HomeMy WebLinkAbout2021.02.01 CC Packet
Meeting will be held remotely pursuant to MN Statute Sec. 13D.021. Anyone who wishes to
speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the
meeting day by contacting City Clerk Michele Lindau at 651-762-6315.For more information
on the remote meeting and participation, go to https://www.ci.hugo.mn.us/participate.
ZOOM Meeting ID: 867 2267 3276
Passcode: 440628
A. CALL TO ORDER
B. ROLL CALL
C. PLEDGE OF ALLEGIANCE
D. APPROVAL OF MINUTES
1. January 4, 2021 City Council Meeting
2. January 19, 2021 Council Goal Setting Session
3. January 25, 2021 Commissioner Interviews
E. APPROVAL OF AGENDA
F. APPOINTMENTS/PRESENTATIONS
1. Update on COVID-19 City Response
2. Community Development Annual Report
G. CONSENT AGENDA
All matters listed under the Consent Agenda are considered to be routine by the City Council
and will be enacted by one motion and a roll call vote. If a member of the City Council or
the public wishes to discuss an item, that item will be removed from the Consent Agenda and
will be considered separately.
1. Approve Claims Roster
2. Approve Annual Performance Review for Public Works Worker Neal Nelson
3. Approve Advertisement for Public Works Summer Seasonal Workers
4. Approve Purchase of New Radios for the Hugo Fire Department
5. Approve Cindy Petty as Alternate Member of Planning Commission
6. Approve Cindy Petty as Member of the Board of Zoning and Appeals
7. Approve Mike Roberts and John Chrun as Members of the EDA and Neil Arcand as
Alternate Member
8. Approve Emily McGinnity as Member of Parks Commission and Meredith St. Pierre as
Alternate Member
Agenda
HUGO CITY COUNCIL MEETING
HUGO CITY HALL/REMOTE MEETING
MONDAY, FEBRUARY 1, 2021 – 7 P.M.
9. Approve Jason Arcand as Member of the Historical Commission
10. Approve Reduction in Cash Escrow for Hugo Gardens
H. PUBLIC HEARING
1. None Scheduled
I. UNFINISHED BUSINESS
1. Approve 2021 City Focus Goals and Ongoing Priorities
2. Approve Lions Park Pavilion and Park Design and Authorize Construction Documents
3. Approve Feasibility and Set Public Hearing for the 2021 Downtown Improvement
Project
4. CSAH 8 Water Reuse Update and Authorize Final Design
J. NEW BUSINESS
1. None Scheduled
K. VISITOR PRESENTATIONS
1. None Scheduled
L. COUNCIL PRESENTATIONS
1. Update on Yellow Ribbon Network
M. ADMINISTRATIVE PRESENTATIONS
1. Cancel Second Meeting in February Due to President’s Day Holiday
2. Approve 2021 Citywide Cleanup Dates for April 17 and October 2
N. ADJOURNMENT
BACKGROUND MEMO FOR THE CITY COUNCIL MEETING ON FEBRUARY 1, 2021
D.1 Approve Minutes for the January 4, 2021 City Council Meeting
D.2 Approve Minutes for the January 19, 2021 Council Goal Setting
D.3 Approve Minutes for the January 25, 2021 Commission Interviews
Staff recommends Council approve the above minutes as presented.
F.1 Update on COVID-19 City Response
City Administrator Bryan Bear will provide an update on the City’s response to the COVID-19
pandemic
F.2 Community Development Annual Report
Community Development Annual Assistant Emily Weber will present to Council the
Community Development Annual Report.
G. 1 Approve Claims Roster
Staff recommends Council approve the Claims Roster as presented.
G.2 Approve Annual Performance Review for Public Works Worker Neal Nelson
Neal Nelson was hired on January 3, 2017, as a Public Works Worker. Public Works Director
Scott Anderson recommends Council approve the Annual Performance Review for Neal Nelson.
G.3 Approve Advertisement for Public Works Summer Seasonal Workers
Staff is requesting authorization to advertise and hire a total of six (6) seasonal employees for the
public works department. In the 2021 General Fund Budget, Council approved the six seasonal
positions. Seasonal Public Works Employees assist with mowing, garbage/litter removal, park
maintenance, boulevard and general Public Works maintenance. A starting hourly wage of
$12.00/hour was approved in the 2021 General Fund Budget for these positions. These positions
will not exceed 40 hours per week. Staff recommends this request be placed on the February 1,
2021 Council agenda for City Council approval.
G.4 Approve Purchase of New Radios for the Hugo Fire Department
Included in the City’s 2021 budget is funding for the purchase of eight new portable radios for
the Fire Department. The new radios will replace eight model XTL2600 radios which will
become obsolete in 2021. The radios being purchased are eight Motorola APX6000 radios for a
total cost of $31,246. After this year seven mobile radios will need to be replaced in 2022 and
then all of the radios that the department has will be up to date. The cost of the new radios is as
expected and staff has budgeted appropriately for the replacement. Staff recommends that the
City Council authorize the purchase of eight portable Motorola APX6000 radios through the
State of Minnesota contract, from ANCOM.
G.5 Approve Cindy Petty as Alternate Member of Planning Commission
On January 25, 2021, Council interviewed nine residents to fill Commission vacancies. Cindy
has been selected to be an alternate member of the Planning Commission. Staff recommends
Council appoint Cindy Petty as a Planning Commission alternate for a three year term ending
12/31/2023
G.6 Approve Cindy Petty as Member of the Board of Zoning and Appeals
On January 25, 2021, Council interviewed nine residents to fill Commission vacancies. Cindy
Petty has been selected to serve on the Board of Zoning Appeals and Adjustments. Members of
BOZA are appointed annually. Staff recommends Council appoint Cindy Petty to the Board of
Zoning Appeals and Adjustments for a term ending on December 31, 2021.
G.7 Approve Mike Roberts and John Chrun as Members of the EDA and Neil Arcand as
Alternate Member
On January 25, 2021, Council interviewed nine residents to fill Commission vacancies. Mike
Roberts and John Chrun have been selected to serve on the Economic Development Authority,
and Neil Arcand has been selected as an alternate member. Staff recommends Council appoint
Mike Roberts to serve on the EDA with a term ending December 31, 2026, John Chrun to serve
on the EDA with a term ending December 31, 2024, and Neil Arcand to serve as an alternate
member on the EDA with a term ending December 31, 2023.
G.8 Approve Emily McGinnity as Member of Parks Commission and Meredith St. Pierre
as Alternate Member
On January 25, 2021, Council interviewed nine residents to fill Commission vacancies. Emily
McGinnity has been selected to serve as a member of the Parks Commission and Meredith St.
Pierre has been selected to serve as an alternate. Staff recommends Council appoint Emily
McGinnity as a Parks Commission Member with a term ending on December 31, 2023, and
Meredith St. Pierre as an Alternate Parks Commission Member with a term ending on December
31, 2023.
G.9 Approve Jason Arcand as Member of the Historical Commission
On January 25, 2021, Council interviewed nine residents to fill Commission vacancies. Jason
Arcand has been selected to serve as a member of the Historical Commission. Staff recommends
council appoint Jason Arcand as a Historical Commission Member with a term ending on
December 31, 2021.
G.10 Approve Reduction in Cash Escrow for Hugo Gardens
The Hugo Gardens Project has had grading and utility work completed to date and the Hugo
Garden Apartments, LLC. is requesting a reduction in the Cash Escrow. The current amount of
cash escrow for the Hugo Gardens Project is in the amount of $2,405,409. Staff has inspected the
work completed to date and recommends Council approve the reduction in cash escrow to
$2,160,007 based on the value of work remaining to be completed.
I.1 Approve 2021 City Focus Goals and Ongoing Priorities
The Council held a workshop on January 18, 2021 to set goals and ongoing priorities for 2021.
Staff has compiled the list and will review with Council. Staff recommends Council approve the
2021 City Focus Goals and Ongoing Priorities.
I.2 Approve Lions Park Pavilion and Park Design and Authorize Construction Documents
At the City Council meeting of October 5, 2020, proposals from WSB and Associates and HCM
Architects were approved to develop the design of Lions Park to 50%. A community workshop
was held on October 12, 2020. At the City Council meeting of October 19, 2020, three
stakeholder committees were formed to design the playground, pavilion, and overall park
site. These committees included residents, a Council representative, and Commission
representatives. The committees each met at least 3 times and developed designs for Lions
Park. Candace Amberg with WSB and Associates will present the overall site plan and
playground design. Matt Lysne and Liz Gutzman with HCM Architects will present the design
for the pavilion. Cost estimates will also be presented. At the meeting of January 20, 2020 the
Parks Commission recommended review and approval of the Lions Park pavilion and park
designs. Proposals have been received from WSB and HCM to draft construction documents
and construction administration. The Parks Commission recommends authorization to draft
construction documents.
I.3 Approve Feasibility and Set Public Hearing for the 2021 Downtown Improvement
Project
The 2021 Downtown Improvements consists of the extension of 147th Street from Finale
Avenue to Oneka Parkway, turn lanes on Oneka Parkway, reconstruction of 147th Street from
just west of TH 61 to Finale Avenue, Flay Avenue north of 147th Street, Upper 146th Street,
146th Street, Finley Avenue, and Fitzgerald Avenue. Staff has completed the feasibility study
which has been included in your council packets. Total project costs are estimated to be
$3,656,800 with funding coming from the Street Improvement Fund, State Aid, Sewer and Water
Funds. Staff is recommending Council receive the feasibility report and set the Public Hearing
for March 1, 2021.
