIOR TO ANY SERVICE INTERRUPTION.
3.REPLACE THE CORPORATION STOPS AND RECONNECT TO EXISTING SERVICES WITHIN 5' OF THE NEW WATER
MAIN. EXISTING CURBSTOPS ARE TO REMAIN IN PLACE.
4.ALL OPEN TRENCH WATER MAIN PIPE SHALL BE C900 PVC, DR 18 WITH A MINIMUM OF 7.5' OF COVER;
OVERDEPTH IS INCIDENTAL. WATER MAIN WITH LESS THAN 7.5' OF COVER AT SANITARY AND STORM
CROSSINGS SHALL RECEIVE 4" INSULATION. SEE SPECIFICATIONS FOR APPROVED PIPE MATERIAL FOR
DIRECTIONALLY DRILLED WATERMAIN.
5.MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER MAIN AND ALL SEWER.
6.MAINTAIN 18” VERTICAL SEPARATION WITH WATER MAIN AT ALL SANITARY AND STORM CROSSINGS -
COORDINATE ALL DEVIATIONS WITH ENGINEER.
7.PROTECT EXISTING SANITARY SERVICES TO THE EXTENT POSSIBLE. ADJUST ELEVATION OF NEW WATER MAIN
AS NECESSARY TO AVOID CONFLICTS.
8.EXISTING WATER AND SEWER SERVICE LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY
LOCATIONS AND DEPTH OF ALL SERVICES PRIOR TO REPLACEMENT OF ADJACENT WORK.
9.REPAIR OF SANITARY SEWER SERVICE IS TO BE AVOIDED WHEREVER POSSIBLE. THIS BID ITEM RECOGNIZES
THAT DISTURBANCE OF EXISTING SANITARY SEWER SERVICES ARE UNAVOIDABLE DURING WATER MAIN
IMPROVEMENTS. REPAIR INCLUDES APPROPRIATE BEDDING, FURNCOS, REPAIR PIPE AND ALL WORK
INVOLVED TO REPAIR EX. SANITARY SEWER SERVICE - REGARDLESS OF SERVICE SIZE OR TYPE.
10.WATER MAIN OFFSETS WILL BE PAID BY PIPE LENGTH AND DUCTILE IRON FITTING WEIGHT ACTUALLY USED IN
FIELD.
1.SIGNS: ALL SIGNS SHALL BE NEW AND INSTALLED PER DETAIL STR-24.
2.ALL STRUCTURES MUST BE RAISED TO 3/8" BELOW BASE COURSE GRADE PRIOR TO BASE
COURSE PAVING ON THE RECLAIM AND OVERLAY STREETS AND IN PAVEMENT PATCH AREA
FOR WATERMAIN/STORM IMPROVEMENTS.
3.PROJECT SUBSTANTIAL COMPLETION SHALL BE OCTOBER 14, 2022.
4.PROTECT STRUCTURES (SANITARY/STORM MH'S & WATER VALVES) WITH SAFETY RAMPS
IMMEDIATELY AFTER MILLING AND MAINTAIN UNTIL WEAR COURSE PAVING (INCIDENTAL TO
MILLING ITEM).
5.SPOT REPLACEMENT OF CONCRETE CURB AND GUTTER SHALL BE COMPLETED ON MILL &
OVERLAY AND RECLAIM STREETS AS DIRECTED BY THE ENGINEER.
6.THE LUMP SUM BID ITEM, TRAFFIC CONTROL INCLUDES POSSIBLE LANE CLOSURES, WARNING
SIGNS AND BARRICADES REQUIRED TO COMPLETE WATER MAIN REPLACEMENT.
THE SUBSURFACE UTILITY INFORMATION ON THIS PLAN IS SHOWN TO THE
UTILITY QUALITY LEVEL AS SHOWN IN ACCORDANCE WITH LEGEND
PROVIDED. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-02, ENTITLED STANDARD GUIDELINES FOR
THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY
DATA. UTILITY DESIGNATIONS ARE SHOWN ON DRAWING G0.02.
UTILITY QUALITY LEVELS:
LEVEL D - INFORMATION COMES SOLELY FROM EXISTING UTILITY
RECORDS.
LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH
AS MANHOLES, VALVE BOXES, ETC; AND CORRELATING THIS
INFORMATION WITH EXISTING UTILITY RECORDS.
LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO
DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF
UNDERGROUND UTILITIES.
LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT
HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND
UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL AND
OTHER CHARACTERISTICS.
PRIVATE UTILITIES ARE SHOWN IN THE LOCATIONS PROVIDED BY THE
OWNER PRIOR TO CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL PRIVATE UTILITIES IN THE FIELD.
SUBSURFACE UTILITY INFORMATION
OTHER WORK AT SITE
THE FOLLOWING WORK WILL REQUIRE COORDINATION:
1.PRIVATE UTILITY WORK:
1.1.PRIVATE UTILITY WORK WILL BE DONE BY OTHERS EITHER
PRIOR TO OR DURING START OF CONSTRUCTION.
1.1.1.CENTERPOINT ENERGY INSTALLED NEW NATURAL
GAS MAIN FALL 2021, ABANDONED OLD MAIN IN
PLACE. INSTALLATION OF NATURAL GAS SERVICES IS
EXPECTED TO BEGIN SPRING 2022.
2.HENNEPIN COUNTY IS BIDDING BASS LAKE ROAD FROM EAST
OF GETTYSBURG TO LOUISIANA AS AN ALTERNATE IN THEIR
2022 MILL AND OVERLAY PROJECT.
GENERAL CONSTRUCTION NOTES
1.PROJECT AREA STREETS:
- RESIDENTS SHALL HAVE FULL ACCESS TO ALL SIDE STREETS AND DRIVEWAYS BETWEEN 8
P.M. TO 7 A.M. EXISTING AGGREGATE BASE OR RECLAIM MATERIAL SHALL BE UTILIZED FOR
TEMPORARY ACCESS. MINIMUM OF 3" EXISTING AGGREGATE BASE SHALL REMAIN ON THE
STREETS FOR TEMPORARY ACCESS UNTIL THE FINAL STREET PATCH IS BEING CONSTRUCTED.
2.MILL AND OVERLAY STREETS:
- WORK NEEDS TO BE COMPLETED WITHIN 45 CALENDAR DAYS OF THE START OF
PAVEMENT MILLING.
3.CONTRACTOR SHALL ASSIST WITH GARBAGE PICKUP DURING CONSTRUCTION
(INCIDENTAL). CITY GARBAGE PICK-UP DAYS ARE TUESDAYS (SOUTH OF 42ND AVE/CSAH
9) OR WEDNESDAYS (NORTH OF 42ND AVE/CSAH 9).
4.EXISTING GAS MAIN IS TO BE SUPPORTED AND ADJUSTED WHEN ENCOUNTERED DURING
UTILITY INSTALLATION; POTHOLING, PROTECTION AND SUPPORT/ADJUST OF PRIVATE
UTILITIES IS CONSIDERED INCIDENTAL.
4.1.EXCEPTION IS FOR WORK COMPLETED AROUND CENTERPOINT ENERGY
HIGH-PRESSURE 8" STEEL GAS MAIN LOCATED ALONG BASS LAKE ROAD. PAYMENT IS
BY LUMP SUM FOR PROTECTION OF GAS MAIN INCLUDING, AND NOT LIMITED TO:
POTHOLING, COORDINATION WITH CENTERPOINT WATCHDOG, ANY LOSS TIME
ALLOWING CENTERPOINT STAFF TO INSPECT CONDITION OF EX. GAS MAIN WHERE
EXPOSED, SPECIAL PROTECTION/SUPPORT MEASURES AND BACKFILL METHODS AS PER
WATCHDOG DIRECTION.
5.WORKING HOURS: PER CITY ORDINANCE, THE CONTRACTOR SHALL ONLY WORK BETWEEN
7 A.M. AND 8 P.M., MONDAY-FRIDAY, AND BETWEEN 9 A.M. AND 6 P.M. ON SATURDAY,
UNLESS GIVEN WRITTEN PERMISSION BY THE CITY.
PROJECT CONTROL NOTES:
1.ALL COORDINATES ARE HENNEPIN COUNTY
COORDINATE SYSTEM.
2.HORIZONTAL COORDINATES ARE BASED ON
GEODETIC POSITION NAD 83 (1996).
3.VERTICAL ELEVATIONS ARE BASED ON NAVD 88.
4.PIPE LENGTH AND ELEVATIONS IN PROFILES ARE TO
CENTER OF STRUCTURE OR END OF FES.
1.ALL DISTURBED AREAS WITH NO WORK OCCURRING FOR A PERIOD OF 7 CONSECUTIVE DAYS SHALL BE
RESTORED WITH TEMPORARY HYDROMULCH, INCIDENTAL TO THE PROJECT.
2.TEMPORARY EROSION CONTROL SEED MIX - MN/DOT SEED MIX 21-111, INCIDENTAL TO THE PROJECT.
3.PLACE WATER ON STREETS FOR DUST CONTROL AS DIRECTED BY ENGINEER IN FIELD.
4.CLEAN STREETS WITH STREET SWEEPER AND SKIDSTEER AS DIRECTED BY ENGINEER IN FIELD.
5.PLACE MINIMUM 5 INCHES TOPSOIL BORROW ON ALL AREAS DISTURBED BY
CONSTRUCTION AND SCHEDULED FOR PERMANENT TURF ESTABLISHMENT:
- TOPSOIL TO BE HELD 1" BELOW F/G TO ALLOW FOR COMPOST BLANKET
- PERMANENT TURF: 2" EROSION CONTROL COMPOST BLANKET - BLOWN W/MNDOT SEED MIX 25-151.
INSTALL TO 1" HIGHER THAN FINISH GRADE TO ACCOUNT FOR SETTLEMENT
EROSION CONTROL NOTES
SOILS AND CONSTRUCTION NOTES
1.ALL TURF REMOVAL AND TOPSOIL STRIPPING IN PREPARATION OF
RESTORATION SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK
IN THE CONTRACT.
2.ANY DEBRIS WHICH MAY BE ENCOUNTERED DURING GRADING AND
ALL EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED OF BY THE
CONTRACTOR OFF THE PROJECT SITE IN A SUITABLE DISPOSAL AREA.
THIS WORK IS INCIDENTAL TO COMMON EXCAVATION.
3.UNLESS OTHERWISE REQUIRED, ADD 1 (V) TO 20 (H) TAPERS TO THE
FULL DEPTH STATION LIMITS OF ALL SUB GRADE EXCAVATIONS.
PROVIDE 1 (V) TO 20 (H) TRANSITION TAPERS BETWEEN CHANGES IN
SUB GRADE EXCAVATION DEPTH LONGITUDINALLY.
STORM SEWER
1.STORM PIPES LOCATED WITHIN THE STREET SECTION WILL REQUIRE 6" PERF. PVC WITH SOCK
PLACED PARALLEL TO THE STORM PIPE.
2.CONTRACTOR SHALL FIELD VERIFY EXISTING PIPE, STORM STRUCTURES AND INVERTS SHOWN.
PROVIDE OPENINGS TO CONNECT TO EXISTING PIPES.
3.PROTECT EXISTING PIPE CONNECTING TO NEW MANHOLES AND MANHOLES WHERE NEW PIPE
IS BEING CONNECTED INTO.
4.ALL STORM PIPE SHALL BE RCP CLASS 5, UNLESS OTHERWISE NOTED.
5.ALL RINGS SHALL BE HDPE. NO SMALL SHIMS ALLOWED. SLANTED HDPE RINGS ARE
ACCEPTABLE.
6.ANY STORM SEWER STRUCTURES THAT ACCUMULATE CONSTRUCTION DEBRIS INSIDE INVERTS
OR SUMPS MUST BE CLEANED BY THE CONTRACTOR WITHIN 24-HOURS OF NOTIFICATION.
7.STRUCTURES WITHIN M&O AREA REQUIRING LID, FRAME AND RING REPLACEMENT ARE NOT
IDENTIFIED ON THE PLAN. STRUCTURES MAY BE ADDED PER THE DIRECTION OF THE FIELD
ENGINEER.