I.4 CSAH 8 Water Reuse Update and Authorize Final Design
The City of Hugo is a leader in the State of Minnesota for water stewardship and
conservation. The City follows a “reduce, reuse, and replenish” philosophy, which includes
implementing irrigation and infiltration systems that reduce runoff, improve water quality, and
replenish groundwater. The CSAH 8 Stormwater Reuse System will reconnect irrigation systems,
serving 22 acres along CSAH 8, Lions Park, Keystone Place, Hugo Gardens, Lions Park, and City
Hall, resulting in improved surface water quality through phosphorus reduction, decreased
groundwater demand, and volume reduction. The CSAH 8 reuse system will pump water from the
stormwater pond located in the NE quadrant of CSAH 8 and Oneka Parkway to the existing and
future irrigation systems, conserving an estimated 14 million gallons of water annually. The
project cost is estimated to be approximately $729,000. The City has received funding totaling
$542,400 to date, with an additional $76,000 grant still pending. Staff recommends City Council
authorize the preparation of plans and specifications for the CSAH 8 Water Reuse Project.
L.1 Update on the Yellow Ribbon Network
Council Member Chuck Haas will report to Council on the Yellow Ribbon Network activities
held recently.
M.1 Cancel Second Meeting in February Due to President’s Day Holiday
Annually, the President’s Day Holiday falls on the same day as the second Council meeting in
February and would need to be rescheduled. Staff does not anticipate any items for that meeting
agenda and recommends Council cancel their meeting of February 15, 2021.
M.2 Approve 2021 Citywide Cleanup Dates for April 17 and October 2
Staff has worked with Washington County to secure the dates for the Spring and Fall Citywide
Cleanup. Staff recommends Council approve Saturday, April 17 and Saturday, October 2 for the
2021 Citywide Cleanup Days.
N. Adjournment
Meeting was held remotely pursuant to MN Statute Sec. 13D.021.
ZOOM Meeting ID: 897 6177 7807
Passcode: 408516
Oath of Office
On November 3, 2020, the City of Hugo held its municipal elections. Tom Weidt was reelected as
Mayor, Phil Klein as Council Member Ward 2, and Mike Miron as Council at Large. The Weidt,
Miron, and Klein recited the Oath of Office.
Call to Order
Mayor Weidt called the meeting to order at 7:05 p.m.
COUNCIL PRESENT REMOTELY: Haas, Klein, Miron, Petryk, Weidt
COUNCIL ABSENT: None
OTHERS PRESENT REMOTELY: City Attorney Dave Snyder, City Engineer Mark Erichson,
Finance Director Ron Otkin, Community Development Director Rachel Juba
PRESENT AT CITY HALL: City Administrator Bryan Bear, City Clerk Michele Lindau
Approval of Minutes for the December 21, 2020, City Council Meeting
Klein made motion, Petryk seconded, to approve the minutes for the City Council meeting held
on December 21, 2020, as presented.
Roll call vote – all ayes. Motion carried.
Approval of Agenda
Weidt made motion, Haas seconded, to approve the agenda as presented.
Roll call vote – all ayes. Motion carried.
Update on COVID-19 City Response and Approval of Hybrid Meeting Protocols
City Administrator Bryan Bear provided an update on the City’s response to the COVID
pandemic. The City continues to operate under the State of Emergency declared in mid-March
and the current Executive Order 20-103. He talked about the new state and federal grant program
and invited all businesses interested in the program to attend the next Hugo Business Association
meeting on January 12, 2021. Representatives from Washington County will be there to provide
information on how to receive the funding. City Hall remained open and all services were
available. Bear talked about the Family First Coronavirus Response Act that included 80 hours
paid emergency sick leave. This Act expired on December 31, 2020, and he noted that the
impacts would be on-going after that time. He referenced a consent agenda item that would
extend the paid emergency sick leave until a time the vaccine was available to staff.
Minutes
HUGO CITY COUNCIL MEETING
HUGO CITY HALL/REMOTE MEETING
MONDAY, JANUARY 4, 2021 – 7 P.M.
Hugo City Council Meeting Minutes for January 4, 2021
Page 2 of 8
Bear talked about hybrid meetings as allowed by the State of Emergency. Technology upgrades
had been complete and hybrid meetings could occur when Council felt it was appropriate to have
some people in the Council Chambers and some remote. At the last meeting of the Council, staff
was directed to prepare protocols for hybrid meeting. Bear reviewed the draft outline protocols
that included rules on social distancing and masks while in the Chambers. Those participating
via Zoom would be required to use the mute feature, and the chat feature would be disabled.
Protocols would be different in workshops.
Weidt made, Miron seconded, to approve the meeting protocols as drafted.
Roll call vote – all ayes. Motion carried.
Approval of Consent Agenda
Klein made motion, Petryk seconded, to approve the following consent agenda:
1. Approve Claims Roster
2. Approve Appointment of Becky Petryk as Acting Mayor
3. Approve Appointment of WSB and Associates as City Engineer
4. Approve Appointment of Landform as City Planner
5. Approve Appointment of Johnson & Turner as City Attorney
6. Approve Appointment of Baker Tilly as Financial Advisor
7. Approve Appointment of Fire Chief Jim Compton, Jr. as Emergency Management
Director
8. Approve Appointment of The Citizen as Official Newspaper
9. Approve Appointments to Hugo Firefighter Relief Association
10. Approve Appointment of Bronwen Kleissler as Chair of the Planning Commission and
Scott Arcand as Vice-Chair
11. Approve Appointment of Dave Strub as Chair and Cathy Moore-Arcand as Vice-Chair of
the Parks and Recreation Commission
12. Approve Appointment of Cynthia Schoonover as Chair of Historical Commission
13. Approve Appointment of Tom Weidt and Phil Klein as Council Representatives on the EDA
14. Approve Appointment of Mayor Tom Weidt and Planning Commissioner Scott Arcand
as Representatives on the Board of Zoning Appeals and Adjustments
15. Approve Appointment of Tom Weidt as Chair of the Board of Zoning Appeals and
Adjustments
16. Approve Resolution Designating Polling Places in Hugo
17. Approve Animal Control Service Contracts with Companion Animal Control and Otter
Lake Animal Hospital for 2021
18. Approve Reduction in the Letter of Credit for Oneka Place 4 Addition
19. Approve Resolutions Approving Preliminary Plat, Final Plat, CUP, Site Plan, Variance,
and Easement Vacation for the property located at 130th Street North and Fenway
Boulevard North
Hugo City Council Meeting Minutes for January 4, 2021
Page 3 of 8
20. Approve Resolution Approving Site Plan for Hugo Good Neighbors Food Shelf at
15106 Francesca Avenue North
21. Approve Resolution Approving Property Line Adjustment for 15121 Everton Avenue
North
22. Approve Extension of Emergency Paid Sick Leave Related to COVID-19
Roll call vote – all ayes. Motion carried.
Approve Claims Roster
Adoption of the Consent Agenda approved the Claims Roster as presented.
Approve Appointment of Becky Petryk as Acting Mayor
Each year, the Council appoints a member of the Council for the position of Acting Mayor.
Adoption of the Consent Agenda approved the appointment of Council Member Becky Petryk as
Acting Mayor for the year 2021.
Approve Appointment of WSB & Associates as City Engineer
WSB & Associates had been the City Engineer for the past 17 years with Mark Erichson
handling the day-to-day civil engineering duties. WSB & Associates had requested to continue
to provide this service to the City at a revised rate schedule. Adoption of the Consent Agenda
approved the appointment of WSB Engineers and Mark Erichson as the City Engineer for 2021.
Approve Appointment of Landform as City Planner
Kendra Lindahl from Landform had worked over the past 18 years as the City Planner. Landform
had requested to continue to provide this service to the City at a revised rate schedule. Adoption
of the Consent Agenda approved the appointment of Kendra Lindahl as the City Planner/Planning
Consultant for the year 2021.
Approve Appointment of Johnson & Turner as City Attorney
City Attorney Dave Snyder served the City with the law firm of Johnson & Turner for the past
six years. Johnson & Turner requested to continue to provide legal services to the City.
Adoption of the Consent Agenda approved the appointment of David K. Snyder and the Johnson
& Turner Law Firm as the City Attorney for the year 2021.
Approve Appointment of Baker Tilly as Financial Advisor
Financial advisors Paul Steinman, Mikaela Huot, and Nick Dragisich and the other members of
the Baker Tilly Virchow Krause, LLP (formerly Springsted, Inc.) team had served the City over
the years on a wide variety of projects. Adoption of the Consent Agenda approved Paul
Steinman, Mikaela Huot, and Nick Dragisich, from Baker Tilly Virchow Krause, LLP, as the
City’s financial advisors for the year 2021.
Hugo City Council Meeting Minutes for January 4, 2021
Page 4 of 8
Approve Appointment of Fire Chief Jim Compton, Jr. as Emergency Management
Director
Each year, Council appoints a member of the City staff to serve in the role of Emergency
Management Director. For the past decade, the Fire Chief had served in this position. Adoption
of the Consent Agenda approved the appointment of the Fire Chief Jim Compton, Jr. as the
City’s Emergency Management Director for 2021.
Approve Appointment of The Citizen as Official Newspaper
Each year, Council selects a newspaper as the official publication for all public notices and
publishing of ordinances. For the past 13 years, the City Council appointed The Citizen as the
City’s new official newspaper. The Citizen had requested to continue to provide this service at a
slightly increased rate. Adoption of the Consent Agenda approved The Citizen as the City’s
official newspaper for 2021.
Approve Appointments to Hugo Firefighter Relief Association
Minnesota State Statute required the official appointment of the ex-officio members of the Hugo
Fire Department Relief Association Board. Council needed to appoint two elected or appointed
members. Adoption of the Consent Agenda approved appointment of Mayor Tom Weidt, with
Councilmember Chuck Haas as his designee in his absence, and Finance Director Ron Otkin as
ex-officio members of the Hugo Fire Department Relief Association Board.
Approve Appointment of Bronwen Kleissler as Chair of the Planning Commission and
Scott Arcand as Vice-Chair
Annually, Council appoints a member of the Planning Commission to serve as the chair and
vice-chair. Bronwen Kleissler had been serving as the chair of the Planning Commission since
August, 2015, and Scott Arcand had served as vice-chair since February, 2018. Adoption of the
Consent Agenda approved the reappointment of Bronwen Kleissler as the chair of the Planning
Commission and Scott Arcand as vice-chair for 2021.
Approve Appointment of Dave Strub as Chair and Cathy Moore-Arcand as Vice-Chair of
the Parks and Recreation Commission
Annually, the City Council appoints members of the Parks Commission to serve as chair and
vice-chair. Dave Strub had served as chair of the Parks and Recreation Commission since
November, 2016, and Cathy Moore-Arcand had served as vice-chair since January 2017.
Adoption of the Consent Agenda approved reappointment of Dave Strub as chair and Cathy
Moore-Arcand as vice-chair for the Parks and Recreation Commission for 2021.
Approve Appointment of Cynthia Schoonover as Chair of Historical Commission
Annually, the City Council appoints a member of the Historical Commission to serve as the chair
of the Commission. Cynthia Schoonover had served as the chair since July, 2015. Adoption of
the Consent Agenda approved the reappointment of Cynthia as the chair of the Historical
Commission for 2021.
Hugo City Council Meeting Minutes for January 4, 2021
Page 5 of 8
Approve Appointment of Tom Weidt and Phil Klein as Council Representatives on the
EDA
Annually, Council appoints two representatives from the Hugo City Council to serve on the
Economic Development Authority (EDA). Adoption of the Consent Agenda approved
appointment of Mayor Weidt and Council Member Klein to continue to serve as the Council
Representatives on the EDA for 2021.
Approve Appointment of Mayor Tom Weidt and Planning Commissioner Scott Arcand as
Representatives on the Board of Zoning Appeals and Adjustments
Annually, the Hugo City Council appoints a member of the Planning Commission, City Council,
and a resident to serve on the Board of Zoning Appeals and Adjustments. Tom Weidt had
agreed to serve another year as the City Council Representative, and Scott Arcand had agreed to
serve another year as the Planning Commission representative. Adoption of the Consent Agenda
approved the reappointment of Tom Weidt as the City Council representative and Scott Arcand
as the Planning Commission representative to serve on the Board of Zoning Appeals and
Adjustments for another one-year term.
Approve Appointment of Tom Weidt as Chair of the Board of Zoning Adjustments
Annually, Council approves appointment of Chair of the Board of Zoning Appeals and
Adjustments. Adoption of the Consent Agenda approved reappointment of Board Member Tom
Weidt as Chair of the Board of Zoning Appeals and Adjustments.
Approve Resolution Designating Polling Places in Hugo
State Statute required that municipalities designate precinct polling places by resolution
annually. Though there was no foreseen elections for 2021, this was still a requirement.
Adoption of the Consent Agenda approved RESOLUTION 2021- 1 DESIGNATING PRECINCT
POLLING LOCATIONS FOR ELECTIONS IN THE CITY OF HUGO.
Approve Animal Control Service Contracts with Companion Animal Control and
Otter Lake Animal Hospital for 2021
Since July 2013, Companion Animal Control and Otter Lake Animal Hospital had been
providing animal control services to the City. Adoption of the Consent Agenda approved
continuation of the current contracts with Companion Animal Control and Otter Lake Animal
Hospital for 2021.
Approve Reduction in the Letter of Credit for Oneka Place 4 Addition
Oneka Place 4th Addition had substantial work completed to date and the developer, CPDC-Pratt-
Oakwood, LLC. had requested a reduction in the letter of credit. The current letter of credit was in
the amount of $1,743,680. Staff had inspected the work completed to date and found it satisfactory.
Adoption of the Consent Agenda approved the reduction in the letter of credit to $174,368.
Hugo City Council Meeting Minutes for January 4, 2021
Page 6 of 8
Approve Resolutions Approving Preliminary Plat, Final Plat, CUP, Site Plan, Variance,
and Easement Vacation for the property located at 130th Street North and Fenway
Boulevard North
Victor Land Holdings, LLC, (JL Schwieters) had requested approval of a preliminary plat, final
plat, CUP, and site plan for three one-story office/warehouse buildings totaling 38,800 square
feet. The three buildings would have a total of 14 office/manufacturing/warehouse units. The
applicant also requested a variance from the commercial and industrial construction standards to
allow the buildings to be built with architectural metal panels, where architecturally enhanced
concrete panel, architecturally enhanced masonry block, masonry with block, masonry with
exterior insulation and finish system (EIFS), brick, dressed stoned or glass are required by
ordinance. There were drainage and utility easements on the property that were not applicable to
the project and would be vacated with this project. New drainage and utility easements would be
placed over the required areas such as the stormwater management facilities. The Planning
Commissioners generally liked the plans and the overall design of the building, including the
architectural metal panel building material. They found the applications met all the requirements
necessary to approve the applications. The Planning Commission unanimously approved the
applications, subject to the conditions in the resolutions, with the revision to the site plan
resolution to remove the requirement to add brick, stone, or block (or like material) three feet in
height to the building. Adoption of the Consent Agenda approved RESOLUTION 2021-2
APPROVING A PRELIMINARY PLAT, FINAL PLAT, AND SITE PLAN FOR VICTOR
LAND HOLDINGS, LLC, FOR THREE OFFICE/MANUFACTURING/WAREOUSE
BUILDINGS ON THE PROPERTY LOCATED AT THE NORTHEAST CORNER OF 130TH
STREET NORTH AND FENWAY BOULEVARD NORTH, and RESOLUTION 2021-3
APPROVING A CONDITIONAL USE PERMIT FOR VICTOR LAND HOLDINGS, LLC, TO
ALLOW A CAMPUS DEVELOPMENT ON THE PROPERTIES LOCATED ON THE
NORTHEAST CORNER OF 130TH STREET NORTH AND FENWAY BOULEVARD
NORTH, and RESOLUTION 2021-4 APPROVING A VARIANCE FOR VICTOR LAND
HOLDINGS, LLC FOR THREE OFFICE/WAREHOUSE BUILDINGS ON THE PROPERTY
LOCATED NORTHEAST OF 130TH STREET NORTH AND FENWAY BOULEVARD
NORTH.
Approve Resolution Approving Site Plan for Hugo Good Neighbors Food Shelf at 15106
Francesca Avenue North
The applicant, nai Architects, Inc., had requested approval of a 400 square foot addition to an
existing building located at 15106 Francesca Avenue North. The owner and occupant of the site
is the Hugo Good Neighbors Food Shelf. The existing building on site was 1,455 square feet and
was approved in 2014. The Hugo Planning Commission discussed the request at their December
17, 2020 regularly scheduled meeting and generally thought the applicant did a good job at
incorporating the addition to the existing building and recommended approval of the site plan for
the Hugo Good Neighbors Food Shelf. Adoption of the Consent Agenda approved
RESOLUTION 2021-5 APPROVING A SITE PLAN FOR NAI ARCHITECTS INC. ON
BEHALF OF HUGO GOOD NEIGHBORS FOOD SHELF FOR CONSTRUCTION OF AN
ADDITION TO THE EXISTING BUILDING ON THE PROPERTY LOCATED AT 15106
FRANCESCA AVENUE NORTH.
Hugo City Council Meeting Minutes for January 4, 2021
Page 7 of 8
Approve Resolution Approving Property Line Adjustment for 15121 Everton Avenue
North
Paul and Linda Holman and Xcel Energy had requested approval of a property line adjustment
for properties located at 15121 Everton Avenue North. The applicants were proposing to have
the Xcel Energy property that dissects the parcel be adjusted to the north. Mr. Holman would
dedicate an easement to Xcel Energy in the same location. The applicants had agreed on the
easement location. Adoption of the Consent Agenda approved RESOLUTION 2021-6
APPROVING A PROPERTY LINE ADJUSTMENT FOR PAUL AND LINDA HOLMAN
AND XCEL ENERGY FOR THE PROPERTY LOCATED AT 15505 FOREST BOULEVARD
NORTH.
Extension of Emergency Paid Sick Leave Related to COVID-19
The Families First Coronavirus Response Act (FFCRA) went into effect on April 2, 2020 and
contained provisions which required employers to provide their employees with paid sick leave
for specified reasons related to COVID-19. The Act and related emergency paid sick leave was
to expire on December 31, 2020. The Act stated that employers must provide employees with up
to two weeks (80 hours, or a part-time employee’s two week equivalent) of paid sick leave based
on their regular rate of pay, paid at 100% if an employee has been advised by a health care
provider to self-quarantine related to COVID-19 or was experiencing COVID-19 symptoms and
were seeking a medical diagnosis. With the Act expiring on December 31, 2020, but with the
Coronavirus still impacting daily lives staff recommended the City Council extend emergency
paid sick leave and provide employees with up to 80 hours of paid sick leave for employees who
are experiencing COVID-19 symptoms or who need to quarantine because of COVID-19. The
paid sick leave extension would expire when employees have the option to receive the
Coronavirus vaccine. Adoption of the Consent Agenda approved extension of the paid sick
leave to Hugo employees under the act.
Approve Appointment of US Bank as Depository for City Funds
Each year, Council selects a depository/bank for the deposit of City funds. For many years,
Council had selected the local Hugo branch of US Bank. Haas removed this from the Consent
Agenda to talk about an email he received questioning whether the City should continue using
US Bank considering immense community support other financial intuitions have provided.
Haas made motion to table this item to the next meeting and get reports from staff on the
involvement of other local banks in the community and the difficulty for the City staff to switch
banks. Motion failed for lack of second.
Bear explained that appointments are made at the beginning of the year, but the Council could
change an appointment at any time. The staff could explore other banking options.
Miron made motion, Klein seconded, to approve U.S. Bank-Hugo as the official depository for
City funds for 2021.
Roll call vote – all ayes. Motion carried.