8.ALL NEW PIPE RUNS ARE TO BE TELEVISED AND VIDEOS COMPILED AND SUBMITTED TO OWNER
FOR REVIEW OF INSTALL AND DOCUMENTATION
Xref ..\193805342_border.dwg
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:39pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_G003.dwgXrefs:, 193804756_BORDER, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
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DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
MILL & OVERLAY STREET TABULATION
SHEET
NO.STREET FROM TO
STREET
SEGMENT
LENGTH
BIT. AREA BIT.TACK
ESTIMATED
REMOVE &
REPLACE
CURB AND
GUTTER*
ESTIMATED
PAVEMENT
PATCHING **
PAVEMENT
REHABILITATION
IMPROVEMENT
NO. SANITARY
REMOVE & REPLACE
LIDS, FRAME & HDPE
RINGS
(LF)(SF)(TN)(GAL)(LF)(TN)(EA)
C6.02/C6.03 59TH AVE INDEPENDENCE
AVE GETTYSBURG AVE 723 20244 297 119 217 30 2" MILL & OVERLAY 2
C6.01 60TH AVE HILLSBORO AVE ENSIGN AVE 800 22400 329 131 240 33 2" MILL & OVERLAY 3
C6.01/C6.02 GETTYSBURG AVE 60TH AVE 59TH AVE 942 28260 415 165 283 42 2" MILL & OVERLAY 6
C6.02/C6.04 GETTYSBURG AVE 59TH AVE GETTYSBURG CIR 347 9716 143 57 104 14 2" MILL & OVERLAY 2
C6.02/C6.04 GETTYSBURG CIR GETTYSBURG AVE CDS 415 14125 208 83 125 21 2" MILL & OVERLAY 2
C6.01 HILLSBORO AVE 60TH AVE GETTYSBURG AVE 1490 45388 667 265 447 67 2" MILL & OVERLAY 8
C6.01/C6.02 HILLSBORO AVE 59TH AVE 60TH AVE 747 20916 307 123 224 31 2" MILL & OVERLAY 4
C6.02 HILLSBORO CIR HILLSBORO AVE CDS 202 8176 120 48 61 12 2" MILL & OVERLAY 1
TOTALS 169,225 2,487 991 1,700 249 -28
* TO BE DETERMINED BY ENGINEER IN THE FIELD, ESTIMATED AS 15% OF TOTAL CURB AND GUTTER
** PAVEMENT PATCHING ESTIMATED AS 5% OF TOTAL BITUMINOUS AREA
BASE BID: RECLAIM & OVERLAY STREET TABULATION
SHEET
NO.STREET FROM TO
STREET
SEGMENT
LENGTH
BIT AREA BIT TACK
ESTIMATED
REMOVE &
REPLACE
CURB AND
GUTTER*
RECLAIM
AND SHAPE
BITUMINOUS
PAVEMENT
PAVEMENT
REHABILITATION
IMPROVEMENT
NO. SANITARY
REMOVE & REPLACE
LIDS, FRAME & HDPE
RINGS
(LF)(SF)(TN)(GAL)(LF)(SY)(EA)
C6.01/C6.03 INDEPENDENCE AVE NORTH END SOUTH END 1090 30520 710 179 1350 3560 RECLAIM & OVERLAY 5
TOTALS 30,520 710 179 1,350 3,560 -5
* TO BE DETERMINED BY ENGINEER IN THE FIELD
G0.04 MILL & OVERLAY AND RECLAIM TABULATIONSBASIS OF QUANTITIES
MASS OF BITUMINOUS MATERIAL 115 LB/SY/IN
MASS OF AGGREGATE BASE/SAND 110 LB/SY/IN
BITUMINOUS MATERIAL FOR TACK COAT 0.05 GAL/SY SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:39pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_G004.dwgXrefs:, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
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DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
G0.05 STORM SEWER STRUCTURE SCHEDULESBASE BID: STORM SEWER STRUCTURE SCHEDULE
SHEET NO.STRUCTURE TYPE DETAIL CASTING DIA.NO. DRAIN TILE
CONNECTIONS SPECIAL COMMENTS
C5.01 EX. FES - 1 FES --- -
C5.01 CB - 2 CB -R-3247-2D 3' x 4' -WITH 3' SUMP. SEE SHEET C8.05 FOR DETAILS
C5.02 FES-2 FES STO-12 -12" -
C5.02 CB - 3 CB STO-8 R-3067-VB 2' X 3'1 WITH 3' SUMP. CONNECT 6" NON-PERFORATED
DRAINTILE TO STRUCTURE
C5.02 CB - 4 CB STO-7 R-3067-VB 2' X 3' -
C5.02 YD-5 YD STO-9 R-2588-B 27"1 CONNECT 6" NON-PERFORATED DRAINTILE TO
STRUCTURE
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:39pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_G005.dwgXrefs:, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
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DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:39pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_G101.dwgXrefs:, 34Parcel, 34CityLimits, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
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DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comRECLAIM & OVERLAY WITH
N
PRINT THIS SHEET IN COLOR
BASE BID STREET
IMPROVEMENTS LEGEND
PRINT THIS SHEET IN COLOR
2" MILL AND OVERLAY
RECLAIM AND OVERLAY
WM REPLACEMENT
ELM GROVE CT
ELM GROVE AVE N61ST AVE N SUMTER AVENUE
N
G1.01 LOCATION PLAN - NORTHLIBERTY PARK -
ALTERNATE NO. 1
MEADOW LAKE
ELEMENTARY SCHOOL -
ALTERNATE NO. 3
BASS
L
A
K
E
R
O
A
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D WINNETKA AVE NWINNETKA AVE NBOONE AVE NBOONE AVE NW
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CITY OF CRYSTALCITY OF CRYSTALCITY OF PLYMOUTHSCIENCE CENTER DR
54TH AVE N
MEADOW LAKE INLET -
ALTERNATE NO. 4
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:01/19/2023-7:15amDrawingname:U:\193805677\CAD\Dwg\Plansheets\193805677_G101.dwgXrefs:,34Parcel,34CityLimits,193805677_borderTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MINNESOTA2023INFRASTRUCTUREIMPROVEMENTS193805677CITYPROJECTNO.1090PBR
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DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM23451733MarquetteAvenueSuite1000MinneapolisMN55402-2309www.stantec.comRECLAIM & OVERLAY
PRINT THIS SHEET IN COLOR
YUKONAVEN3 7 T H A V E N
BASE BID STREET
IMPROVEMENTS LEGEND
N
PRINT THIS SHEET IN COLOR
YUKON AVE N ZEALANDAVENAQUILAAVEN3 4 T H A V E N
BOONE CIR
33RDAVEN3 3 R D P L N
YUKONAVENXYLONAVENWISCONSINAVENV
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N351/2 AVE N
RECLAIM AND OVERLAY
G1.02 LOCATIONPLAN-SOUTHWITH WM REPLACEMENT
STORM SEWER
IMPROVEMENTS - BASE BID
NORTHWOOD PARK -
ALTERNATE NO. 5
2" MILL AND OVERLAYBOONEAVEN
BOONEAVEN36TH AVE N36THAVEN
WINNETKAAVENCITYOFCRYSTALCITYOFPLYMOUTHCITY OF CRYSTAL
CITY OF CRYSTAL
QUEBECAVENVIEWCREST LANE
30TH AVE N
HIDDEN VALLEY
TRAIL RECLAIM-
ALTERNATE 2
WINNETKAAVEN
SALVAGE SIGN AND POST. DELIVER
TO NEW HOPE PUBLIC WORKS
SS REMOVE & REPLACE SANITARY
CASTING & RINGS
LEGEND
2" MILL & OVERLAY
REMOVE & REPLACE GV AND BOX
REMOVE CONCRETE
DRIVEWAY/PAVEMENT
REMOVE BITUMINOUS
DRIVEWAY/PAVEMENT
RECLAIM & OVERLAY
REMOVE TREE
REMOVE HYDRANT
l REMOVE WATERMAIN
G-B
SS
S
SS
S
SS
S
SS
SS
SS
SS
SS
SS
S
ROCK
SS
SS
BS
SS
BS
SS
S
S
Y
Y
SS
SS SS
GASGAS
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PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:40pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C001.dwgXrefs:, 193805677_border, 193805677_XSXT, 193805677 - Geotech Figure, 193805677_XSPL, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comRECLAIM &
OVERLAY (TYP.)
RECLAIM & OVERLAY
(TYP.)YUKON AVENUE NZEALAND AVENUE NAQUILA AVENUE N36TH AVENUE NORTH
RECLAIM & OVERLAY
(TYP.)
REPLACE SSWR
CASTING, RINGS &
FRAME
REPLACE SSWR
CASTING, RINGS &
FRAME
REPLACE SAN
CASTING, RINGS &
FRAME
REPLACE SAN
CASTING, RINGS &
FRAME
AQUILA AVENUE N
REMOVE EX. CB AND
15 LF- 15" RCP
REMOVE HYDRANT
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SS REMOVE & REPLACE SANITARY
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REMOVE & REPLACE GV AND BOX
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SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:41pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C001.dwgXrefs:, 193805677_border, 193805677_XSXT, 193805677 - Geotech Figure, 193805677_XSPL, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comRECLAIM & OVERLAY
(TYP.)
RECLAIM &
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35 1/2 AVENUE NWISCONSIN AVENUE NVIRG
IN
IA
AVENUE
NXYLON AVENUE NYUKON AVENUE N36TH AVENUE N
REPLACE SSWR
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FRAME
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FRAME
REPLACE SSWR
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REMOVE HYDRANT
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SS REMOVE & REPLACE SANITARY
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DATENO
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DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:41pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C001.dwgXrefs:, 193805677_border, 193805677_XSXT, 193805677 - Geotech Figure, 193805677_XSPL, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comRECLAIM & OVERLAY
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BOONE
C
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C
L
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SHEET NUMBER
DATENO
SURVEY
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DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:42pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C001.dwgXrefs:, 193805677_border, 193805677_XSXT, 193805677 - Geotech Figure, 193805677_XSPL, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comRECLAIM & OVERLAY
61ST AVENUE
N
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FRAME
REPLACE SAN
CASTING, RINGS &
FRAME
REPLACE SAN
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FRAME
REPLACE SAN
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l REMOVE WATERMAIN
DEMOLITION PLANC0.05NSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:42pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C001.dwgXrefs:, 193805677_border, 193805677_XSXT, 193805677 - Geotech Figure, 193805677_XSPL, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com2" MILL & OVERLAY
(TYP.)
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FRAME
REPLACE SAN
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MATCH EXISTING BITUMINOUS THICKNESS IF > 2"
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TO PROVIDE A TOTAL SECTION OF 12" FROM TOP
OF BITUMINOUS BASE GRADE
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PROJ. NO.WASPREPAREDBYMEORUNDERMYDIRECTSUPERVISIONIHEREBYCERTIFYTHATTHISPLAN,SPECIFICATION,ORREPORTANDTHATIAMADULYLICENSEDUNDERTHELAWSOFTHESTATEOFPRINTNAME:SIGNATURE:DATE:LIC.NO.REVISION
CHECKED
PlotDate:01/19/2023-7:24amDrawingname:U:\193805677\CAD\Dwg\Plansheets\193805677_C101.DWGXrefs:,193805677_borderTHECONTRACTORSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONS.DONOTSCALETHEDRAWING-ANYERRORSOROMISSIONSSHALLBEREPORTEDTOSTANTECWITHOUTDELAY.THECOPYRIGHTSTOALLDESIGNSANDDRAWINGSARETHEPROPERTYOFSTANTEC.REPRODUCTIONORUSEFORANYPURPOSEOTHERTHANTHATAUTHORIZEDBYSTANTECISFORBIDDEN.CITYOFNEWHOPE,MINNESOTA2023INFRASTRUCTUREIMPROVEMENTS193805677CITYPROJECTNO.1090PBR
CWM
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KMS
DDBPROFESSIONALENGINEERMINNESOTA.DAND.BOYUM23451733MarquetteAvenueSuite1000MinneapolisMN55402-2309www.stantec.com
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PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:43pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C201.dwgXrefs:, 193805342_border, 193805342_XSNO, 193805677_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comINLET PROTECTION
(TYP.)
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(TYP.)AQUILA AVE N36TH AVE N
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(TYP.)
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PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:43pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C201.dwgXrefs:, 193805342_border, 193805342_XSNO, 193805677_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comINLET PROTECTION
(TYP.)
35 1/2 AVE NWISCONSIN AVE NINLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
ROYAL OAKS
CITY OF CRYSTAL
36TH AVENUE N
TURF RESTORATION
TURF RESTORATION
TURF RESTORATION
ZEALAND AVE N
EROSION CONTROL LEGEND
MS TURF RESTORATIONMACHINE SLICED SILT FENCE
CONCENTRATED
SURFACE FLOW
LOW POINT
INLET PROTECTION
SOIL BORING
LP
BRDITCH CHECK BIOLOG
BR BIOLOG
BS U
Y
?
U
ROCK S
BS
S
S
?
S
BS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>956840884168
4
2
4
8500
850885168524860086088616
8417
8500
8501
8508
8509
8516
8517
8600
8601
8608
8609
8616
8617
3344 3346 3348
3350
3352 335433563362
3364
333333418408
8208
8308
8309
8317
8325
8401
8409
33013308330933163317332433253334334133423350335833593366336733723301330833093316331733243325333283008308
8309
8316
8317
8324
8400
8416
3424 3430 3436
3442 3448
3454
3460
8300
8301
8308
8316
8324
8400
8408 338034008624 4+920+001+002+003+004+000+00
0+44 11+4411+00>>15"8308 EROSION CONTROL PLANC2.03
BOONE
C
I
R
C2.01SEE SHEET
33RD PLACE NOR
T
H XYLON AVENUE NSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:43pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C201.dwgXrefs:, 193805342_border, 193805342_XSNO, 193805677_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comN
YUKON AVE NINLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)33RD AVE NINLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
34TH AVENUE NORTH
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
TURF RESTORATION
TURF RESTORATION
BOONE AVE N33RD AVENUE N
EROSION CONTROL LEGEND
MS TURF RESTORATIONMACHINE SLICED SILT FENCE
CONCENTRATED
SURFACE FLOW
LOW POINT
INLET PROTECTION
SOIL BORING
LP
BRDITCH CHECK BIOLOG
BR BIOLOG
BS U
Y
?
U
ROCK S
BS
S
S
?
S
BS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>956840884168
4
2
4
8500
850885168524860086088616
8417
8500
8501
8508
8509
8516
8517
8600
8601
8608
8609
8616
8617
3344 3346 3348
3350
3352 335433563362
3364
333333418408
8208
8308
8309
8317
8325
8401
8409
33013308330933163317332433253334334133423350335833593366336733723301330833093316331733243325333283008308
8309
8316
8317
8324
8400
8416
3424 3430 3436
3442 3448
3454
3460
8300
8301
8308
8316
8324
8400
8408 338034008624 4+920+001+002+003+004+000+00
0+44 11+4411+00>>15"8308 EROSION CONTROL PLANC2.03
BOONE
C
I
R
C2.01SEE SHEET
33RD PLACE NOR
T
H XYLON AVENUE NSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:43pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C201.dwgXrefs:, 193805342_border, 193805342_XSNO, 193805677_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comN
YUKON AVE NINLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)33RD AVE NINLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
34TH AVENUE NORTH
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
TURF RESTORATION
TURF RESTORATION
BOONE AVE N33RD AVENUE N
EROSION CONTROL LEGEND
MS TURF RESTORATIONMACHINE SLICED SILT FENCE
CONCENTRATED
SURFACE FLOW
LOW POINT
INLET PROTECTION
SOIL BORING
LP
BRDITCH CHECK BIOLOG
BR BIOLOG
S
S
S
7839
7829
6099
7849
60956089606460726056604860406032602460816073
60656009
6017605761017850
78706100
330133013301330161096108>>>>>>>>>>>>>>>>>>S
MAIL
MAILY
MAIL
MAILMAIL
S
MAILY
MAIL
MAILBS
MAIL
S MAILMAILMAILBS >>>>>>>>>>>>>>>>901
900
903
905
909
912
915
9
1
8
921
924
9289
2
9
930>>>>>>>>>>7916
7924
8000
8001
8008
80098016 7900
7901
7908
7909
7917
3701
3709
5+
7
5
0+00
1+00
2+00
3+00
4+00
5+00
EROSION CONTROL PLANC2.04SUMTER AVENUE
N
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:44pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C201.dwgXrefs:, 193805342_border, 193805342_XSNO, 193805677_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comN
SUMT
E
R
P
L
A
C
E
61ST AVENUE
N
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)WINNETKA AVENUE N37TH A
V
E
N
EROSION CONTROL LEGEND
MS TURF RESTORATIONMACHINE SLICED SILT FENCE
CONCENTRATED
SURFACE FLOW
LOW POINT
INLET PROTECTION
SOIL BORING
LP
BRDITCH CHECK BIOLOG
BR BIOLOG
83085325532553255325532553255325532553255325782178497820784878517823550055015516553355205541557355327776
777
5
7755
7742
7731
775
9
7735
7711
7710
7744
53255540532553255572EROSION CONTROL PLANC2.05BASS LAKE ROADSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:44pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C201.dwgXrefs:, 193805342_border, 193805342_XSNO, 193805677_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comNELM GROVE AVENUE
INLET PROTECTION
(TYP.)ELM GROVE LANEINLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
INLET PROTECTION
(TYP.)