Hugo City Council Meeting Minutes for January 4, 2021
Page 8 of 8
Update on the Yellow Ribbon Network
Council Member Chuck Haas reported to Council on the Yellow Ribbon Network activities held
recently. He had pictures of the Lakeside Dentistry staff and the Change Starts With Me group
who were a few of the 30 secret Santa volunteers. There were volunteers that delivered the gifts,
including Mayor Weidt who said he appreciated the opportunity to do it. Haas showed a photo of
Barb Connolly being presented with the 133rd Airlift Wing Beyond the Yellow Ribbon Supporter
of the Year Award. There was a photo of soldiers in Kuwait who received care packages sent by
the Forest Lake Rotary High School students with notes of “thanks”. Pictures were taken at the
24th Welcome Home Pheasant Hunt. There were and over 30 field sponsors including the Hugo
Lions Cub.
Council Meeting Cancelled for Monday, January 18, 2021
The second Council meeting in the month of January falls on the Martin Luther King Holiday. City
Hall will be closed. City Administrator Bryan Bear recommended Council cancel their regular
meeting scheduled for that day.
Weidt made motion, Petryk seconded, to cancel the Monday, January 18, 2021, Council meeting.
Roll call vote – all ayes. Motion carried.
Council Goal Setting Session on Tuesday, January 19, 2021
City Administrator Bryan Bear reminded Council they had scheduled their annual goal setting
session for Tuesday, January 19, 2021, at 6:00 p.m.
Schedule Commission Interviews for Week of January 25-29, 2021
At its December 31, 2020, meeting, the Council discussed holding interviews for vacancies on
Hugo’s commissions and directed staff to advertise. Staff has done so and recommended Council
schedule interviews for the week of January 25-29, 2021. This would likely be a hybrid meeting.
Miron made motion, Klein to schedule commission interviews for Monday, January 25, 2021 at a
time to be determined dependent on how many candidates there were.
Roll call vote – all ayes. Motion carried.
Adjournment
Miron made motion, Klein seconded, to adjourn at 7:44 p.m.
Roll call vote – all ayes. Motion carried.
Respectfully Submitted,
Michele Lindau
City Clerk
Meeting was held remotely pursuant to MN Statute Sec. 13D.021.
ZOOM Meeting ID: 892 9322 7333
Passcode: 679522
Mayor Weidt called the meeting to order at 7:05 p.m.
COUNCIL PRESENT REMOTELY: Haas, Klein, Miron, Petryk, Weidt
COUNCIL ABSENT: None
OTHERS PRESENT REMOTELY: Finance Director Ron Otkin, Community Development
Director Rachel Juba, Finance Coordinator Anna Wobse, City Engineer Mark Erichson, Fire
Chief Jim Compton Jr., Assistant Fire Chief Dave Jensen, Building Official Joel Hoistad
PRESENT AT CITY HALL: City Administrator Bryan Bear, City Clerk Michele Lindau
City Administrator Bryan Bear began by stating that much of the work plan had been
predetermined. A big project for 2021 was the Lions Park project that should be under
construction in June. Committees were working on the pavilion and playground site amenities.
Budgeting was ongoing and bonding steps needed to be done. Related to the park was the
downtown street reconstruction project that included right-of-way and easement acquisitions.
Also taking place at the same time will be an apartment project adjacent west of the park and the
CSAH 8 water reuse project that will serve many sites in the park area. The City Hall parking lot
will be redeveloped. The playground equipment will be moved to Beaver Ponds Park and that
site will need to be prepared.
There was a purchase agreement for the Egg Lake property across from City Hall for
development. The new Public Works facility will be under construction throughout 2021. There
will be discussions on what will happen to the rest of Irish Avenue Park. Time will be spent on
the WBL lawsuit, and it is not anticipated it will be appealed so the original ruling provisions
would still be in effect, and that will hamper the City’s work on water conservation. He talked
about the work attached to the successful bond referendum in the White Bear Lake School
District that included a new elementary school, addition to Oneka Lake Elementary, conversion
of Hugo elementary to an early childcare center, and potentially the reuse of the existing Public
Works facility as the grounds maintenance facility for the school district. He talked about
technology improvements that included new AV equipment, transition to online permitting, and
the change to new radio read water meters. COVID19 had impacted the City’s day to day
operations, and some time had been spent on protest activities during the summer.
Weidt asked that staff include in goals discussion with Washington County Sheriff’s Department
on staffing. Bear stated the Sheriff will provide their annual report this spring.
Klein asked if there would be a negative impact with the White Bear Lake court order. Bear
replied it was counter intuitive, requiring the City to focus on formulas and creating plans the
City would not use. Efforts would be directed in an unproductive use of time, and it could result
in a lot of court time.
Minutes
HUGO CITY COUNCIL
GOAL SETTING SESSION
HUGO CITY HALL/REMOTE MEETING
TUESDAY, JANUARY 19, 2021 – 6 P.M.
Fire Chief Jim Compton Jr. addressed the Council on his goal to create a transition plan for the
Fire Department to have a full time chief and daytime administrative staff. Staffing levels were
down to 23 firefighters. He talked about hiring a third party company to do an operational study
at a cost of approximately $30,000. Centennial and Lake Elmo Fire Departments recently had
studies done, and there was discussion on reviewing those and possibly doing Hugo’s study in-
house. Assistant Fire Chief Dave Jensen briefly spoke about the companies that could
potentially do the study. Compton stated the studies already done had not provided any
unanticipated information. Council agreed to use the expertise of the City’s own Fire
Department and staff and do an in-house study.
Klein made motion, Petryk seconded, to adjourn at 6:42 p.m.
Roll call vote – all ayes. Motion carried.
Respectfully Submitted,
Michele Lindau
City Clerk
Meeting was held remotely pursuant to MN Statute Sec. 13D.021.
ZOOM Meeting ID: 841 7776 0882
Waiting room enabled
COUNCIL PRESENT REMOTELY: Haas, Petryk
COUNCIL PRESENT AT CITY HALL: Klein, Miron, Weidt
COUNCIL ABSENT: None
OTHERS PRESENT AT CITY HALL: City Administrator Bryan Bear
The Council held interviews to fill vacancies on all commissions. Those interviewed at City
Hall were: Andrew Schmid, Emily McGinnity, John Chrun, and Mike Roberts. Interviewed via
ZOOM were Neil Arcand, Tom Sinn, Jason Arcand, Cindy Petty, and Meredith St. Pierre.
Council will make official appointments at their next regular meeting on February 1, 2021.
The meeting adjourned at 9:15 p.m.
Respectfully Submitted,
Bryan J. Bear
City Administrator
Minutes
HUGO CITY COUNCIL
COMMISSION INTERVIEWS
HUGO CITY HALL/REMOTE MEETING
MONDAY, JANUARY 25, 2021 – 5:30 P.M.
City of Hugo Claims
February 1, 2021 G. 1
Vendor Invoice Amount Description Department
Allstream 17292970 103.66$ Fax Lines Administration
American Engineering Testing Inc 915820 4,366.00$ PW Facility Construction Testing Services Public Works
American Planning Association 126113-2113 517.00$ 2021 Membership Dues - Bryan Bear Administration
Ancom Communications 98834 1,960.00$ Pagers, Chargers & Maintenance Plans (2) Fire Dept
Aspen Mills 265205 64.99$ HFD Shirt Fire Dept
Aspen Mills 265335 245.35$ HFD Shirts, Name Tags, Embroidery, Etc Fire Dept
Aspen Mills 265670 579.50$ HFD T-Shirts Fire Dept
Aspen Mills 266292 259.70$ Officer Badges Fire Dept
AutoNation Inc 4197338 19.44$ Parts - Unit #104 Street Dept
Batteries Plus Bulbs #031 P35437787 28.95$ Batteries - Unit #116-18 Street Dept
Bound Tree Medical LLC 83894516 316.38$ Medical Supplies Fire Dept
Canteen Refreshment Services MSP21387 132.47$ Breakroom Supplies Public Works
CC Stitcheri 1/22/2021 3,430.00$ Safety Gear Public Works
Century Link 651 429-3212 70.56$ Fire Station Phone Lines Fire Dept
Century Link 651 426-8763 68.68$ 911 Emergency Line Administration
Century Link 651 653-1154 62.15$ SCADA Lines Water & Sewer
Cintas Corporation 5046533355 36.99$ First Aid Supplies Gen Gov't Bldgs
Cintas Corporation 5046533355 110.50$ First Aid Supplies Public Works
City of Roseville 229801 7,172.51$ January Computer Service Various