YUKON AVE WM -STA - (5+00.00)
-1+00 958.47958.50+00 961.41961.41+00 962.06962.12+00 962.37962.43+00 961.35961.34+00 5+00959.77959.8961.63961.6962.15962.1961.99962.0961.53961.583083301
3308
3309
3316
3317
3324
3325
3332
831683248400l l l l l l l l l llll
l
l lll ll ll ll ll
llll4+92
0+00
1+00
2+00
3+00
4+00 0+000+44lll
l
l
l
l
l
l
l
lllllll
l
l
l
l
l
l
ll>>>>lG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG-BG
-
B
G
-
B
G-BG-BG-BG-B
G-B
G-
B
G-BG-BG-BG-BG-BG-BG-BG-BSSSSBSSSUY>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>WATERMAIN PLAN & PROFILEC4.01NYUKON AVENUE WATERMAIN
GENERAL NOTES:
1.WATERMAIN OVER DEPTH TO AVOID UTILITY
CONFLICTS OR HIGH POINTS IN WATER LINE
ARE INCIDENTAL AND THE RESPONSIBILITY
OF THE CONTRACTOR.
2.ALL WATER SERVICES 1" TYPE K COPPER.
2.1.WATER SERVICES ARE TO BE
RECONNECTED WITHIN WATERMAIN
TRENCH
3.INSULATE WATER SERVICES AS DIRECTED
BY FIELD ENGINEER.
4.EXPLORATORY DIGGING SHALL ONLY BE
USED PER THE DIRECTION OF THE FIELD
ENGINEER FOR FIELD. THIS BID ITEM IS NOT
FOR POTHOLING FOR PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS PAID BY MATERIAL
USED OF PIPE LENGTH, INSULATION AND
FITTING WEIGHT ACTUALLY INSTALLED IN
THE FIELD.
6.TEMPORARY WATER MUST PASS TWO
BACTERIA TESTS, TAKEN/TESTING FOR THIS
IS CONTRACTOR'S RESPONSIBILITY.
7.A 24-HOUR CONTACT NUMBER FOR
TEMPORARY WATER ISSUES OR OTHER
EMERGENCIES IS TO BE SUPPLIED AT
PRE-CON.
8.SEE STREET IMPROVEMENT SHEET C6.03
FOR SANITARY MH FRAME/CASTING/RING
IMPROVEMENT DESCRIPTIONS
5 100
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:44pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C401.dwgXrefs:, 193805677_border, 193805677_XSWT, 193805677_XSXT, 193805677_REMOVALS, 193805677_XSPLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comEXISTING GRADE
ABOVE PIPE
EX. 6" GV
CONNECT EXISTING WM
NEW 6" GV
6" GV
HYDRANT
TNH=961.78
6" TEE
6" GV
HYDRANT
TNH=964.75
6" GV AND BOX
CONNECT TO EX 6"
CIP WM
33RD PLACE NORTH33RD AVENUE NORTHMAINTAIN 10' MINIMUM
HORIZONTAL SEPERATION
BETWEEN WATER MAIN AND
EXISTING SANITARY SEWER
PIPE AND STRUCTURES (TYP.)
1" CORP STOP AND SADDLE
CONNECT TO EX. WATER
SERVICE IN TRENCH (TYP.)
6" - 11.25° BEND
6" - 11.25° BEND
940
950
960
970
940
950
960
970
535 LF - 6" PVC, C900
WATERMAIN PIPE
15" RCP
9" VSP
CLEARANCE OF 18"
CLEARANCE
OF 18"
VIRGINIA AVE N -STA - (6+00.00)927.24927.20+00 925.23925.2919.95919.91+00 916.97917.0914.97915.02+00 914.00914.0912.32912.33+00 909.96910.0908.73908.74+00 907.27907.3907.37907.45+00 6+00
3501 351135213530811135403550355135603520lllllllllllllllllllllllllllllll0+00
1+00
2+00
3+00
4+00
5+00
5
+
4
7
l
l
l llllllllllllllllllllllllllllllUW-SERSSW-SERW-SERW-SERSSROCKROCKROCKROCKROCKROCKROCKROCKROCKW-SERW-SERW-SERW-SERSSW-SERSSBSSSW-SERW-SERW-SERW-SERBSG-B>>>>
>>
>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>SWATERMAIN PLAN & PROFILEC4.02NGENERAL NOTES:
1.WATERMAIN OVER DEPTH TO AVOID UTILITY CONFLICTS OR HIGH POINTS IN WATER LINE ARE INCIDENTAL AND THE RESPONSIBILITY OF THE
CONTRACTOR.
2.ALL WATER SERVICES 1" TYPE K COPPER.
2.1.WATER SERVICES ARE TO BE RECONNECTED WITHIN WATERMAIN TRENCH
3.INSULATE WATER SERVICES AS DIRECTED BY FIELD ENGINEER.
4.EXPLORATORY DIGGING SHALL ONLY BE USED PER THE DIRECTION OF THE FIELD ENGINEER FOR FIELD. THIS BID ITEM IS NOT FOR POTHOLING
FOR PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS PAID BY MATERIAL USED OF PIPE LENGTH, INSULATION AND FITTING WEIGHT ACTUALLY INSTALLED IN THE FIELD.
6.TEMPORARY WATER MUST PASS TWO BACTERIA TESTS, TAKEN/TESTING FOR THIS IS CONTRACTOR'S RESPONSIBILITY.
7.A 24-HOUR CONTACT NUMBER FOR TEMPORARY WATER ISSUES OR OTHER EMERGENCIES IS TO BE SUPPLIED AT PRE-CON.
8.PROTECT EX. GAS FACILITIES AND WITH PARTICULAR CARE AT NOTED CROSSINGS. PROTECTION INCLUDES COORDINATION WITH
CENTERPOINT ENERGY. PROTECTION ALSO INCLUDES ANY SPECIAL MEANS OR METHODS AS DIRECTED BY CENTERPOINT ENERGY WITH
REGARD TO EXPOSING, WORKING AROUND AND BACKFILLING/COMPACTION AROUND THE GAS MAIN. .
5 100
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
VIRGINIA AVENUE N WATERMAIN
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:44pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C401.dwgXrefs:, 193805677_border, 193805677_XSWT, 193805677_XSXT, 193805677_REMOVALS, 193805677_XSPLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com6' GV & BOX
6" GV
HYDRANT
TNH=964.75
6" GV & BOX
CONNECT TO EX.
6" CIP WM 35 1
/2
AVENUE
N
EXISTING GRADE
ABOVE PIPE
MAINTAIN 10' MINIMUM
HORIZONTAL SEPERATION
BETWEEN WATER MAIN AND
EXISTING SANITARY SEWER
PIPE AND STRUCTRES6" - 11 1/4° BEND
6" - 11 1/4° BEND
6" - 22 1/2° BEND
6" - 22 1/2° BEND
6" - 11 1/4° BEND
1" CORP STOP AND
SADDLE CONNECT TO
EX. WATER SERVICE
IN TRENCH (TYP.)7.5' COVER MIN.547 LF - 6" PVC, C900
WATERMAIN PIPE
890
900
920
910
6" x 6" TEE
6" GV & BOX
CONNECT TO EX. 6"
CIP WM
890
900
920
91012" RCP
12" RCP
7916
7924
8000
8001
8008
80098016 7900
7901
7908
7909
7917
5+
7
5
0+00
1+00
2+00
3+00
4+00
5+00 lllllllllllllllllllllllllllllllllG-BG-BG-BG-BG-B G-B G-B G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-B
G-BG-BG-BG-B
G-B
G-
B G-BG-BG-BG-B G-B>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>S
SS
Y
S
SS
Y
S-SER
BS
S
SS
BS
>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllll>>>>>>>>>>>>37TH AVE N -STA - (6+00.00)
-1+00 928.74928.70+00 927.32927.3925.12925.11+00 922.02922.0918.84918.82+00 915.10915.1911.26911.33+00 907.42907.4905.40905.44+00 902.82902.8901.81901.85+00 900.41900.4WATERMAIN PLAN & PROFILEC4.03
GENERAL NOTES:
1.WATERMAIN OVER DEPTH TO AVOID
UTILITY CONFLICTS OR HIGH POINTS
IN WATER LINE ARE INCIDENTAL AND
THE RESPONSIBILITY OF THE
CONTRACTOR.
2.ALL WATER SERVICES 1" TYPE K
COPPER.
2.1.WATER SERVICES ARE TO BE
RECONNECTED WITHIN
WATERMAIN TRENCH
3.INSULATE WATER SERVICES AS
DIRECTED BY FIELD ENGINEER.
4.EXPLORATORY DIGGING SHALL ONLY
BE USED PER THE DIRECTION OF THE
FIELD ENGINEER FOR FIELD. THIS BID
ITEM IS NOT FOR POTHOLING FOR
PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS PAID BY
MATERIAL USED OF PIPE LENGTH,
INSULATION AND FITTING WEIGHT
ACTUALLY INSTALLED IN THE FIELD.
6.TEMPORARY WATER MUST PASS
TWO BACTERIA TESTS,
TAKEN/TESTING FOR THIS IS
CONTRACTOR'S RESPONSIBILITY.
7.A 24-HOUR CONTACT NUMBER FOR
TEMPORARY WATER ISSUES OR
OTHER EMERGENCIES IS TO BE
SUPPLIED AT PRE-CON.
5 100
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
37TH AVE N WATERMAIN
N
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:45pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C401.dwgXrefs:, 193805677_border, 193805677_XSWT, 193805677_XSXT, 193805677_REMOVALS, 193805677_XSPLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com6" GV
HYDRANT
TNH=904.54
6" GV & BOX
CONNECT TO EX.
6" CIP WM
WINNETKA AVE N (CSAH 156)EXISTING GRADE
ABOVE PIPE
MAINTAIN 10' MINIMUM
HORIZONTAL SEPERATION
BETWEEN WATER MAIN AND
EXISTING SANITARY SEWER
PIPE AND STRUCTRES
1" CORP STOP AND SADDLE
CONNECT TO EX. WATER
SERVICE IN TRENCH (TYP.)
6" - 11 1/4° BEND
7.5' COVER MIN.6" - 45° BEND
564 LF - 6" PVC,
C900 WATERMAIN PIPE
910
900
890
920
910
900
890
920
3440350035103511352035303531354035413550355135600+61 1+00
2+00
3+00
4+00
5+00
6+00
7+0
0
llllllllllllllllllllllllllllllllllllllllllllllllllG-BG-BG-BG-BW-SERSSYW-SERW-SERSSSBSROCKGASSSS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>lllllllllllXYLON AVE N915.05915.01+00 908.62908.62+00 904.37904.43+00 905.08905.14+00 908.64908.65+00 914.68914.76+00 923.44923.47+00912.20912.2906.72906.7903.89903.9906.62906.6910.81910.8918.78918.8WATERMAIN PLAN & PROFILEC4.04
GENERAL NOTES:
1.WATERMAIN OVER DEPTH
TO AVOID UTILITY
CONFLICTS OR HIGH
POINTS IN WATER LINE
ARE INCIDENTAL AND THE
RESPONSIBILITY OF THE
CONTRACTOR.
2.ALL WATER SERVICES 1"
TYPE K COPPER.
2.1.WATER SERVICES ARE
TO BE RECONNECTED
WITHIN WATERMAIN
TRENCH
3.INSULATE WATER
SERVICES AS DIRECTED
BY FIELD ENGINEER.
4.EXPLORATORY DIGGING
SHALL ONLY BE USED PER
THE DIRECTION OF THE
FIELD ENGINEER FOR
FIELD. THIS BID ITEM IS
NOT FOR POTHOLING FOR
PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS
PAID BY MATERIAL USED
OF PIPE LENGTH,
INSULATION AND FITTING
WEIGHT ACTUALLY
INSTALLED IN THE FIELD.
6.TEMPORARY WATER MUST
PASS TWO BACTERIA
TESTS, TAKEN/TESTING
FOR THIS IS
CONTRACTOR'S
RESPONSIBILITY.
7.A 24-HOUR CONTACT
NUMBER FOR TEMPORARY
WATER ISSUES OR OTHER
EMERGENCIES IS TO BE
SUPPLIED AT PRE-CON.
5 100
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
XYLON AVENUE NC4.05SEE SHEET
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:45pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C401.dwgXrefs:, 193805677_border, 193805677_XSWT, 193805677_XSXT, 193805677_REMOVALS, 193805677_XSPLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comCONNECT EXISTING WM
EX. 6" GV
6" TEE
6" GV
HYDRANT
TNH= 911.94
36TH AVENUE NMAINTAIN 10' MINIMUM
HORIZONTAL SEPERATION
BETWEEN WATER MAIN AND
EXISTING SANITARY SEWER
PIPE AND STRUCTRES
1" CORP STOP AND SADDLE
CONNECT TO EX. WATER
SERVICE IN TRENCH (TYP.)7.5' COVER MIN.1114 LF - 6" PVC, C900
WATERMAIN PIPE
890
900
910
920
6' GV & BOX
6' GV & BOX
890
900
910
920
12" RCP
12" RCP
21" RCP
9" VSP
CLEARANCE OF 18"
W/ INSULATION
33803400341034113420342134303431344034417+0
0
8+00
9+00
10+00
11+00
lllllllllllllllllllllllllllllllllllllSSG-BG-BG-BG-BG-BG-BSSSYSSSBS>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XYLON AVE N (2)918.78923.44923.47+00 927.65927.7932.48932.58+00 937.15937.1941.54941.59+00 945.95945.9950.18950.210+00 954.38954.4956.66956.711+00 12+00 13+00 WATERMAIN PLAN & PROFILEC4.05
6" - 11 1/4° BEND
GENERAL NOTES:
1.WATERMAIN OVER DEPTH
TO AVOID UTILITY
CONFLICTS OR HIGH
POINTS IN WATER LINE
ARE INCIDENTAL AND THE
RESPONSIBILITY OF THE
CONTRACTOR.
2.ALL WATER SERVICES 1"
TYPE K COPPER.
2.1.WATER SERVICES ARE
TO BE RECONNECTED
WITHIN WATERMAIN
TRENCH
3.INSULATE WATER
SERVICES AS DIRECTED
BY FIELD ENGINEER.
4.EXPLORATORY DIGGING
SHALL ONLY BE USED PER
THE DIRECTION OF THE
FIELD ENGINEER FOR
FIELD. THIS BID ITEM IS
NOT FOR POTHOLING FOR
PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS
PAID BY MATERIAL USED
OF PIPE LENGTH,
INSULATION AND FITTING
WEIGHT ACTUALLY
INSTALLED IN THE FIELD.
6.TEMPORARY WATER MUST
PASS TWO BACTERIA
TESTS, TAKEN/TESTING
FOR THIS IS
CONTRACTOR'S
RESPONSIBILITY.
7.A 24-HOUR CONTACT
NUMBER FOR TEMPORARY
WATER ISSUES OR OTHER
EMERGENCIES IS TO BE
SUPPLIED AT PRE-CON.
5 100
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
XYLON AVENUE NC4.04SEE SHEETSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:45pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C401.dwgXrefs:, 193805677_border, 193805677_XSWT, 193805677_XSXT, 193805677_REMOVALS, 193805677_XSPLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comEXISTING GRADE
ABOVE PIPE 34TH AVENUE NORTHMAINTAIN 10' MINIMUM
HORIZONTAL SEPERATION
BETWEEN WATER MAIN AND
EXISTING SANITARY SEWER
PIPE AND STRUCTRES
1" CORP STOP AND SADDLE
CONNECT TO EX. WATER
SERVICE IN TRENCH (TYP)
6" TEE CONNECT
TO EX 6" CIP WM
1114 LF - 6" PVC, C900
WATERMAIN PIPE
940
930
920
950
CONNECT TO EX. WM
7.5' COVER MIN.940
930
920
950 12" RCP
3431
3437
3442
3443
3448
3454
3460
3449
3466
3472
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BS
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>6" - 11 1/4° BEND
6" - 11 1/4° BEND
6" - 11 1/4° BEND
YUKON AVE N (36TH)
-1+00 945.30945.30+00 945.39945.4946.22946.21+00 947.65947.6950.50950.52+00 952.30952.3954.65954.73+00 956.79956.8958.12958.14+00 958.21958.2957.99958.05+00 956.77956.8954.57954.66+00 WATERMAIN PLAN & PROFILEC4.06
GENERAL NOTES:
1.WATERMAIN OVER DEPTH
TO AVOID UTILITY
CONFLICTS OR HIGH
POINTS IN WATER LINE
ARE INCIDENTAL AND THE
RESPONSIBILITY OF THE
CONTRACTOR.
2.ALL WATER SERVICES 1"
TYPE K COPPER.
2.1.WATER SERVICES ARE
TO BE RECONNECTED
WITHIN WATERMAIN
TRENCH
3.INSULATE WATER
SERVICES AS DIRECTED
BY FIELD ENGINEER.
4.EXPLORATORY DIGGING
SHALL ONLY BE USED PER
THE DIRECTION OF THE
FIELD ENGINEER FOR
FIELD. THIS BID ITEM IS
NOT FOR POTHOLING FOR
PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS
PAID BY MATERIAL USED
OF PIPE LENGTH,
INSULATION AND FITTING
WEIGHT ACTUALLY
INSTALLED IN THE FIELD.
6.TEMPORARY WATER MUST
PASS TWO BACTERIA
TESTS, TAKEN/TESTING
FOR THIS IS
CONTRACTOR'S
RESPONSIBILITY.
7.A 24-HOUR CONTACT
NUMBER FOR TEMPORARY
WATER ISSUES OR OTHER
EMERGENCIES IS TO BE
SUPPLIED AT PRE-CON.
5 100
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
YUKON AVENUE N
N
C4.07SEE SHEETSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:45pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C401.dwgXrefs:, 193805677_border, 193805677_XSWT, 193805677_XSXT, 193805677_REMOVALS, 193805677_XSPLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com6" TEE
6" GV
HYDRANT
TNH=
6" X 6"
TEE AQUILA AVENUE NMAINTAIN 10' MINIMUM
HORIZONTAL SEPERATION
BETWEEN WATER MAIN AND
EXISTING SANITARY SEWER
PIPE AND STRUCTRES
REMOVE WATER
SERVICE WITHIN WM
TRENCH (TYP.)
6" GV & BOX CONNECT
TO EX. 6" CIP WM
7.5' MIN. COVER1409.70 LF - 6" PVC,
C900 WATERMAIN PIPE
930
940
950
960
6" GV & BOX CONNECT
TO EX. 6" CIP WM
EXISTING GRADE
ABOVE PIPE
930
940
950
960
9" VSP
3449
3455
3461
3467
3472
3478
3484
3490
3496
3500
l
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6" - 11 1/4° BEND
YUKON AVE N (36TH)954.65954.73+00 956.79956.8958.12958.14+00 958.21958.2957.99958.05+00 956.77956.8954.57954.66+00 951.60951.6948.12948.17+00 944.34944.3940.53940.58+00 936.35936.3932.53932.59+00 928.47928.5924.710+00 WATERMAIN PLAN & PROFILEC4.07
GENERAL NOTES:
1.WATERMAIN OVER DEPTH
TO AVOID UTILITY
CONFLICTS OR HIGH
POINTS IN WATER LINE
ARE INCIDENTAL AND THE
RESPONSIBILITY OF THE
CONTRACTOR.
2.ALL WATER SERVICES 1"
TYPE K COPPER.
2.1.WATER SERVICES ARE
TO BE RECONNECTED
WITHIN WATERMAIN
TRENCH
3.INSULATE WATER
SERVICES AS DIRECTED
BY FIELD ENGINEER.
4.EXPLORATORY DIGGING
SHALL ONLY BE USED PER
THE DIRECTION OF THE
FIELD ENGINEER FOR
FIELD. THIS BID ITEM IS
NOT FOR POTHOLING FOR
PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS
PAID BY MATERIAL USED
OF PIPE LENGTH,
INSULATION AND FITTING
WEIGHT ACTUALLY
INSTALLED IN THE FIELD.
6.TEMPORARY WATER MUST
PASS TWO BACTERIA
TESTS, TAKEN/TESTING
FOR THIS IS
CONTRACTOR'S
RESPONSIBILITY.
7.A 24-HOUR CONTACT
NUMBER FOR TEMPORARY
WATER ISSUES OR OTHER
EMERGENCIES IS TO BE
SUPPLIED AT PRE-CON.
25 500
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
YUKON AVENUE N NC4.08SEE SHEETSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:45pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C401.dwgXrefs:, 193805677_border, 193805677_XSWT, 193805677_XSXT, 193805677_REMOVALS, 193805677_XSPLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comC4.06SEE SHEETEXISTING GRADE
ABOVE PIPE
6" TEE
6" GV
HYDRANT
TNH= 952.49
MAINTAIN 10' MINIMUM
HORIZONTAL SEPERATION
BETWEEN WATER MAIN AND
EXISTING SANITARY SEWER
PIPE AND STRUCTRES
REMOVE WATER
SERVICE WITHIN WM
TRENCH (TYP.)
1409.70 LF - 6" PVC,
C900 WATERMAIN PIPE
960
950
940
930
6' GV & BOX
7.5' MIN. COVER960
950
940
930
YUKON AVE N (36TH) (1)940.53940.58+00 936.35936.3932.53932.59+00 928.47928.5924.73924.710+00 920.59920.6916.47916.511+00 913.30913.3912.81912.812+00 913.54913.5914.85914.813+00 915.89915.914+00 15+00
3501
3506
3507
3512
3513
3518
3519
3524
3525
3530
3531
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>l>>>>>>>>>>>>WATERMAIN PLAN & PROFILEC4.08
6" - 11 1/4° BEND
GENERAL NOTES:
1.WATERMAIN OVER DEPTH TO
AVOID UTILITY CONFLICTS OR
HIGH POINTS IN WATER LINE
ARE INCIDENTAL AND THE
RESPONSIBILITY OF THE
CONTRACTOR.
2.ALL WATER SERVICES 1" TYPE K
COPPER.
2.1.WATER SERVICES ARE TO
BE RECONNECTED WITHIN
WATERMAIN TRENCH
3.INSULATE WATER SERVICES AS
DIRECTED BY FIELD ENGINEER.
4.EXPLORATORY DIGGING SHALL
ONLY BE USED PER THE
DIRECTION OF THE FIELD
ENGINEER FOR FIELD. THIS BID
ITEM IS NOT FOR POTHOLING
FOR PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS PAID BY
MATERIAL USED OF PIPE
LENGTH, INSULATION AND
FITTING WEIGHT ACTUALLY
INSTALLED IN THE FIELD.
6.TEMPORARY WATER MUST PASS
TWO BACTERIA TESTS,
TAKEN/TESTING FOR THIS IS
CONTRACTOR'S
RESPONSIBILITY.
7.A 24-HOUR CONTACT NUMBER
FOR TEMPORARY WATER
ISSUES OR OTHER
EMERGENCIES IS TO BE
SUPPLIED AT PRE-CON.
25 500
Vertical Scale In Feet
25 500
Hortizontal Scale In Feet
YUKON AVENUE N NSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:45pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C401.dwgXrefs:, 193805677_border, 193805677_XSWT, 193805677_XSXT, 193805677_REMOVALS, 193805677_XSPLTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comC4.07SEE SHEETEXISTING GRADE
ABOVE PIPE
CONNECT TO EXISTING WM
6" TEE
6" GV
HYDRANT
TNH= 948.08 36TH AVENUE NMAINTAIN 10' MINIMUM
HORIZONTAL SEPERATION
BETWEEN WATER MAIN AND
EXISTING SANITARY SEWER
PIPE AND STRUCTRES
REMOVE WATER
SERVICE WITHIN WM
TRENCH (TYP.)7.5' MIN. COVER1409.70 LF - 6" PVC,
C900 WATERMAIN PIPE
920
930
910
900
920
930
910
900
9" VSP
12" RCP
CLEARANCE OF 18"
LEGENDNEW SANITARY RING& FRAME, & NEWHOPE LOGO CASTING2" MILL & OVERLAYSSSNEW STORM RING &FRAME, & NEW HOPELOGO CASTINGRECLAIM & OVERLAYREMOVE & REPLACEBITUMINOUS DRIVEWAYREMOVE & REPLACECONCRETE DRIVEWAYSW-SERBSBSSSANSTOW-SERYYGASGASGASSB-11SB-133431 3437 3501 35063507 35123513 351835193424342835003504350835123421342534313437
344334603500350135063507
35123513
3519 3525
83083411 3421
3431
3441
3451
3449
3
4
5
5
34
6
13466
346734723
4
7
8
34
8
4
34
9
0
349
6
3500
3501
3506
3507
3512
3513
3518351835
2
4
3530
3536
3542 85078513860186073524353035363542354835543531 3537 3543
3519
3524
3525
3530
3531
3536
3548
3554 3560
18"SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTREET AND UTILITY IMPROVEMENTSC6.01NREPLACE STORMCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGSHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
AND THAT I AM A DULY LICENSED
UNDER THE LAWS OF THE STATE OF
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.REVISIONCHECKEDPlot Date: 01/18/2023 - 4:46pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C601.dwgXrefs:, 193805342_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_border, 193805677_XSXT_WinnetkaGreen THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.
CITY OF NEW HOPE, MINNESOTA
2023 INFRASTRUCTURE IMPROVEMENTS
193805677CITY PROJECT NO. 1090
PBRCWMACAKMSDDBPROFESSIONAL ENGINEER
MINNESOTA.