Clarey's Safety Equipment Inc 192443 92.23$ Repair & Calibration of Gas Monitor Fire Dept
Comcast 12/5/2020 2.25$ Business Internet (thru January 14) Fire Dept
Comcast 12/18/2020 154.67$ Business Internet (thru January 27) Fire Dept
Comcast 1/5/2021 2.25$ Business Internet (thru February 14) Fire Dept
Comcast 1/12/2021 10.48$ Business Cable (thru February 21) Administration
Comcast 114773280 496.66$ Business Internet (January) Administration
Comcast 114773280 496.66$ Business Internet (January) Public Works
Companion Animal Control LLC December 186.50$ Callout Fees & Mileage Animal Control
Core & Main LP N506212 1,986.44$ Hydrant Repair Parts Water Utility
Core & Main LP N516366 170.54$ Radio Meter Water Utility
Cornerstone Occupational Health Spec. MCCULL0001 85.00$ Personnel Testing Parks Dept
Cornerstone Occupational Health Spec. (HUGO)0000 75.00$ Annual Personnel Testing Fee Various
Custom Cap & Tire LLC 270032956 340.00$ Tires - Unit #310 Parks Dept
Custom Cap & Tire LLC 270033320 736.00$ Tires - Unit #113-16 Building Inspections
Custom Cap & Tire LLC 270033471 1,290.00$ Tires - Unit #104 Street Dept
Davids Hydro Vac Inc 37175 1,344.00$ Pumper Truck - Lift Station No. 2 Sewer Utility
De Lage Landen Financial Services Inc 70927270 295.80$ January Copier Lease Payment Administration
E.H. Renner & Sons Inc 6127 18,825.00$ Upgrades - Well No. 4 Water Utility
Eagle Engraving Inc 2020-5876 384.91$ Commendation Bars & Medals Fire Dept
Earl F. Andersen 140029 3,947.34$ Street Sign Plates Street Dept
Emergency Apparatus Maintenance Inc 115479 242.59$ Repairs - Unit #E1 Fire Dept
Ferguson Waterworks 468184 98.48$ Cut Resistant Gloves Public Works
Fire Safety USA Inc 141441 1,100.00$ Medical Grade Surgical Masks Fire Dept
Fire Safety USA Inc 141655 755.00$ Structural Fire Gloves Fire Dept
Forest Lake Napa December 3,072.11$ Auto Parts and Shop Supplies Various
Frattallone's Hardware Store 141333 13.74$ Hardware Public Works
Gary Carlson Equipment Co 119103-2 1,518.72$ Bypass Pump Rental - Lift Station No. 1 Sewer Utility
Gene's Disposal Service Inc 401524 1,127.79$ December Waste Hauling - PW Facility Public Works
Gene's Disposal Service Inc 401524 195.38$ December Waste Hauling - Fire Station Fire Dept
Gene's Disposal Service Inc 401524 91.91$ December Waste Hauling - City Hall Gen Gov't Bldgs
Goodin Company 02431363-00 41.52$ Pipe Fittings - Water Tower No. 4 Water Utility
Goodin Company 02431778-00 10.07$ Hardware Fire Dept
Gopher State One Call 120481 195.75$ December Service Charges Water & Sewer
Gopher State One Call 1000481 50.00$ 2021 Annual User Fee Water & Sewer
Grainger 9756116183 193.93$ Fuses - Lift Station No. 1 Sewer Utility
Grainger 9757461778 122.94$ Air Compressor Parts Fire Dept
Grainger 9766794896 46.56$ Pressure Gauge - Water Tower No. 4 Water Utility
Graphic Resources 69601 79.08$ Business Cards - Joel Hoistad Building Inspections
Greeder, Dave CLAIM 21.41$ Cell Phone Accessories (Amazon) Street Dept
Gregoire, Rick 2020 160.00$ Fitness Program Reimbursement Fire Dept
Hanco Corporation 555670 418.90$ Shop Supplies Public Works
HCM Architects 2066-3 6,120.00$ Lions Park Architect Services Special Parks Fund
Hisdahl Inc 17122 21.00$ Par Tags Fire Dept
Hisdahl Inc 17132 284.25$ HFD Sweatshirts & Embroidery Fire Dept
Hisdahl Inc 17137 350.00$ HFD Hats Fire Dept
Holiday Companies 113348005 13.95$ Propane Public Works
Holiday Companies 71616003 24.36$ Fuel Street Dept
Home Depot Credit Services 8512290 27.38$ Shop Tools Public Works
Home Depot Credit Services 1012504 25.68$ Shop Supplies Public Works
Hugo Equipment Company 158594 12.28$ Parts - Unit #319 Parks Dept
Page 1
City of Hugo Claims
February 1, 2021 G. 1
Vendor Invoice Amount Description Department
Hugo Equipment Company 163292 73.94$ Supplies - Unit #104 Street Dept
Hugo Equipment Company 163270 163.83$ Parts - Unit #460 Street Dept
Hugo Feed Mill 98474 29.99$ Shop Supplies Public Works
Innovative Office Solutions LLC IN3206778 380.97$ Toner Cartridges Building Inspections
Innovative Office Solutions LLC IN3206778 256.98$ Copy Paper Administration
Innovative Office Solutions LLC IN3206778 76.64$ Pens, Award Paper & Post-It Notes Administration
Innovative Office Solutions LLC IN3206848 92.63$ Paper Cutter, Scissors & Highlighters Public Works
Innovative Office Solutions LLC IN3216008 418.95$ Trash Cans Fire Dept
Innovative Office Solutions LLC IN3216008 51.98$ Wall Calendars Fire Dept
Innovative Office Solutions LLC IN3224491 45.99$ Restroom Supplies Fire Dept
Innovative Office Solutions LLC IN3224491 17.79$ Disinfecting Wipes Fire Dept
Innovative Office Solutions LLC IN3224491 6.69$ Drawer Organizer Fire Dept
Instrumental Research Inc 3108 100.00$ Water Bacteria Testing Water Utility
International Code Council Inc Registration 580.00$ 2021 Educational Institute Seminars - Joel Hoistad Building Inspections
Interstate Battery System of Minneapolis 110050385 583.39$ Batteries Public Works
Johnson/Turner December 4,829.00$ Prosecution Fees (Flat Fee) General Legal
Johnson/Turner December 294.95$ Disbursements (Prosecution Costs) General Legal
Johnson/Turner December 3,177.00$ Civil Legal Fees - See Attached Breakdown General Legal
Kath Fuel Oil Service Co. 12320094 4,719.71$ December Unleaded Gas & Diesel Purchases Various
Kriegshauser, Amy 2020 120.00$ Fitness Program Reimbursement Fire Dept
Laughlin's Pest Control 40634 85.00$ December Pest Control Service (CH) Gen Gov't Bldgs
MacQueen Emergency 16328 1,739.00$ SCBA Flow & Face Piece Tests Fire Dept
MacQueen Emergency 16679 3,709.87$ Structural Boots Fire Dept
Marco INV8309139 39.50$ January Copier Maintenance Building Inspections
Menards 54842 33.98$ Fire Department Supplies Fire Dept
Menards 54960 17.48$ Shop Tools Public Works
Menards 55213 680.97$ Shop Tools Public Works
Metering & Technology Solutions 18567 1,027.02$ Water Meters Water Utility
Metering & Technology Solutions 18619 2,094.86$ Water Meters & Hardware Water Utility
Metro Cities 744 5,680.00$ 2021 Membership Dues Administration
Minnesota Cleaning Services Inc 0121HH01 605.00$ December Cleaning Service Gen Gov't Bldgs
Minnesota Cleaning Services Inc 0121HH03 500.00$ December Cleaning Service Public Works
Minnesota Cleaning Services Inc 0121HH03 450.00$ December Cleaning Service Fire Dept
Minnesota Cleaning Services Inc 0121HH02 100.00$ December Cleaning Service - Hanifl Parks Dept
Minnesota Secretary of State Reappointment 120.00$ Notary Renewal - Michele Lindau City Clerk
Minnesota Trucking Association 200018786 100.00$ Vehicle Inspection Class - Dave Greeder Public Works
Minnesota Trucking Association 200018786 100.00$ Vehicle Inspection Class - Matt Klein Public Works
NAC Mechanical Corp 180181 3,674.66$ HVAC Repairs - FH Fire Dept
Nesco LLC - Truck Utilities C002624 590.83$ Parts - Unit #110 Parks Dept
Nesco LLC - Truck Utilities C002978 1,007.45$ Parts - Units #103 & #110 Parks Dept
Northern Door Company 68166 227.45$ Garage Door Repairs Fire Dept
Novaspect Inc CD99159853 895.00$ Motor Balancing - Well No. 4 Water Utility
Oertel Architects 20-01.8 7,310.50$ Public Works Facility Public Works
Oertel Architects 20-01.9 23,726.45$ Public Works Facility Public Works
Olson Power & Equipment, Inc. 81866 162.28$ Replacement Parts - Unit #343-20A Parks Dept
Olson Power & Equipment, Inc. 81873 28.32$ Hardware - Unit #343-20 Parks Dept
Olson's Sewer Service Inc 93945 2,362.50$ Pumper Truck - Lift Station No. 1 Sewer Utility
Olson's Sewer Service Inc 93948 729.00$ PW Facility Septic System Pumping Public Works
O'Reilly Auto Parts 5914-146749 393.08$ LED Lights - Unit #343-20 Parks Dept
Oxygen Service Company 3483559 13.02$ Welding Supplies Public Works
Oxygen Service Company 8404437 292.27$ Welding Supplies Public Works
Palmquist, Jason CLAIM 84.09$ Garage Door Internet Gateway (LiftMaster) Fire Dept
Performance Plus LLC 9135 840.00$ Influenza Vaccinations Fire Dept
Performance Plus LLC 9144 3,243.00$ Medical Evaluations, Audiometry & Mask Fittings (23) Fire Dept
Pioneer Press 12628181 393.00$ 26 Week Subscription Ordinances/Proceedings
Premier Lighting Inc 56811 288.25$ Light Bulbs - Public Works Public Works
Press Publications 689424 82.25$ Ordinance 2020-502 Ordinances/Proceedings
Press Publications 689429 23.50$ City Council Special Meeting Notice Ordinances/Proceedings
Press Publications 690427 30.25$ City Council Special Meeting Notice Ordinances/Proceedings
RDO Equipment Co P7200670 212.03$ Safety Gear (Tree Trimming) Street Dept