DAN D. BOYUM
23451
733 Marquette Avenue Suite 1000
Minneapolis MN 55402-2309
www.stantec.com
YUKON AVENUE N
YUKON AVE NYUKON AVENUE NREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE STORMCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE STORMCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE STORMCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE STORMCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE STORMCASTING & RINGS12" INTEGRALCONCRETE RINGAQUILA AVENUE NAQUILA AVENUE N
REPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGINSTALLCONCRETE CURBAND CUTTER(MATCH EXISTING)BOONE AVENUE N 36TH AVENUE N
LEGEND
NEW SANITARY RING
& FRAME, & NEW
HOPE LOGO CASTING
2" MILL & OVERLAY
SS
S
NEW STORM RING &
FRAME, & NEW HOPE
LOGO CASTING
RECLAIM & OVERLAY
REMOVE & REPLACE
BITUMINOUS DRIVE
WAY
REMOVE & REPLACE
CONCRETE DRIVE
WAY
U
W-SER
W-SER
W-SER
W-SER
W-SER
W-SER
W-SER
W-SER
W-SER
BS
W-SER
W-SER
W-SER
W-SER
BS
W-SER
Y
W-SER
W-SER
BS
GAS
Y
BS
S
SAN
STO
W-SER
Y
Y
GASGAS
GAS
3501351135213410341134203421343034313440344134513500350135103511352035213530349635003506351235183501351135213530350035108111
8121813181418151353135413551353135403541355035513560352435303536 35313540354135503551
3560357
0
35203530354035003510352012"12"18"SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
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S
S
S
S
S
STREET AND UTILITY IMPROVEMENTSC6.02
N XYLON AVE NADDENDUM 1 2/18/221
Conformed Set 3/30/22
XYLON AVENUE NSHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:46pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C601.dwgXrefs:, 193805342_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_border, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comREPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING XYLON AVENUE NWISCONSIN AVENUE NVIRG
IN
IA
AVENUE
N
35 1/2 AVENUE N
36TH AVENUE NREPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
INSTALL
CONCRETE CURB
AND GUTTER
(MATCH EXISTING)
INSTALL
CONCRETE CURB
AND GUTTER
(MATCH EXISTING)INSTALL
CONCRETE CURB
AND GUTTER
(MATCH EXISTING)
C6.00SEE SHEET
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3344 3346 3348
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33013308330933163317332433253334334133423350335833593366336733723301330833093316331733243325333283008308
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SS
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SS SS
SS
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SS
SS
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S
S
S
SS
SS
SS
SS
SS
LEGEND
NEW SANITARY RING
& FRAME, & NEW
HOPE LOGO CASTING
2" MILL & OVERLAY
SS
S
NEW STORM RING &
FRAME, & NEW HOPE
LOGO CASTING
RECLAIM & OVERLAY
REMOVE & REPLACE
BITUMINOUS DRIVE
WAY
REMOVE & REPLACE
CONCRETE DRIVE
WAY
STREET AND UTILITY IMPROVEMENTSC6.03
N
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:46pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C601.dwgXrefs:, 193805342_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_border, 193805677_XSXT_WinnetkaGreenTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comREPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RINGREPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE STORM
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
XYLON AVE NXYLON AVENUE N34TH
A
V
E
N
U
E
N
33RD P
L
A
C
E
N
YUKON AVENUE N33RD AVENUE N
CITY OF CRYSTAL
C6.01SEE SHEET
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RING
REPLACE SANITARY
CASTING & RINGS
12" INTEGRAL
CONCRETE RINGYUKON AVENUE NYUKON
A
V
E
N
U
E
N
34TH AVENUE N
INSTALL
CONCRETE CURB
AND GUTTER
(MATCH EXISTING)
INSTALL
CONCRETE CURB
AND GUTTER
(MATCH EXISTING)
INSTALL
CONCRETE CURB
AND GUTTER
(MATCH EXISTING)BOONE AVENUE N
LEGENDNEW SANITARY RING& FRAME, & NEWHOPE LOGO CASTING2" MILL & OVERLAYSSSNEW STORM RING &FRAME, & NEW HOPELOGO CASTINGRECLAIM & OVERLAYREMOVE & REPLACEBITUMINOUS DRIVEWAYREMOVE & REPLACECONCRETE DRIVEWAYMAILMAILYMAILMAILMAILMAILYS-SERMAILMAILBSMAILMAILMAIL MAILBSllllllllll79167924800080018008800980167900790179087909791737013709SSSSSSSSSSS783978296099784960956089606460726056604860406032602460166008608160736
0
6
5
60096017
60
2
5
6049
6
0
5
7
610178507870610033013301330133013301600
1 61096108SSSSSSSSSTREET AND UTILITY IMPROVEMENTSC6.04NSHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
AND THAT I AM A DULY LICENSED
UNDER THE LAWS OF THE STATE OF
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.REVISIONCHECKEDPlot Date: 01/18/2023 - 4:47pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C601.dwgXrefs:, 193805342_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_border, 193805677_XSXT_WinnetkaGreen THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.
CITY OF NEW HOPE, MINNESOTA
2023 INFRASTRUCTURE IMPROVEMENTS
193805677CITY PROJECT NO. 1090
PBRCWMACAKMSDDBPROFESSIONAL ENGINEER
MINNESOTA.
DAN D. BOYUM
23451
733 Marquette Avenue Suite 1000
Minneapolis MN 55402-2309
www.stantec.comREPLACE STORMCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE STORMCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE STORMCASTING & RINGS12" INTEGRALCONCRETE RINGXYLON AVE N
WINNETKA AVE N 37TH AVE N61ST AVE NSUMTER AVE NSUMTER PL NINSTALLCONCRETE CURBAND GUTTER(MATCH EXISTING)
LEGENDNEW SANITARY RING& FRAME, & NEWHOPE LOGO CASTING2" MILL & OVERLAYSSSNEW STORM RING &FRAME, & NEW HOPELOGO CASTINGRECLAIM & OVERLAYREMOVE & REPLACEBITUMINOUS DRIVEWAYREMOVE & REPLACECONCRETE DRIVEWAY8308
532553255325532553255325532553255325532578217849782078487851782355005501551655335520554155735532 777677757755774277317759773577117710774453255540 532553255572
SS
SS
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SS
SS
SS
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SSSSSS SS SS SSSS S
STREET AND UTILITY IMPROVEMENTSC6.04NSHEET NUMBERDATENOSURVEYAPPROVEDDESIGNEDDRAWNPROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT
AND THAT I AM A DULY LICENSED
UNDER THE LAWS OF THE STATE OF
PRINT NAME:
SIGNATURE:
DATE:LIC. NO.REVISIONCHECKEDPlot Date: 01/18/2023 - 4:47pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C601.dwgXrefs:, 193805342_border, 193805677_XSXT, 193805677_XSPL, 193805677_XSWT, 193805677_border, 193805677_XSXT_WinnetkaGreen THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.
CITY OF NEW HOPE, MINNESOTA
2023 INFRASTRUCTURE IMPROVEMENTS
193805677CITY PROJECT NO. 1090
PBRCWMACAKMSDDBPROFESSIONAL ENGINEER
MINNESOTA.
DAN D. BOYUM
23451
733 Marquette Avenue Suite 1000
Minneapolis MN 55402-2309
www.stantec.comREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGREPLACE SANITARYCASTING & RINGS12" INTEGRALCONCRETE RINGELM GROVE (WINNETKA GREEN DEVELOPMENT) MILL & OVERLAY
LEGEND
SS
S
RECLAIM AND SHAPE
BITUMINOUS COURT
SURFACE
TURF RESTORATION
(EROSION CONTROL
COMPOST BLANKET
BLOWN W/ MNDOT
25-151 SEED MIX
ALT 1 - LIBERTY PARK BASKETBALL COURT RESURFACING PLANC6.06
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:48pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C606.dwgXrefs:, 193805677_border, 193805677_XSXT_LibertyParkUseMeTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comGENERAL NOTES:
1. RECLAIM EXISTING BASKETBALL COURT
MATERIAL.
2. GRADE TO DRAIN.
3. PAVE BASKETBALL COURT. SEE TYPICAL
SECTION AND DETAILS ON SHEET C6.05
4. RESTORE ALL DISTURBED AREAS WITH ....
N
10 200
Scale In Feet
GETTYSBURG AVEPROTECT EXISTING
BITUMINOUS TRAIL
(TYP.)
PROTECT EXISTING
HYDRANT
PROTECT EXISTING
BENCH
PROTECT TREE
(TYP.)
RESTORE DISTURBED AREAS
WITH 6" LOAM TOPSOIL, EROSION
CONTROL COMPOST BLANKET BLOWN
W/ MNDOT 25-151 SEED
REMOVE
EXISTING BASKETBALL
HOOP AND REPLACE AS SPECIFIED
(TYP.)
RECLAIM EXISTING BASKETBALL
COURT PAVEMENT AND UNDERLYING
AGGREGATE
BASKETBALL COURT MARKINGS LAYOUT
NOT TO SCALEF 35'70'40'R6'R6'R3'R1
9
.
7
5
'
12'19'5'3'1'3'8" - 12" RECLAIMED MATERIAL
TYPICAL COURT PAVEMENT SECTION E NOT TO SCALE
1' TYP.
3" BITUMINOUS WEAR COURSE, SP 9.5 SPWEA240C
INSTALL IN TWO 1.5" LIFTS
2 COLOR SURFACE FINISH SYSTEM
WITH BITUMINOUS LEVELING COURSE
ALT 1 - LIBERTY PARK BASKETBALL COURT RESURFACING DETAILSC6.07
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:49pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C607.dwgXrefs:, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
S
S
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>SCONTROL
LEGEND
RECLAIM, SHAPE AND
PAVE 3" BITUMINOUS
WEARING COURSE
DRAINAGE ARROW
FULL RESTORATION
3" TYPE 9.5, WEARING COURSE MIXTURE, 2B (SPWEA240B)
RECLAIM BITUMINOUS AND AGGREGATE BASE
3" TOPSOIL IN DISTURBED AREAS WITH HYDROSEED W/ MULCH
±10'
0.5'
GRADE TO DRAIN
BITUMINOUS TRAIL TYPICAL SECTIONANOT TO SCALE
/////////////////////ALT. #2: HIDDEN VALLEY PARK TRAIL IMPROVEMNTS PLANC6.08
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:49pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C608.dwgXrefs:, 193805677_border, 193805677_XSXT_LibertyParkUseMe, 193805677_REMOVALSTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comRECLAIM EXISTING BITUMINOUS TRAIL
RESHAPE TO DRAIN THEN PAVE
BITUMINOUS WALK. SEE TYPICAL
SECTION RIGHT
PROTECT EXISTING BIT. TRAIL
EXISTING BITUMINOUS
N
NOTES:
1.ALL TURF REMOVAL AND TOPSOIL STRIPPING IN
PREPARATION OF RESTORATION SHALL BE CONSIDERED
INCIDENTAL TO OTHER WORK IN THE CONTRACT.
2.ANY DEBRIS WHICH MAY BE ENCOUNTERED DURING GRADING
AND ALL EXCESS EXCAVATED MATERIAL SHALL BE DISPOSED
OF BY THE CONTRACTOR OFF THE PROJECT SITE IN A
SUITABLE DISPOSAL AREA. THIS WORK IS INCIDENTAL.
3.PLACE MINIMUM 3 INCHES TOPSOIL BORROW ON ALL
AREAS DISTURBED BY CONSTRUCTION AND SCHEDULED
FOR PERMANENT TURF ESTABLISHMENT:
- HYDROSEED W/ MNDOT SEED MIX 25-151 WITH
MULCH. PLACE WITH TWO APPLICATIONS AS
DESCRIBED IN THE PROJECT MANUAL.
4.WORK MAY START AFTER JUNE 1, 2023 AND MUST BE
COMPLETED WITHIN 45 DAYS FROM START OF
REMOVALS.
5.WORK TO BE SUBSTANTIALLY COMPLETED BY OCTOBER
16, 2023.
PROTECT EXISTING CONCRETE
PAD/SHELTER BUILDING
FULL RESTORATION
EXISTING
ICE RINK
MATCH EXISTING
BITUMINOUS TRAIL
(TYP.)
PROTECT EXISTING
DRINKING FOUNTAIN
EXISTING BITUMINOUS
PROTECT EXISTING
TREE (TYP.)
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:49pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C609.dwgXrefs:, 193805677_border, 193805677_XSXTTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comAKT 3 - MEADOW LAKE ELEMENTARY SCHOOL PICKLE BALL COURTC6.09
GENERAL NOTES:
1.WATERMAIN OVER DEPTH TO AVOID UTILITY CONFLICTS OR HIGH POINTS IN WATER LINE ARE INCIDENTAL
AND THE RESPONSIBILITY OF THE CONTRACTOR.
2.ALL WATER SERVICES 1" TYPE K COPPER.
2.1.WATER SERVICES ARE TO BE RECONNECTED WITHIN WATERMAIN TRENCH
3.INSULATE WATER SERVICES AS DIRECTED BY FIELD ENGINEER.
4.EXPLORATORY DIGGING SHALL ONLY BE USED PER THE DIRECTION OF THE FIELD ENGINEER FOR FIELD. THIS
BID ITEM IS NOT FOR POTHOLING FOR PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS PAID BY MATERIAL USED OF PIPE LENGTH, INSULATION AND FITTING WEIGHT
ACTUALLY INSTALLED IN THE FIELD.
6.TEMPORARY WATER MUST PASS TWO BACTERIA TESTS, TAKEN/TESTING FOR THIS IS CONTRACTOR'S
RESPONSIBILITY.
7.A 24-HOUR CONTACT NUMBER FOR TEMPORARY WATER ISSUES OR OTHER EMERGENCIES IS TO BE SUPPLIED
AT PRE-CON.
8.PROTECT EX. GAS FACILITIES AND WITH PARTICULAR CARE AT NOTED CROSSINGS. PROTECTION INCLUDES
COORDINATION WITH CENTERPOINT ENERGY. PROTECTION ALSO INCLUDES ANY SPECIAL MEANS OR
METHODS AS DIRECTED BY CENTERPOINT ENERGY WITH REGARD TO EXPOSING, WORKING AROUND AND
BACKFILLING/COMPACTION AROUND THE GAS MAIN. .
REMOVE EXISTING TENNIS COURT
POSTS AND PATCH COURT PAVEMENT
TO MATCH EXISTING SECTION. CORE
HOLE FOR NEW PICKLEBALL POST AND
PATCH PAVEMENT TO MATCH EXISTING
SECTION. INSTALL PICKLEBALL POST
AND NET ASSEMBLY
BOONE AVENUE60 1/2 AVENUE
0 20 40
N
19'16'8'8'9.5'
9.5'
PROPOSED 4' TALL
CHAIN LINK FENCE
6' GAP IN FENCE
PROTECT EXISTING CHAIN
LINK FENCE
4' GAP BETWEEN
FENCES
19'
PICKLE BALL COURT MARKINGS LAYOUT
NOT TO SCALEF
1 1/2" LEVELING COURSE
EXISTING TENNIS COURT SURFACING SECTIONENOT TO SCALE FOR REFERENCE ONLY
3" 1/2 BITUMINOUS BASE (2341)
1/2" SURFACE COURSE
LAY KOLD RESURFACER (BLACK)
LAY KOLD COLOR COAT
4" CLASS 5 AGGREGATE BASE
44'39'7'20'
9.5'8'60'LIBERTY PARK BASKETBALL COURT RESURFACING DETAILSC6.10
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:50pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C610.dwgXrefs:, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comPICKLEBALL POST
AND NET ASSEMBLY
XXXX582558338139
8129
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:50pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C611.dwgXrefs:, 193805677_border, 193805677_XSPL, 193805677_RP, 02639top, 3402139XSXT, 34ParcelTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.comALT 4 - MEADOW LAKEC6.12
GENERAL NOTES:
1.WATERMAIN OVER DEPTH TO AVOID UTILITY CONFLICTS OR HIGH POINTS IN WATER LINE ARE INCIDENTAL
AND THE RESPONSIBILITY OF THE CONTRACTOR.
2.ALL WATER SERVICES 1" TYPE K COPPER.
2.1.WATER SERVICES ARE TO BE RECONNECTED WITHIN WATERMAIN TRENCH
3.INSULATE WATER SERVICES AS DIRECTED BY FIELD ENGINEER.
4.EXPLORATORY DIGGING SHALL ONLY BE USED PER THE DIRECTION OF THE FIELD ENGINEER FOR FIELD. THIS
BID ITEM IS NOT FOR POTHOLING FOR PRIVATE UTILITIES.
5.WATERMAIN OFFSET IS PAID BY MATERIAL USED OF PIPE LENGTH, INSULATION AND FITTING WEIGHT
ACTUALLY INSTALLED IN THE FIELD.
6.TEMPORARY WATER MUST PASS TWO BACTERIA TESTS, TAKEN/TESTING FOR THIS IS CONTRACTOR'S
RESPONSIBILITY.
7.A 24-HOUR CONTACT NUMBER FOR TEMPORARY WATER ISSUES OR OTHER EMERGENCIES IS TO BE SUPPLIED
AT PRE-CON.
8.PROTECT EX. GAS FACILITIES AND WITH PARTICULAR CARE AT NOTED CROSSINGS. PROTECTION INCLUDES
COORDINATION WITH CENTERPOINT ENERGY. PROTECTION ALSO INCLUDES ANY SPECIAL MEANS OR
METHODS AS DIRECTED BY CENTERPOINT ENERGY WITH REGARD TO EXPOSING, WORKING AROUND AND
BACKFILLING/COMPACTION AROUND THE GAS MAIN. .
MEADOW LAKE
59TH AVENUE N
0 25 50
N
MEADOW LAKE WISCONSIN AVENUE N
COMPACTED BACKFILL
GRANULAR BORROW
MNDOT SPEC.
3149.2B.1
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPE
DIA+12" MIN.
6" BELOW PIPE
12"
DIA
PIPE FOUNDATION & BEDDING
GOOD SOILS
IMPROVED PIPE FOUNDATION MATERIAL (3149.2H MOD.)
CONSIDERED INCIDENTAL TO THE SPECIFIED GRANULAR
BORROW MATERIAL (3149.2B.1) IN THIS AREA
COMPACTED
BACKFILL
12"
ABOVE
PIPE
COARSE FILTER
AGGR. MNDOT SPEC.
3149.2H MOD.
DIA
IMPROVED PIPE
FOUNDATION 6" PAY
DEPTH INCREMENTS TYP.
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPEDIA+12" MIN.
IMPROVED PIPE FOUNDATION MATERIAL
POOR SOILS
PLATE NO.
LAST REVISION:
BED-1
AUG 2017PIPE FOUNDATION & BEDDING
METHODS FOR PVC
CITY OF NEW HOPE, MN
6" INCIDENTAL
ABOVE PIPE
VARIES
12"
ABOVE
PIPE
DIA/4 BUT NOT
LESS THAN 6"
DIA
DIA+12" MIN.
COMPACTED BACKFILL
COARSE FILTER AGGREGATE
MNDOT SPEC. 3149.2H MOD.
LOAD FACTOR 1.9
CLASS B
HAND SHAPE ANGULAR BEDDING
MATERIAL TO SEAT PIPE A MINIMUM
WIDTH OF 0.5 OUTSIDE DIAMETER OF
PIPE
DIA+12" MIN.
DIA
6" ABOVE PIPE
COMPACTED BACKFILL
LOAD FACTOR 1.5
CLASS C-1
*NOTE: THE BOTTOM OF THE TRENCH SHALL BE HAND SHAPED FROM FIRM
UNDISTURBED SOIL TO FIT AT LEAST 1/2 OF THE OUTSIDE PIPE DIAMETER
FOR ALL CLASS C BEDDING
6" ABOVE PIPE
DIA/4 BUT NOT
LESS THAN 6"
DIA
DIA+12" MIN.
COMPACTED BACKFILL
COARSE FILTER AGGREGATE
MNDOT SPEC. 3149.2H MOD.
LOAD FACTOR 1.5
CLASS C-2
PLATE NO.
LAST REVISION:PIPE FOUDATION & BEDDING
METHODS FOR RCP OR DIP
BED-2
AUG 2017
"DIA" DENOTES OUTSIDE DIAMETER OF PIPE
0.5 DIA
0.5
DIA*
CITY OF NEW HOPE, MN
HAND SHAPE ANGULAR BEDDING MATERIAL TO
SEAT PIPE A MINIMUM WIDTH OF 0.5 OUTSIDE
DIAMETER OF PIPE
MATERIAL IN THIS AREA SHALL BE CONSIDERED
INCIDENTAL FOR PIPE SPECIFIED WITH CLASS B BEDDING.
COMPACTED
BACKFILL
0.5 DIA.
6" INCIDENTAL COARSE FILTER
AGGR. MNDOT
SPEC. 3149.2H MOD.
"DIA" DENOTES OUTSIDE
DIAMETER OF PIPE
DIA+12" MIN.
DIA
IMPROVED PIPE
FOUNDATION
6" PAY DEPTH
INCREMENTS TYP.
PLATE NO.
LAST REVISION:IMPROVED PIPE FOUNDATION
FOR RCP AND DIP
BED-3
AUG 2017
CITY OF NEW HOPE, MN
PLATE NO.
LAST REVISION:
ERO-1
AUG 2017SILT FENCE INSTALLATION
CITY OF NEW HOPE, MN
POST JOINING
DIRECTION OF
RUNOFF FLOW
STANDARD & HIGH-FLOWSTANDARD & HIGH-FLOW 2' - 0'' MINPOST EMBEDMENTMANUAL INSTALLATION
RUNOFF FLOW
DIRECTION OF
T-POSTMACHINE SLICEDPOST EMBEDMENT2 '- 0'' MINKEY NOTES:
1
24
3
4
1
2
5
6
1.T-post length, 5 ft. min. at 6' max. spacing.
2.Geotextile shall meet MnDOT Spec. 3886.
3.6" x 6" fabric anchorage trench and backfill with tamped natural soil.
4.Plastic zip ties (3 minimum w/ 50lb tensile) located on top 8".
5.Machine slice 8"- 12" depth (plus 6" flap).
6.Silt fence to wrap around post at least 180°.
4
4 4
4
OVERFLOW IS 12 OF
THE CURB BOX HEIGHT
PLAN
OVERFLOW AT TOP
OF FILTER ASSEMBLY
OVERFLOW IS 12 OF
THE CURB BOX HEIGHT
DEFLECTOR PLATE
HIGH-FLOW FABRIC
FILTER ASSEMBLY
DIAMETER,
6" ON-GRADE
10" AT LOW POINT
CURB
WIMCO ROAD DRAIN CG-3067* HIGH FLOW
INLET PROTECTION CURB AND GUTTER MODEL
OR CITY APPROVED EQUAL.
* FOR THE NEW R-3290-VB STANDARD CASTING,
INSTALL WIMCO ROAD DRAIN CG-3290 OR CITY
APPROVED EQUAL.
EXISTING CURB
PLATE NO.
LAST REVISION:
ERO-4C
Jan. 2005
INLET PROTECTION
CATCH BASIN INSERT
AFTER PAVING
CITY OF NEW HOPE, MN
POINT 2
POINT 1
COMPOST, STRAW
OR WOOD FIBER 12" DIA.
ROLL ENCLOSED IN
POLYPROPYLENE NETTING
OR A GEOTEXTILE BAG.
STAKE
NOTE:
POINT 1 MUST BE A MINIMUM OF 6"
HIGHER THAN POINT 2 TO ENSURE
THAT WATER FLOWS OVER THE DIKE
AND NOT AROUND THE ENDS.
2" x 2" x 16" LONG WOODEN STAKES
AT 1'-0" SPACING MINIMUM. STAKES
SHALL BE DRIVEN THROUGH THE
BACK HALF OF THE COMPOST LOG AT
AN ANGLE OF 45° WITH THE TOP OF
THE STAKE POINTING UPSTREAM.STAKE
FLOW
BIOROLL
STAKE
45°
FL
O
W
FL
O
W
PLATE NO.
LAST REVISION:
BIOLOG DITCH CHECK
ERO-5E
March 2008
CITY OF NEW HOPE, MN
NOTES:
1.FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK.
FILTER FABRIC IS NOT REQUIRED UNDER WOODCHIPS.
2.80% OF WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE BETWEEN 2 INCHES AND 5
INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED WOOD IS
ALLOWED.
3.ENTRANCE MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC
ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS
DAILY OR MORE FREQUENTLY AS NECESSARY.
PUBLI
C
R
O
A
D
50
'
M
I
N
I
M
U
M
L
E
N
G
T
H
ROCK-6" MINIMUM DEPTH
WOODCHIPS-18" MINIMUM DEPTH
20' MI
N
I
M
U
M
W
I
D
T
H
ROCK CONSTRUCTION ENTRANCE
2"-3" WASHED ROCK OR
WOODCHIPS PER
SPECIFICATIONS
24" MINIMUM CUT OFF BERM TO
MINIMIZE RUNOFF FROM SITE
PLATE NO.
LAST REVISION:
ERO-7
Jan 2015
CITY OF NEW HOPE, MN
CL
DESIGN OR EXISTING GRADE
aVARIESb
MINIMUM 4" SAND FILL
6"4" MINIMUM
STYROFOAM
INSULATION
RIGID INSULATION
SAND FILL
VARIES
NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS
OTHERWISE SPECIFIED. ENGINEER MAY REQUIRE INSULATION
AT OTHER LOCATIONS.
COVER OVER PIPE - a
2'
3'
4'
5'
6'
WIDTH OF INSULATING BOARD - b
11'
9'
7'
5'
3'
PLATE NO.
LAST REVISION:
INSULATION DETAIL
SAN-6
JAN 2013
CITY OF NEW HOPE, MN STANDARD DETAILSC8.01
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:52pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C801.dwgXrefs:, 193805342_border, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
CL
VARIABLE
ROW
VARIABLEVARIABLE
NOTES:
1.SEWER SERVICE PIPE SHALL MATCH EXISTING SERVICE SIZE.
2.PIPE SHALL BE SCHEDULE 40 PVC.
3.SLOPE - 1/4" PER FOOT MINIMUM. MATCH SLOPE OF EXISTING SERVICE WHERE POSSIBLE.
4.ALL PIPE SHALL BE BEDDED IN GRANULAR BORROW 3149.2B1.
5.IF RISER REQUIRED, MINUMUM OF 3' LONG AND PLACEMENT OF 4" THICK CONCRETE
ENCASEMENT AT RISER/WYE CONNECTION IS CONSIDERED INCIDENTAL TO THE PAYMENT OF
RISER LENGTH.
6.FERNCO CONNECTION TO EXISTING SANITARY SERVICE PIPE SHALL BE ENCASED WITH CLEAR
ROCK 1' BELOW AND ABOVE CONNECTION.
PLATE NO.
LAST REVISION:
SEWER SERVICE CONNECTION
SAN-8
FEB. 2020
CITY OF NEW HOPE, MN
CONNECT TO EX. SEWER
SERVICE W/. APPROVED
TRANSITION COUPLING
SERVICE RISER
(IF REQ'D), MIN. 3'
SEWER MAIN
PVC WYE, SDR 26 HWS
4'' OR 6" PVC, SCH.
40, MATCH EX.
SERVICE
RISER
4" OR 6" PVC
SCH.40
MINIMUM
4" THICK
CONCRETE
ENCASEMENT
PAYMENTSEWER
MAIN 3' MINMIN. 7'-0"CL
VARIABLE
VARIABLE
VARIABLE
CORPORATION STOP
VARIABLECORPORATION STOP
MUELLER B-25000
FORD F-600-4, F-600-6
McDONALD 4701-B
CURB STOP
MUELLER B-25154
FORD B22-444M, B22-666M
McDONALD 6104
CURB BOX
McDONALD 5614
NOTES:
1.SEE SPECIFICATIONS FOR APPROVED MANUFACTURERS.
2.CURB BOX SHALL EXTEND FROM 78" TO 90".
3.ALL PIPE SHALL BE BEDDED IN GRANULAR BORROW 3149.2B1.
4.IF CURB STOP IS IN DRIVEWAY, CONTRACTOR MUST INSTALL A FORD A-1
CASTING, WITH SMOOTH LID.
5.CURB BOX LID SHALL BE OFFSET 1 1/2" SET SCREW TYPE BY ESS
BROTHERS OR APPROVED EQUAL.
WATER MAIN
45°
PLATE NO.
LAST REVISION:
WATER SERVICE CONNECTION
SER - 1
MAY 2017
CITY OF NEW HOPE, MN
CONNECT TO EX. WATER
SERVICE
CONCRETE BLOCK
SUPPORT
TYPE "K" COPPER
WATER SERVICE
CURB STOP AND BOX
(ADJUST TO 1" BELOW
FINISH GRADE) @ ROW
ROW
SUPPORT FOR CORPORATION
AND GOOSENECK SHALL
CONSIST OF A MINIMUM OF
0.5 C.Y. OF GRANULAR
BORROW EQUAL TO MN/DOT
3149.2B1 THOROUGHLY
COMPACTED
PLAN
SECTION
PLATE NO.
LAST REVISION:
CATCHBASIN MANHOLE WITH SUMP
STO-6
JAN 2019
DIMENSION FROM BACK OF CURB TO
CENTER OF STRUCTURE.
4' DIA. MH - 9" IN FROM BACK OF CURB
5' DIA. MH - 3" IN FROM BACK OF CURB
6' DIA. MH - 3" BEHIND BACK OF CURB
7' DIA. MH - 9" BEHIND BACK OF CURB
8' DIA. MH - 15" BEHIND BACK OF CURB
TOP OF BARREL SECTION UNDER TOP
SLAB TO HAVE FLAT TOP EDGE SEALED
WITH 2 BEADS OF RAMNEK OR EQUAL.
DOGHOUSES SHALL BE GROUTED ON
BOTH THE OUTSIDE AND INSIDE.