RDO Equipment Co P7200670 146.05$ Blades (Tree Trimming) Street Dept
Ricoh USA, Inc 104502762 123.18$ Copier Lease Payment Public Works
Ricoh USA, Inc 104502762 28.30$ Overage Charges Public Works
Safe-Fast Inc INV241178 153.90$ Safety Supplies Public Works
Sam's Club 71401 175.17$ Breakroom Supplies Public Works
Schwaab, Inc 5586287 40.25$ Notary Stamp - Debi Close Building Inspections
Sensible Land Use Coalition 645 15.00$ Meeting Registration - Rachel Juba Planning & Zoning
Snap-On Industrial ARV / 46449200 39.61$ Shop Tools Public Works
Snap-On Industrial ARV / 46479736 47.86$ Shop Tools Public Works
Page 2
City of Hugo Claims
February 1, 2021 G. 1
Vendor Invoice Amount Description Department
Target Solutions Learning INV19570 2,442.00$ TSP Premier Training Software System Fire Dept
T-Mobile 870254054 944.87$ Cellular Phone Charges Various
Toshiba Financial Services 5013133995 175.23$ January Copier Lease Payment Fire Dept
Toshiba Financial Services 5013133995 1.68$ Overage Charges (B & W) Fire Dept
Toshiba Financial Services 5013133995 6.48$ Overage Charges (Color) Fire Dept
Total Control Systems Inc 9546 430.60$ Tech Labor - Lift Station No. 9 Sewer Utility
Total Control Systems Inc 9546 2,631.39$ Tech Labor & Parts - Lift Station No. 6 Sewer Utility
Total Control Systems Inc 9546 318.60$ Tech Labor - Well No. 4 Water Utility
Total Control Systems Inc 9601 20,610.16$ Control Panel Upgrades - Lift Station No. 3 Sewer Utility
Tree Works 708975 190.00$ Super Rakes Public Works
Tri-State Bobcat E29996 2,500.00$ Chipper Rental (Tree Trimming) Street Dept
UniFirst Corporation 090 0594727 61.48$ Supplies & Floor Mat Services (FH) Fire Dept
UniFirst Corporation 090 0598692 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works
UniFirst Corporation 090 0600011 14.08$ Supplies & Floor Mat Services (CH) Gen Gov't Bldgs
UniFirst Corporation 090 0600012 29.52$ Supplies & Floor Mat Services (FH) Fire Dept
UniFirst Corporation 090 0600013 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works
UniFirst Corporation 090 0601346 135.30$ Uniform, Supplies & Floor Mat Services (PW) Public Works
UniFirst Corporation 090 0602677 173.34$ Uniform, Supplies & Floor Mat Services (PW) Public Works
Verizon Wireless 9869441119 40.02$ Cellular Phone Charges Fire Dept
Verizon Wireless 9870566783 1,135.18$ Cellular Phone Charges Various
Warning Lites of Minnesota 225229 355.75$ Sign Rental - Lift Station No. 1 Emergency Work Sewer Utility
Washington Conservation District 5072 675.00$ East Metro Watershed Membership Stormwater Fund
Washington County 183571 4,300.86$ 800 Radio User Fees - October thru December Fire Dept
Washington County 183836 175.00$ 2020 Citrix License Community Development
Washington County 184831 6,100.00$ 2021 Election Maintenance Fees Elections
Washington County Fire Chiefs Assoc 2021 50.00$ 2021 Membership Dues Fire Dept
Washington County Sheriff 184194 1,047.89$ 2021 Code Red Fee Fire Dept
Witmer Public Safety Group 2083067 15.97$ Helmet Decals Fire Dept
Witmer Public Safety Group 2083067.001 7.78$ Helmet Decals Fire Dept
WSB & Associates November 100,918.75$ Engineering Fees - See Attached Breakdown Various
Xcel Energy 51-0013009096-8 81.91$ Water Tower No. 4 Electric Water Utility
Xcel Energy 51-0013009096-8 653.43$ Water Tower No. 4 Electric Water Utility
Ziegler Inc SW200098977 1,091.94$ Repairs - Unit #340 Street Dept
294,967.76$ Total Claims for February 1, 2021
Page 3
14669 Fitzgerald Avenue North, Hugo, MN 55038 • (651) 762-6300 • www.ci.hugo.mn.us
TO: Honorable Mayor Tom Weidt and Members of the City Council
FROM: Assistant Fire Chief David Jensen
SUBJECT: Approve Purchase of New Radios for the Hugo Fire Department
DATE: For the City Council Meeting of February 1, 2021
DESIRED COUNCIL ACTION
Adoption of Consent Agenda Including Authorization for Purchase of New Radios for the Hugo Fire Department
BACKGROUND
Included in the City’s 2021 budget is funding for the purchase of eight new portable radios for the Fire Department.
The new radios will replace eight model XTL2600 radios which will become obsolete in 2021.
The new radios being purchased are eight Motorola APX6000 radios for a total cost of $31,246. After this year seven
mobile radios will need to be replaced in 2022 and then all of the radios that the department has will be up to date.
The cost of the new radios is as expected and staff has budgeted appropriately for the replacement.
RECOMMENDATION
Staff recommends that the City Council authorize the purchase of eight portable Motorola APX6000 radios through the
State of Minnesota contract, from ANCOM.
ATTACHMENTS
Price quote from ANCOM
Billing Address:
HUGO FIRE DEPT, CITY OF
5323 140TH ST N
HUGO, MN 55038
US
Shipping Address:
HUGO CITY HALLI
14669 FITZGERALD AVE N
HUGO, MN 55038
US
Quote Date:01/13/2021
Expiration Date:04/13/2021
Quote Created By:
Dean Daninger
dean.daninger@ancom.org
End Customer:
HUGO FIRE DEPT, CITY OF
Chief David Jensen
DJensen@ci.hugo.mn.us
651.762.6300
Line #
Item Number
Description
Qty
List Price
Sale Price
Ext. Sale Price
APX™ 6000 Series
APX6000
1
H98UCF9PW6BN
APX6000 700/800 MODEL 2.5
PORTABLE
8
$3,026.00
$1,853.50
$14,828.00
1a
Q667BB
ADD: ADP ONLY (NON-P25
CAP COMPLIANT) (US ONLY)
8
$0.00
$0.00
$0.00
1b
Q361AR
ADD: P25 9600 BAUD
TRUNKING
8
$300.00
$225.00
$1,800.00
1c
H38BT
ADD: SMARTZONE
OPERATION
8
$1,200.00
$900.00
$7,200.00
1d
Q58AL
ADD: 3Y ESSENTIAL
SERVICE
8
$115.00
$115.00
$920.00
1e
Q806BM
ADD: ASTRO DIGITAL CAI
OPERATION
8
$515.00
$386.25
$3,090.00
1f
QA09008AA
ADD: GROUP SERVICES
8
$150.00
$112.50
$900.00
1g
QA07577AA
ALT: BATT IMPRES 2 LIION
TIA4950 IP68 3100T STD
8
$135.00
$101.25
$810.00
2
NNTN8860A
CHARGER, SINGLE-UNIT,
IMPRES 2, 3A, 115VAC,
US/NA
8
$165.00
$112.50
$900.00
QUOTE-1399145APX6000 2021
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying
Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then
Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Page 1
Line #
Item Number
Description
Qty
List Price
Sale Price
Ext. Sale Price
3
PMMN4069AL
MICROPHONE,IMPRES RSM,
3.5MM JACK, IP55
8
$133.00
$99.75
$798.00
Grand Total
$31,246.00(USD)
Notes:
●
PLEASE BE ADVISED: Motorola Solutions is moving towards being more environmentally green and
emailing invoices. You may receive an email invoice instead of a mailed invoice, depending on the purchase. In
addition, the invoice may have a new address for submitting payments. If you have any questions or would like
to change where your electronic invoices will be delivered, please contact your credit analyst or dial
800-422-4210.
QUOTE-1399145APX6000 2021
Any sales transaction following Motorola's quote is based on and subject to the terms and conditions of the valid and executed written contract between Customer and Motorola (the ""Underlying
Agreement"") that authorizes Customer to purchase equipment and/or services or license software (collectively ""Products""). If no Underlying Agreement exists between Motorola and Customer, then
Motorola's Standard Terms of Use and Motorola's Standard Terms and Conditions of Sales and Supply shall govern the purchase of the Products.
Page 2
2021 City Council Focus Goals
•Complete CSAH 8 Water Reuse Project and surrounding area reuse projects
•Address impacts of the White Bear Lake Lawsuit Court Order
•Continuing Promote conservation practices through education and incentives
•Be a leader in regional activities related to water resource management
•Strive for city‐wide self‐reliance on water
Conservation
Efforts
•Begin development of the Egg Lake property on Hwy 61
•Contiue working with on programs to encourage new businesses and expansions
•Strengthen partnerships with Washington County, HBA, and marketing entities
•Seek infrastructure improvements to promote economic development
•Assist businesses in overcoming impacts of COVID‐19
Economic
Development
•Update shoreland, subdivision, and PUD sections of the code
•Construct north City entrance sign
•Collarborate with school districts on facility needs
•Discuss area planning on 170th Street and Highway 61
Community
Development
•Construction of new Public Works facility
•Reconstruct streets in the downtown area and extend 147th Street
•Complete ongoing maintenance activities on JD2 and JD3.
•Complete construction of south water tower and determine fate of old tower
•Continue discussion on Hwy 61 expansion with MnDOT and Wash. Co.