MANHOLE STEPS, 16" ON CENTER
PIPEDIA.VARIES
5'-0" MIN.
VARIES
12"-16"VARIESVARIES6"
CITY OF NEW HOPE, MN
GROUT BOTTOM
24"x36" SLAB OPENING FOR NEENAH R3067-VB OR
EQUAL. INSTALL NEENAH R3290-A FOR DRIVEWAYS
AND VALLEY GUTTERS. (VANE GRATE SHOWN)
INSTALL THE SNOUT BY BEST
MANAGEMENT PRODUCTS, INC. OR
EQUAL; AND SKIMMER AND ENERGY
DISSIPATER AS SPECIFIED.
ALL JOINTS IN MANHOLE TO HAVE "O" RING
RUBBER GASKETS. JOINTS TO BE SEALED
WITH INFI-SHIELD GATOR WRAP
MIN. OF 2, MAX OF 5 HDPE ADJUSTMENT
RINGS. NO SHIMS ALLOWED. WRAP WOVEN
FILTER FABRIC AROUND RINGS. MAX. 20"
ADJUSTMENT ALLOWED INCLUDING RINGS
AND CASTING.
PLATE NO.
LAST REVISION:
PRECAST 27" YARD DRAIN (YD)
STO-9
JAN 2019
CITY OF NEW HOPE, MN
27"
5"VARIESFRAME AND COVER OR EQUAL
NEENAH R-2588-B MANHOLE
GROUT BOTTOM
40" DIA. X 5" THICK PRECAST
REINFORCED CONCRETE
BASE SLAB.
DOG HOUSES MUST BE GROUTED BOTH
INSIDE AND OUTSIDE OF STRUCTURE.
REINFORCED
CONCRETE PIPE
PRECAST CONCRETE
STRUCTURE
MINIMUM OF 2, MAXIMUM OF 5 HDPE
ADJUSTMENT RINGS. NO SHIMS ALLOWED.
WRAP WOVEN FILTER FABRIC AROUND RINGS.
MAXIMUM 12" ADJUSTMENT ALLOWED.
CORE DRILL HOLE FOR
PVC DRAINTILE IN FIELD
AT APPROX. 22.5° FROM
CENTER
NOTE:
ANY ADDITIONAL BENDS OR FITTINGS USED TO
CONNECT THE PVC DRAIN TILE TO THE PE DRAIN TILE
OR STRUCTURE ARE INCIDENTAL TO THE COST OF THE
PVC PIPE.
6" PVC - SCH. 40
PERF. SCH-40 PVC
DRAINTILE W/ SOCK
10'-0" TYP.VARIESVARIESPLAN
2'
1"6"
CURB AND GUTTER
BITUMINOUS
AGGREGATE
GRANULAR
SUBGRADE
DOGHOUSES REQUIRED ON INSIDE AND OUTSIDE OF
CORE DRILLED DRAIN TILE CONNECTION. EXTEND 2"
INTO STRUCTURE
PLATE NO.
LAST REVISION:DRAINTILE INSTALLATION
INTO CATCHBASIN
STO-14
OCT 2017
CITY OF NEW HOPE, MN
2"2'1
4
B
A
RIPRAP
B
5D
4
12'D
A
RIPRAP REQUIREMENTS
12" TO 24" 8 TO 12 CY CL.3
27" TO 33" 14 TO 20 CY CL.3
36" TO 48" 23 TO 38 CY CL.3
54" AND UP 62 CY AND UP CL.4
(ONE CUBIC YARD IS APPROXIMATELY 2,800 LBS.)
PLAN
GEOTEXTILE FABRIC TYPE IV
GRANITE RIPRAP12"2'
EXTEND FABRIC
UNDER FLARED
END SECTION SECTION A-A
GRANITE RIPRAP
12"
SECTION B-B
GEOTEXTILE
FABRIC TYPE IV
PLATE NO.
LAST REVISION:
RIPRAP AT OUTLETS
STO-13
Feb. 2017
12' MAX.
HAND PLACE AS
NECESSARY
CITY OF NEW HOPE, MN
PLATE NO.
LAST REVISION:
2'X3' CATCH BASIN
STO-7
JAN 2019
CITY OF NEW HOPE, MN
SECTION
PLAN6"6"6"2'-0"3'-0"
24" x 36"36" MIN.4"
5"
3" GROUT
PRECAST
VARIABLE
TOP OF CURB
VANE GRATE SHOWN
NOTE:
DIRECTION OF FLOW
FACE OF CURB
6"VARIABLE (SEE PLAN)
6" PERF. PVC DRAIN
GRATE TO BE 2" BELOW GUTTER
GRADE. MIN. 8' CURB TRANSITION
ON EITHER SIDE
CATCHBASIN CASTING NEENAH R3067-VB OR
EQUAL. INSTALL R3290-A CASTING IN
DRIVEWAYS AND VALLEY GUTTERS.
DRAIN TILE CLEAN OUTCORE DRILL HOLE
TILE, SCH. 40
MIN. OF 2, MAX. 5 HDPE ADJUSTMENT
RINGS. NO SHIMS ALLOWED WRAP
WOVEN FILTER FABRIC AROUND RINGS.
MAX 20" ADJUSTMENT ALLOWED
INCLUDING RINGS AND CASTING
DOGHOUSES SHALL BE GROUTED
ON BOTH THE OUTSIDE AND THE
INSIDE.
SECTION
PLAN
6"3'-0"
NOTE:
VANE GRATE SHOWN
DIRECTION OF FLOW 6"2'-0"6"NEW HDPE RINGS (MAX 12").
NO SHIMS ALLOWED. WRAP
WOVEN FILTER FABRIC
AROUND RINGS.
GRATE TO BE 2" BELOW
GUTTER GRADE. 10'
TRANSITION EACH SIDE OF
CATCH BASIN.
DOGHOUSES SHALL BE
GROUTED ON BOTH THE
INSIDE AND OUTSIDE.
4"VARIESVARIES24" X 36"
PRECAST
PLATE NO.
LAST REVISION:
CATCHBASIN WITH SUMP
STO-8
DEC 2017
3"
3" MINIMUM
1:5
GROUTED INVERT
18"
CITY OF NEW HOPE, MN STANDARD DETAILSC8.02
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:52pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C801.dwgXrefs:, 193805342_border, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
PLATE NO.
LAST REVISION:B6 CURB & GUTTER
CONSTRUCTION AT CATCH BASIN
STR-4
JAN 2013
CITY OF NEW HOPE, MN EXPANSION JOINT8' MIN. TRANSITION
8' MI
N.
T
R
A
N
SI
TI
O
N
A
EXPANSION JOINTNo Scale
SECTION A-A
FRAME & CASTING
DESIGN GUTTER LINE GRADE 2 - #4 REBARS
2"
8' MIN. TRANSITION
NO SCALE
FLOW
FLOW
NOTE
B6 CONC. CURB & GUTTER
2 - #4 REBARS
ISOMETRIC
EX
P
A
N
S
I
O
N
J
O
I
N
T
3' - 0"
8' MI
N.
T
R
A
N
SI
TI
O
N
A
EX
P
A
N
S
I
O
N
J
O
I
N
T
CATCH BASIN FRAME &
COVER AS SPECIFIED
CATCH BASIN TO BE
DEPRESSED 2" BELOW
DESIGN GUTTER LINE GRADE
TOP OF
CURB
PLATE NO.
LAST REVISION:GENERAL PEDESTRIAN CURB RAMP
DETAILS
STR-7
DEC 2018
CITY OF NEW HOPE, MN
PLAN
CURB
FACE OF
CONC. SIDEWALK
VARIES
1"/FT. SLOPEVARIES
(S
E
E
P
L
A
N
)
C
U
R
B
R
A
D
I
U
S
3"2'2'2'
VARIES
TRUNCATED DOMES SHALL BE
NEENAH R-4984,
POWDER-COATED CAST IRON -
CHARCOAL, DETECTABLE
WARNING PLATE OR APPROVED
EQUAL.
2'
REFER TO MnDOT
STANDARD PLAN 5-297.250
NEENAH R3067-VB OR R3067-V
CATCH BASIN FRAME AND GRATE.
SHALL BE FURNISHED WITH CURB
INLET BOX AND 3" DIA. FRONT
FACE AND 4" MAXIMUM OPENING.
NEW HDPE RINGS (MAX. 12")
EXTERNAL SEAL
WOVEN FILTER FABRIC
NEENAH R1642-B MANHOLE FRAME
OR EQUAL, (WITH "NEW HOPE"
COVERS).
NEW HDPE RINGS (MAX. 12")
MANHOLE STRUCTURE WITH
TOP SLAB OR CONE SECTION.
PLATE NO.
LAST REVISION:
STR-18
JANUARY 2023CATCH BASIN & MANHOLE ADJUSTMENT
CITY OF NEW HOPE, MN
PLATE NO.
LAST REVISION:
STR-24
DEC 2017TYPICAL TRAFFIC SIGN INSTALLATION
CITY OF NEW HOPE, MN
STREET SIGNS
1.SHALL BE DIAMOND GRADE REFLECTIVE SHEETING PER
MnDOT 3352.2A2g. TYPE XI
2.ATTACH TO SIGN POST WITH 5/16'' WASHER & NUT
3.INSTALL SO BOTTOM OF SIGN PANEL IS 7' FROM FINISH
GRADE.
SIGN PANELS AS SPECIFIED OR AS SHOWN ON
THE PLANS OR SIGN LEGEND.
SIGN POSTS
1.1-3/4" O.D. SQUARE.
2.12 GAUGE SOLID TUBING, GALVANIZED (NO
PERFORATIONS).
3.MINIMUM 8 FEET, MAXIMUM 12 FEET LONG (LENGTH
REQUIRED TO BE DETERMINED BY THE SIZE OF THE
SIGN PANEL).
4.ATTACHED TO ANCHOR SYSTEM WITH 5/16" DIAMETER
CORNER BOLT.
5.SIGN POSTS TO BE MINIMUM 6 FEET BEHIND CURB OR
AS DIRECTED BY ENGINEER.
NOTES:
1.ALL POSTS, HARDWARE, AND ANCHOR SYSTEMS SHALL BE TELESPAR
SOLID SQUARE TUBE SYSTEMS AS DISTRIBUTED BY UNISTRUT
CORPORATION, OR EQUAL.
2.BOX-OUTS SHALL BE USED WITHIN HARD SURFACED AREAS PRIOR TO
SIGN PLACEMENT.
TELESPAR OMNI-ANCHOR SYSTEM
PLATE NO.
LAST REVISION:CONCRETE DRIVEWAY APRON
RESIDENTIAL
STR-9
JAN 2020
CITY OF NEW HOPE, MN
NOT TO SCALE
SECTION
NOT TO SCALE
ISOMETRIC
CONT
R
O
L J
OI
N
T
VA
R
I
E
S
VA
R
I
E
S
RO
W
,
S
I
D
E
W
A
L
K
O
R
E
X
.
D
R
I
V
E
W
A
Y ROW, SIDEWALK OR EX. DRIVEWAYEXPANSION JOINTEXPANSION JOINTCONCRETE CURB
AND GUTTER
CONT
R
O
L
J
OI
N
T
CONCRETE PAVEMENT
TO MATCH BACK OF
CONCRETE CURB
AT THIS POINT
CONTROL JOINTS IN CONCRETE CURB
NOT TO EXCEED 10' SPACING
THROUGH DRIVEWAY SECTION.
NOTE:
5'
3'
3'
12'
M
I
N
.
6" CONCRETE PAVEMENT
6" AGGREGATE, CLASS 5
5'
DRIVEWAY PATCHING BEYOND
APRON WILL MATCH THE EXISTING
SURFACE TYPE. SECTION WILL BE:
3" BIT. PAVEMENT W/ 6" CL 5 OR
6" CONC. PAVEMENT W/ 6" CL 5
EX
I
S
T
I
N
G
D
R
I
V
E
W
A
Y
℄ OF D
RI
V
E
W
A
Y
CONCRETE TO BE 6" THICK (MIN. RESIDENTIAL)
AND HAVE 6" OF COMPACTED CLASS 5
AGGREGATE BASE.
PLATE NO.
LAST REVISION:
STR-13
DEC 2015MAIL BOX INSTALLATION
CITY OF NEW HOPE, MN48"163 E. COOK
18"
MIN. 18"
10"
CLEAR ZONE
NEWSPAPER BOX
NOTES:
*HEIGHT - 48" ABOVE STREET LEVEL
*HAVE BOX EXTEND AS FAR IN FRONT OF SUPPORT POST AS
POSSIBLE. (THIS PREVENTS POSSIBLE SNOW PLOW DAMAGE).
*ADDRESS MUST BE ON THE SIDE OF BOX FROM WHICH CARRIER
APPROACHES IN LETTERS ABOUT ONE INCH HIGH (OR ON FRONT
WHERE BOXES ARE GROUPED).
*BOX MUST BE LOCATED SO CARRIER CAN SERVE WITHOUT
LEAVING VEHICLE.
*MAILBOX SHOULD NOT EXTEND BEYOND BACK OF CURB.
*ALL POSTS TO BE A MINIMUM OF 18" BEHIND BACK OF CURB
*DIMENSIONS AS PER US POSTAL SERVICE.
2 - 1 1/2 " PASSES TOTALING 3" WEARING COURSE MIXTURE PER SPEC.
8' OR 10'
0.5'
0.5'
MINIMUM 12" WIDE SHOULDER
EACH SIDE
BITUMINOUS PATHWAY
CONCRETE SIDEWALK
4" CONCRETE PER SPEC.
MINIMUM 12" WIDE SHOULDER
EACH SIDE0.5'
0.5'
6' TYP.
SEE TYP. SECTION
PLATE NO.
TYPICAL SECTION FOR BITUMINOUS
PATHWAY AND CONCRETE SIDEWALK
STR-26
0.02'/FT (MAX.)
0.02'/FT (MAX.)
LAST REVISION:
Dec. 2015
CITY OF NEW HOPE, MN
6" AGGREGATE BASE, CLASS 5, 100% CRUSHED
EXCAVATION AND ADDITIONAL AGGREGATE BASE, CLASS 5, AS
DIRECTED BY THE ENGINEER
6" AGGREGATE BASE, CLASS 5, 100% CRUSHED
EXCAVATION AND ADDITIONAL AGGREGATE BASE, CLASS 5, AS
DIRECTED BY THE ENGINEER
GEOTEXTILE FABRIC
PLATE NO.