Infrastructure
•Begin construction of new Lions Park and relocation of playground equipment
•Assist in coordination of other actvities related to the Lions Park improvemens
•Begin planning for Irish Avenue Park
•Complete Adelaide Landing park
Parks Projects
•Explore full time fire chief position and daytime staffing ideas
•Conduct regular evaluations of emergency services
•Target recruitment efforts toward daytime firefighters
•Evaluate staffing needs of the Washington County Sheriff's Department
Public Safety
•Continue document imaging of City files
•Consider restoration possibilities of the Hopkins Schoolhouse
•Improve technology and communication methods
•Revamp City website
•Manage the Covid‐19 pandemic
Administration
2021 Ongoing Priorities
•Continue to provide training and education opportunities
•Continue firefighter recruitment and retention
•Continue internship program
•Recruit qualified citizens for commissions
•Provide adequate resources and technology
•Monitor development activity and adjust staffing levels
Maintain Quality
Staff
•Hold joint workshops with each Commission/Board
•Continue training new Commissioners and Council Members
•Continue to promote leadership within the Commissions/Boards
Work
Collaboratively
with
Commissioners
•Develop long‐term strategies for industrial development
•Proceed with street reconstruction program
•Share services with neighboring communities
•Manage growth responsibly
Build a Diverse
and Stable Tax
Base
•Provide transparency by keeping up‐to‐date postings in newsletters,
website, and cable bulletin board
•Maintain relationships with HBA, Senior's Club, Lions Club, American
Legion, Food Shelf, YRN, recreational and other civic organizations
•Continue annual citywide bus tour
•Expand social networking where possible
•Continue open meetings with residents
Continue
Community
Outreach Efforts
•Keep apprised of legislative issues that impact budgeting
•Remain involved in LMC and Metro Cities activities
•Work with Greater MSP and other regional entities
Maintain
Legislative
Relationships
•Continue discussions with school districts, counties, watershed districts,
neighboring municipalities and other local and state agencies on regional
issues
•Review police protection services annually
Build and
Maintain
Regional
Partnerships
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000 Scale in Feet
160’0’80’40’20’
Overall Site Plan
147TH ST N
FITZGERALD AVEUPPER 146TH STFINALE AVE NPARALLEL PARKING(APPROX 9 STALLS)
10’ BITUMINOUS TRAIL
OPEN LAWN AREA
6.5’ CONCRETE WALK/TRAIL LOOP
OPEN LAWN AREA
PARKING AREA(APPROX. 57 STALLS)
COURT AREA (SEE ENLARGEMENT)
MONUMENT WALL WITH OPTIONAL SIGN/ SEATING AREA
STORAGE BUILDING
PARALLEL PARKING (APPROX. 10 STALLS)
PARALLEL PARKING (APPROX. 7 STALLS)
PROPOSED ROAD ALIGNMENT
REGIONAL TRAIL CONNECTION
PARKING AREA(APPROX. 77 STALLS)PROPOSED PARK BUILDING(SEE ENLARGEMENT)
PARKING AREA (APPROX. 33 STALLS)
PLAYGROUND AREA(SEE ENLARGEMENT)
MONUMENT SIGN
BERM/SCREENING
MEMORIAL AREA
INFORMAL BALLFIELD
SKATE AREA
EXISTING CITY HALL
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000
Northwest Park Focal Point
SCALE IN FEET
0 40 80
ART SCULPTURE
LIMESTONE WALL WITH PARK IDENTITY SIGN
BENCH SEATING
BENCH SEATING
PLANTING AREA
PLANTING AREA
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000
Pavilion Enlargement Plan
Scale in Feet
80’0’40’20’10’
PLAZA AREA
FUTURE PLAZA FOUNTAIN
PLAZA/GATHERING AREA
BENCH SEATING
PICNIC SHELTER
HIGH TOP BAR
BENCH SEATING (TYP.)
LIMESTONE BLOCK SEATING (TYP.)
HOLIDAY TREE
PLANTING AREA (TYP.)
PLANTER BOX & BENCH SEATING PLANTER BOX & BENCH SEATING
CONCRETE WALK/TRAIL LOOP CONNECTION
PLANTING AREA (TYP.)
ORNAMENTAL FENCE
BENCH SWING SEATING
LAWN AREA
LAWN AREA
LAWN AREA
HIGH TOP BAR
FIRE TABLE SEATING
LINEAR PLANTING DESIGN
DECORATIVE PAVEMENT
PROPOSED PARK BUILDING
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000
Courtyard Seating Section
SCALE IN FEET
0 10 20
BENCH SWING SEATING
BENCH SEATING
CONCRETE WALK(WIDTH VARIES)
PICNIC TABLE
6’ CONCRETE WALK
PLANTER BOX, BENCH SEATING & FIRE TABLE
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000 Scale in Feet
80’0’40’20’10’
Court Enlargement Plan
TENNIS COURT (SINGLE)
FITNESS AREA
ORNAMENTAL FENCE GATEWAY/ENTRY
SEATING AREA (TYP.)
PLAZA AREA/SEATING
OPEN LAWN AREA
OPEN LAWN AREA
SKATE AREA
GATEWAY/SEATING
PICKLEBALL COURT (DOUBLE)
6.5’ CONCRETE WALK
10’ BITUMINOUS TRAIL
PARKING AREA(APPROX 57 STALLS)
BASKETBALL (HALF COURT)
SEATING AREA
PLANTING AREA (TYP.)
BERM/SCREENING
SEATING AREA
147TH ST N
FITNESS/CHALLENGE
EQUIPMENT
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000
Court Entry Gateway
12’ GATEWAY/ENTRY WITH6.5’ CONCRETE WALK
6’ HIGH COLUMN
5’ HIGH COLUMN
TENNIS COURT PICKLEBALL COURT
4’ HIGH X 8’ WIDE FENCE PANEL
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000
Playground Enlargement Plan
Scale in Feet
60’0’30’15’7.5’
CONCRETE WALK
SEATING AREA (TYP.)
GATEWAY/ENTRY
SEATING AREA (TYP.)
SEATING AREA (TYP.)
ZIP LINE
QUIET/OBSERVATION
RUBBER (POURED IN PLACE) SURFACE PLAY
SAND PLAY
GATEWAY/ENTRY
SCREENING
SENSORY OR INDEPENDENT ITEM
SCREENING
SWINGS
MONUMENT SIGN
ORNAMENTAL FENCE
MUSIC/SENSORY PLAY
LARGE PLAY STRUCTURE ACROSS UPPER AND LOWER LEVEL
MAINTENANCE ENTRY
TURF OR ARTIFICIAL TURF PLAY SURFACE(IN SELECT AREAS)
EMBANKMENT ACTIVITIES
FUTURE PLAY ELEMENTS (CIRCUIT DESIGN WITH BALANCE BEAMS, CHALLENGE STEPS, ETC.)
PLANTING AREAS (TYP.)
F
I
N
A
L
E
A
V
E
N
+5’
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000
Monument Sign
6’ HIGH COLUMN
12’ WIDE MONUMENT SIGN
5’ HIGH COLUMN
4’ HIGH X 8’ WIDE FENCE PANEL
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000
Playground Entry Gateway
12’ GATEWAY/ENTRY WITH6’ CONCRETE WALK
6’ HIGH COLUMN
5’ HIGH COLUMN
4’ HIGH X 8’ WIDE FENCE PANEL
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000
Playground Section A1
SCALE IN FEET
0 20 40
A2
A1
RUBBER (POURED IN PLACE) PLAY SURFACE/
EMBANKMENTORNAMENTAL FENCE
6’ CONCRETE WALK
6.5’ CONCRETE WALKFINALE AVE N
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000
Playground Section A2
SCALE IN FEET
0 20 40
A2
A1
RUBBER (POURED IN PLACE) PLAY SURFACE
6’ CONCRETE WALK
BENCH SEATING
ORNAMENTAL FENCE
6’ CONCRETE WALK 6.5’ CONCRETE WALK
ARTIFICIAL TURF PLAY SURFACE
Lions Park Feasibility
City of Hugo, Minnesota
January 27, 2021 | WSB# 016969-000
No. Item Description Est. Qty. Unit Unit Price Total
General Park Construction
1 Mobilization (5%) 1 LS $175,000 $175,000
2 Earthwork 1 LS $130,000 $130,000
3 Dewatering & cap well 1 LS $8,000 $8,000
4 Removals: building demo (assumes no hazardous materials) 1 LS $60,000 $60,000
5 Removals: tree clearing & grubbing 1 LS $16,000 $16,000
6 Removals: pavements, misc amenities 1 LS $70,000 $70,000
SUBTOTAL:$459,000
Utilities
7 Electrical Service (budget) 1 LS $50,000 $50,000
8 Estimated Street Lights 24 EA $6,500 $156,000
9 Water Service (estimated budget) 1 LS $32,000 $32,000
10 Irrigation 1 LS $150,000 $150,000
11 Sanitary Service (estimated budget) 1 LS $8,000 $8,000
12 Gas Service (TBD)1LS $0
SUBTOTAL:$396,000
Site Development
13 Bituminous Trail 2,000 SY $35 $70,000
14 Concrete Pavement ‐ Standard 40,000 SF $8 $320,000
15 Concrete Pavement ‐ Colored 600 SF $16 $9,600
16 Concrete Ped Ramps 15 EA $2,500 $37,500
17 Concrete Skate Park 10,000 SF $20 $200,000
18 Backstop 1 EA $15,000 $15,000
19 Park Monument Signs ‐ Large 2 EA $25,000 $50,000
20 Park Monument Signs (2‐large; 2‐small) 2 EA $10,000 $20,000
21 Amenities (benches, receptacles, planters, etc.) 1 LS $70,000 $70,000
SUBTOTAL:$792,100
Pavilion Plaza Spaces (does not include the building interior)
22 4" Concrete Pavement ‐ Standard 1,000 SF $8 $8,000
23 4" Concrete Pavement ‐ Colored 560 SF $16 $8,960
24 6" Concrete Pavement ‐ Standard 8,000 SF $10 $80,000
25 6" Concrete Pavement ‐ Colored 1,200 SF $20 $24,000
26 Fire Pit (Budget) 1 LS $50,000 $50,000
27 Amenities (benches, receptacles, planters, etc.) 1 LS $185,000 $185,000
28 Landscaping 1 LS $40,000 $40,000
29 Pedestrian Lights 25 EA $4,000 $100,000
SUBTOTAL:$495,960
ESTIMATE OF PROBABLE COSTS ‐ LIONS PHASE ONE
S:\Parks\Parks\Lions Park\2020 Program Development\CC Meeting 2‐1‐21\Copy of 016969_Estimate_2021‐0120 Page 1 of 2
Inclusive Playground
30 Inclusive Playground Equipment (budget) 1 LS $250,000 $250,000
31 Playground Surfacing 13,500 SF $28 $378,000
32 Sand Surfacing 23 CY $50 $1,150
33 Playground Curb 450 LF $25 $11,250
34 Central Walkway 5,000 SF $8 $40,000
35 Perimeter Walkway (potential alternate) 4,500 SF $8 $36,000
36 Amenities (benches, receptacles, etc.) 1 LS $50,000 $50,000
37 Shade / Umbrella Structures 5 EA $10,000 $50,000
38 Monument Piers ‐ Large 6 EA $6,000 $36,000
39 Monument Piers ‐ Small 15 EA $4,000 $60,000
40 Ornamental Fencing 940 LF $200 $188,000
41 Landscaping 1 LS $34,000 $34,000
SUBTOTAL:$1,134,400
City Hall Parking Lot
42 Bituminous Pavement 3,500 SY $28 $98,000
43 Curb & Gutter 1,600 LF $25 $40,000
44 Stormwater 1 LS $25,000 $25,000
45 Striping & Signage 1 LS $8,000 $8,000
SUBTOTAL:$171,000
Site Landscape & Restoration
42 Landscaping 1 LS $85,000 $85,000
43 Erosion Control 1 LS $16,000 $16,000
44 Seeding 1 LS $40,000 $40,000
SUBTOTAL:$141,000
$3,589,460
$358,946
$287,157
$4,235,563
No. Item Description Est. Qty. Unit Unit Price Total
A1 Sports Court Area Development 1 LS $278,000 $278,000
A2 Parking Lot (NW Corner) 1 LS $144,500 $144,500
Parking Lot (NW Corner) Lights 9 EA $6,500 $58,500
A3 Pedestrian Park Lighting 50 EA $4,000 $200,000
SUBTOTAL:$681,000
$681,000
$68,100
$54,480
$803,580
NOTE: The streets improvements and pavilion structure are not included in this estimate.