LAST REVISION:
STR-1A
DEC 2015CURB AND GUTTER
CITY OF NEW HOPE, MN
1/2"R1/2"R
9 1/2"2"VARIES
3/4" PER FT
SLOPE
1
10"
5
7"13 1/2"10 1/2"4"12"R
1/2"R
6"7"10 1/2"17 1/2"
8"
24" B624
7"SLOPE
3/4" PER FT
1
6"
3
3"R
1/2"R
MnDOT B618
MOUNTABLE
28"R 68"R
6 1/2"1/2"
MnDOT B612
MnDOT B624
18" B618
12" B612
28"
NOTE:
1
DISTANCE TO ℄VARIABLE
STANDARD SECTION
THROUGH DRIVEWAY
PLACE #4 REBAR AS SHOWN, WHERE CURB CROSSES
UTILITY TRENCHES WITH 3" OF COVER.
1
1
1
OR EXTERNAL SEAL
NOTES:
1.EXTERNAL SEAL IS REQUIRED
FOR REMOVE AND REPLACE
SANITARY SEWER FRAME AND
RINGS WITH HDPE RINGS AND
FRAME
2.WOVEN FABRIC IS USED ON
STORM STRUCTURES STANDARD DETAILSC8.03
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:52pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C801.dwgXrefs:, 193805342_border, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
18"MIN18"MIN2'
REMOVE EXISTING
CURB DAMAGE
(MINIMUM ONE PANEL)
REMOVE EXISTING
BITUMINOUS DRIVEWAY
SURFACE
2'
EXISTING
DRIVEWAY
EXISTING CONCRETE
CURB & GUTTER
REMOVE EXISTING
BITUMINOUS
BACK OF CURB
℄ EXISTING ROADWAY
SAWCUT
D428 CONCRETE
CURB & GUTTER
BITUMINOUS PATCH
EXISTING BITUMINOUS SECTION
SAWCUT
EXISTING DRIVEWAY
3" BITUMINOUS WEARING
COURSE (SPWEA240B)
6" CLASS 5 AGGREGATE
BASE.
ONE PANEL
MINIMUM
CL
PLATE NO.
LAST REVISION:
STR-29
DEC 2017
CONCRETE CURB REPLACEMENT
DRIVE LOCATION
(BITUMINOUS D/W APRON)
CITY OF NEW HOPE, MN
18'' MIN.
VARIES
PLAN
18'' MIN.18"MIN18"MINREMOVE EXISTING
CURB DAMAGE
(MINIMUM ONE PANEL)REMOVE EXISTING
CONCRETE DRIVEWAY
SURFACE
EXISTING
DRIVEWAY
BACK OF CURB
EXISTING CONCRETE
CURB & GUTTER
℄ EXISTING ROADWAY
REMOVE EXISTING
BITUMINOUS
D428 CONCRETE
CURB & GUTTER
SAWCUT
FELT EXPANSION JOINT
SAWCUT
EXISTING DRIVEWAY
6" CONCRETE DRIVEWAY (RES.)
7" CONCRETE DRIVEWAY
(COMMERCIAL)
BITUMINOUS PATCH
SECTIONEXISTING BITUMINOUS
LC
ONE PANEL
MIMIMUM
2'2'
PLATE NO.
LAST REVISION:
STR-30
DEC 2017
CONCRETE CURB REPLACEMENT
DRIVE LOCATION
(CONCRETE D/W APRON)
CITY OF NEW HOPE, MN
6" CLASS 5 AGGREGATE
BASE.
PLAN
18'' MIN.18"MIN.EXISTING YARD
CONTRACTION JOINT
(TYP.)
GUTTER LINE
REMOVE EXISTING SOD & REPLACE WITH
6" TOPSOIL, MNDOT SEED MIXTURE
25-151 AND CATEGORY 0, TYPE 1S
EROSION CONTROL BLANKET.
EXISTING CONCRETE
CURB & GUTTER
EXISTING
BITUMINOUS SURFACE
℄ EXISTING ROADWAY
SAWCUT EXISTING
CURB & GUTTER
1/4"/FT. MIN.
6" TOPSOIL, MNDOT SEED
MIXTURE 25-151 AND
CATEGORY 0, TYPE 1S
EROSION CONTROL
BLANKET
REMOVE EXISTING BITUMINOUS
SURFACE
SECTION
CL
ONE PANEL MIN.2'2'0'-2'
PLATE NO.
LAST REVISION:
STR-31
FEB 2017
0'-2'
EXISTING CONTRACTION
JOINT (TYP.)
CONCRETE CURB REPLACEMENT
NON DRIVEWAY LOCATION
CITY OF NEW HOPE, MN
PLAN
18'' MIN.
PLATE NO.
LAST REVISION:GATE VALVE AND BOX
INSTALLATION
WAT-3
JAN. 2019
CITY OF NEW HOPE, MN
DROP LID
TOP
EXTENSION
BOTTOM
8" CONC. BLOCK
3' MIN
GRADE
BASE MEGALUGS
NOTES: 1. ALL EXTERIOR GATE VALVE BOLTS ARE TO BE
STAINLESS STEEL OR CITY APPROVED EQUAL.
2. PROVIDE POLYWRAP AROUND ALL FITTINGS AND
GATE VALVE BOXES.
3. 7.5' MINIMUM COVER REQUIRED OVER TOP OF
WATERMAIN.
4. RESTRAIN TEE AND VALVE WITH MEGALUG (OR
EQUAL) THRUST RESTRAINTS.
ADJUST TOP TO 3/8" BELOW
GRADE. BOX TO BE SET TO
PROVIDE 12" OF ADJUSTMENT.
GATE VALVE BOX, SCREW TYPE, 3
PIECE, 5 1/4" SHAFT, SIZE G BOX,
7'-6" EXTENDED, #6 ROUND BASE
RESILIENT WEDGE VALVE
CONFORMING TO AWWA C-509-80
STANDARDS
GATE VALVE BOX
SHALL BE CAST IRON.
ROCK WITH FABRIC
ON TOP
TRACER
WIRE
GATE VALVE ADAPTER: 1/4" STEEL
WITH PROTECTIVE COATING, 1/2"
RUBBER GASKET INSTALLED
BETWEEN THE GATE VALVE AND
GATE VALVE ADAPTER.
PLATE NO.
LAST REVISION:
CONCRETE THRUST BLOCKING
WAT-6
NOV 2014
CITY OF NEW HOPE, MN
332211
2'-0"
1'-6"
D
2'-8"
2'-1"
B
90° BEND/TEE
1'-6"
1'-5"
D
2'-1"
1'-5"
B
45° BEND
1'-5"
1'-5"
D
1'-5"
1'-5"
B
22 1/2° BEND
BUTTRESS DIMENSIONS
8"
6"
SIZE
PIPE
1 2 3B2B13SECTION A-A PLAN 0° TO 22 1/2° BENDS
PLAN 22 1/2° TO 45° BENDSPLAN 45° TO 90° BENDS
D D DAA
A AA
AAA
A
B
CONCRETE
UNDISTURBED EARTH
BEDDING MATERIAL
VARIABLE 3' MIN.
90°
6"
16'
20"
24"
3'-0"
3'-6"
4'-4"
2'-0"
2'-8"
3'-0"
3'-10"
5'-6'
6'-10"
3'-0"
3'-4"
3'-10"
6'-2"
8'-4"
9'-8"
3'-6"
4'-0"
5'-0"
2'-6"4'-9"2'-0"3'-4"1'-10"1'-10"12"
PROVIDE
SEPARATION
FABRIC/WRAP IN
BETWEEN
CONCRETE AND
PIPE.
NOTES:
1.SHAPE OF BACK OF BUTTRESS
MAY VARY AS LONG AS POURED
AGAINST FIRM UNDISTURBED
EARTH.
2.DIMENSION 'A' SHOULD BE AS
LARGE AS POSSIBLE.
3.Ɵ = 45° MINIMUM
4.PROVIDE POLYETHYLENE WRAP
AROUND ALL FITTINGS.
5.ALL BENDS AND FITTINGS SHALL
BE RESTRAINED WITH MEGALUG
THRUST RESTRAINTS OR EQUAL.
6.NO PVC TO CONCRETE
CONTACT.
Ɵ - SEE NOTE 3
Ɵ - SEE NOTE 3
Ɵ - SEE NOTE 3
PLATE NO.
LAST REVISION:
WATER MAIN OFFSET W/ MEGALUGS
WAT-10
JAN 2019
CITY OF NEW HOPE, MN
NOTES:
1. ALL FITTINGS SHALL BE FUSION BONDED EPOXY COATED DUCTILE IRON TO MEET
OR EXCEED ANSI/AWWA C550 AND C116/A21.116 REQUIREMENTS.
2.MEGALUGS WILL NOT BE ALLOWED ON ANY CIP WATER MAIN.
3.SELECT GRANULAR WILL BE REQUIRED BETWEEN INSULATION, WATER MAIN, AND
OBSTRUCTION.
4.ALL BENDS SHALL HAVE MEGALUGS WITH BLOCKING AND POLY-WRAP.
5.ALL WATERMAIN BOLTS SHALL BE COR-BLUE.
6.TRACER WIRE SHALL BE TAPED TO BOTTOM OF WATERMAIN PIPE EVERY 20'.
LC
CITY OF NEW HOPE, MN
6" LEAD
HYDRANT
PLATE NO.
LAST REVISION:
WAT-11
SEPT 2017
2 CUBIC YARDS MIN. 1-1/2" WASHED
ROCK MNDOT SPEC. 3149 TO MIN. 1'
ABOVE WEEP HOLES. COVER WITH
MNDOT SPEC 3733 TYPE 5 FABRIC.
PLATE NO.
LAST REVISION:
STR-39
JAN 2015CONCRETE VALLEY GUTTER
CITY OF NEW HOPE, MN
STANDARD DETAILSC8.04
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:52pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C801.dwgXrefs:, 193805342_border, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
PLATE NO.
LAST REVISION:FLARED END SECTION
WITH TRASH GUARD
STO-12
DEC 2017
CITY OF NEW HOPE, MN
SEE CITY PLATE NO. STO-13 FOR RIPRAP PLACEMENT.
ANCHOR CLIP
24" M
A
X
6"
H
TIE LAST 3 PIPE JOINTS. USE 2
TIE BOLT FASTENERS PER JOINT.
INSTALL AT 60° FROM TOP OR
BOTTOM OF PIPE.
PROVIDE 3 ANCHOR CLIPS TO FASTEN TRASH
GUARD TO FLARED END SECTION. HOT DIP
GALVANIZE AFTER FABRICATION.
ANCHOR BOTH SIDES.
TRASH GUARD SIZING
PIPE SIZE BARS `H'BOLTS
5/8"
3/4"
1"12"
6"
4"
1 1/4"Ø
1"Ø
3/4"Ø
48"-72"
21"-42"
12"-18"
ISOMETRIC
STORM SEWER SHALL BE RCP.
PLATE NO.
LAST REVISION:PVC PERFORATED PIPE BELOW
CONCRETE CURB
STO-19
MAY 2017
CITY OF NEW HOPE, MN
NOTE:
GEOTEXTILE FABRIC
NON-WOVEN
Aggregate Base
GRADE TO DRAIN
SELECT GRANULAR BORROW
CLAY SUB-GRADE
10"
(TYP.)
1/4"Ø HOLE
TRENCH DETAIL
PIPE DETAIL
160°
90°
TYPE 5
6" PERF. PVC DRAINTILE W/ SOCK.
KNOTCH SUBGRADE AS SPECIFIED
IN LOCATIONS WHERE THERE IS
EXISTING CURB AND GUTTER, INSTALL
DRAIN TILE UNDER LIP OF GUTTER AS
DIRECTED BY ENGINEER.STANDARD DETAILSC8.05
SHEET NUMBER
DATENO
SURVEY
APPROVED
DESIGNED
DRAWN
PROJ. NO.WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISIONI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF PRINT NAME: SIGNATURE:DATE:LIC. NO.REVISION
CHECKED
Plot Date: 01/18/2023 - 4:52pmDrawing name: U:\193805677\CAD\Dwg\Plansheets\193805677_C801.dwgXrefs:, 193805342_border, 193805677_borderTHE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS. DO NOT SCALE THEDRAWING - ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO STANTEC WITHOUT DELAY.THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STANTEC. REPRODUCTIONOR USE FOR ANY PURPOSE OTHER THAN THAT AUTHORIZED BY STANTEC IS FORBIDDEN.CITY OF NEW HOPE, MINNESOTA2023 INFRASTRUCTURE IMPROVEMENTS193805677CITY PROJECT NO. 1090PBR
CWM
ACA
KMS
DDBPROFESSIONAL ENGINEERMINNESOTA.DAN D. BOYUM23451733 Marquette Avenue Suite 1000Minneapolis MN 55402-2309www.stantec.com
S:\January 23, 2023 Council Meeting\12.1 Q ‐ Upcoming Events.docx
Request for Action
January 23, 2023
Approved by: Tim W. Hoyt, Acting City Manager
Originating Department: City Manager
By: Tim W. Hoyt, Acting City Manager
Agenda Title
Exchange of communication between members of the city council
Upcoming meetings and events:
Feb. 1 8:30 a.m. – Business Networking Group Meeting, Hosted by Sue Klaseus and Andrea
Mirenda of Heart of Dance at New Hope City Hall
1:30 p.m. – Joint Water Commission Meeting
Feb. 6 4 p.m. – Blue Line Coalition Meeting
7 p.m. – Human Rights Commission Meeting
Feb. 7 7 p.m. – Planning Commission Meeting
Feb. 8 6:30 p.m. – West Metro Fire‐Rescue District Board of Directors Meeting at Station #3,
4251 Xylon Avenue North
Feb. 9 12:30 p.m. – Shingle Creek Watershed Management Commission Meeting
1:30 p.m. – Corridor Management Committee Meeting
Feb. 13 7 p.m. – City Council Meeting
Agenda Section
Other Business
Item Number
12.1