Recommended Contingency (10%)
Estimated Professional Design, Engineering & Permit Fees (8%)
ESTIMATED PROJECT TOTAL:
ESTIMATE SUBTOTAL:
ESTIMATE OF PROBABLE COSTS ‐ ALTERNATE WORK
ESTIMATE SUBTOTAL:
Recommended Contingency (10%)
ESTIMATED PROJECT TOTAL:
Estimated Professional Design, Engineering & Permit Fees (8%)
S:\Parks\Parks\Lions Park\2020 Program Development\CC Meeting 2‐1‐21\Copy of 016969_Estimate_2021‐0120 Page 2 of 2
PROJECT LOCATION
EARTH
GRAVEL/COMPACTED FILL
CONCRETE
STEEL
ALUMINUM
CMU
MASONRY
TILE
MARBLE / SOLID SURFACE
GLASS
FINISH MILLWORK
WOOD BLOCKING
BATT/LOOSE INSULATION
RIGID INSULATION
GYPSUM WALL BOARD
MATERIALS LEGEND
PLYWOOD
PARTICLE BOARDSPRAY FOAM INSULATION
1i1
1
A101
SIM
Room name
101
NORTH
101
Room name
150 SF
EXTERIOR WALL TAG ELEVATION MARKER
DOOR TAG
REVISION TAG
EXTERIOR ELEVATION KEYNOTE FLOOR PLAN KEYNOTE
CEILING PLAN KEYNOTE
INTERIOR ELEVATION KEYNOTE
BUILDING SECTION WALL SECTION
1
A101
SIM
DETAIL SECTION
X
A101
SIM X
A101
SIM
CALLOUT
INTERIOR ELEVATION MARKEREXTERIOR ELEVATION MARKER A101
1A101
1
DEMO KEYNOTE
STONEMORTAR/GROUT
1i
1 INTERIOR PARTITION TAG
ANNOTATION LEGEND
1
1 1
1
1
BUILING SECTION KEYNOTE FURNITURE & EQUIPMENT KEYNOTE11
SHEET INDEX - ARCHITECTURAL
SHEET NUMBER SHEET NAME
a0.0 TITLE SHEET & DRAWING INDEX
a1.0 ARCHITECTURAL SITE PLAN
a2.1 CONSTRUCTION FLOOR PLAN
a2.1ffe FURNITURE, EQUIPMENT, AND FINISHES FLOOR PLAN
a2.2 ROOF PLAN
a3.0 EXTERIOR ELEVATIONS
a4.0 BUILDING SECTIONS
a9.1 REFLECTED CEILING PLANS
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
I hereby certify that this drawing was prepared by
me or under my direct supervision and that I am a
duly registered architect under the laws of the
State of Minnesota.
Title: XXXX
Registration Number: XXXX
Date: XXXX
By:
Title: XXXX
a r c h i t e c t s
4201 cedar avenue so. -minneapolis, MN 55407
tel. (612) 904-1332 -fax (612) 904-7366
Hagen, Christensen & McIlwain
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
N O T F O R C O N S T R U C T IO N
178 E 9TH STREET
SUITE 200
SAINT PAUL, MN 55101
6120 EARLE BROWN DRIVE
SUITE 700
MINNEAPOLIS, MN 55430
7705 BUSH LAKE ROAD
EDINA, MN 55439
1/14/2021 3:47:24 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK _ CENTRAL MODEL _2019_HCMarch.rvta0.0
5524 UPPER 146TH STREET N
HUGO, MN 55038
LIONS PARK CIVIC
PAVILION
TITLE SHEET &
DRAWING INDEX
JANUARY 15, 2020
LIONS PARK CIVIC PAVILION
5524 UPPER 146TH STREET N
HUGO, MN 55038
DESIGN DEVELOPMENT DRAWING SET
ABBREVIATIONS INDEX
ABBREVIATION COMPONENT
J
JAN JANITOR
L
LAV LAVATORY
LF LINEAR FEET
LVL LEVEL
M
M.O. MASONRY OPENING
MAINT MAINTENANCE
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MTL METAL
N
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O
OC ON CENTER
OPNG OPENING
P
PART PARTITION
PERP PERPENDICULAR
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PLYWD PLYWOOD
PREFIN PREFINISHED
PROJ PROJECTION / PROJECTOR
Q
QT QUARRY TILE
R
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REC RECOMMENDATION / RECORD
REF REFERENCE
REINF REINFORCED
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
S
SCH SCHEDULE
SIM SIMILAR
SPEC SPECIFICATIONS
ST STL STAINLESS STEEL
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
T
TOPO TOPOGRAPHY
TOS TOP OF STEEL
TOW TOP OF WALL
TWF THRU WALL FLASHING
TYP TYPICAL
U
UG UNDERGROUND
UH UNIT HEATER
V
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VFY VERIFY
VIF VERIFY IN FIELD
VWC VINYL WALL COVERING
W
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WDW WINDOW
Y
YD YARD
ABBREVIATIONS INDEX
ABBREVIATION COMPONENT
A
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES ACT
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
AHJ AUTHORITY HAVING JURISDICTION
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATELY
ARCH ARCHITECT / ARCHITECTURAL
AVG AVERAGE
B
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BRG BEARING
C
C/C CENTER TO CENTER
CAB CABINET
CFMF COLD FORMED METAL FRAMING
CG CORNER GUARD
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CORR CORRIDOR
CPT CARPET
CT CERAMIC TILE
CTR CENTER
CUH CABINET UNIT HEATER
D
DBL DOUBLE
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DN DOWN
DR DOOR
DS DOWNSPOUT
DWG DRAWING
E
EIFS EXTERIOR INSULATION & FINISH
SYSTEM
EJ EXPANSION JOINT
ELEC ELECTRICAL
ELEV ELEVATION
EQ EQUAL
EQUIP EQUIPMENT
EXIST EXISTING
EXT EXTERIOR
F
F/T FIRE TREATED
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FIN FINISH
FIX FIXTURE
FLR FLOOR
FT FEET
G
GALV GALVANIZED
GYP GYPSUM
H
HB HOSE BIBB
HD HAND DRYER
HDW HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HVAC HEATING, VENTILATING AND AIR
CONDITIONING
I
INSUL INSULATION
INT INTERIOR
NORTH
SITE LOCATION MAP
NTS
SITE LOCATION MAP
NTS
NORTH
REVISION DATE DESCRIPTION
1
TYP
2
TYP
1
1
2
3
TYP
4
TYP
4
TYP
4
TYP
4
5
5
5
6
TYP
7
TYP
7
TYP
7
TYP
7
TYP
7
TYP
8
TYP
8 9
TYP
9
10
10
TYP
11
TYP
7
TYP
11
TYP
11
TYP
11
TYP
12
TYP
12
2
TYP
4
TYP
2
TYP
4
1
TYP
2
TYP
2
TYP
4
TYP
13
TYP
2
TYP
11
1
TYP
2
TYP
2
TYP
14
TYP
7
TYP
7
TYP
4
TYP
2
99
2
10
TYP
7
TYP
7
TYP
2
TYP
4
TYP
4
TYP
4
TYP
2
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
I hereby certify that this drawing was prepared by
me or under my direct supervision and that I am a
duly registered architect under the laws of the
State of Minnesota.
Title: XXXX
Registration Number: XXXX
Date: XXXX
By:
Title: XXXX
a r c h i t e c t s
4201 cedar avenue so. -minneapolis, MN 55407
tel. (612) 904-1332 -fax (612) 904-7366
Hagen, Christensen & McIlwain
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
N O T F O R C O N S T R U C T IO N
178 E 9TH STREET
SUITE 200
SAINT PAUL, MN 55101
6120 EARLE BROWN DRIVE
SUITE 700
MINNEAPOLIS, MN 55430
7705 BUSH LAKE ROAD
EDINA, MN 55439
1/14/2021 3:47:26 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK _ CENTRAL MODEL _2019_HCMarch.rvta1.0
5524 UPPER 146TH STREET N
HUGO, MN 55038
LIONS PARK CIVIC
PAVILION
ARCHITECTURAL SITE
PLAN
3/64" = 1'-0"a1.0
1 SITE PLAN
NORTH
KEYNOTES - SITE PLAN
Keynote
Number Keynote Description
1 LOW LIMESTONE GARDEN WALL
2 BENCH SEATING - REFER TO CIVIL DRAWINGS
3 FIRE PIT - REFER TO CIVIL DRAWINGS
4 LANDSCAPING - REFER TO CIVIL DRAWINGS
5 CONCRETE STOOP
6 COLORED CONCRETE PATIO
7 CONCRETE SIDEWALK
8 ASPHALT PARKING LOT - REFER TO CIVIL DRAWINGS
9 HANDICAP ACCESSIBLE PARKING ADJACENT TO BUILDING - REFER TO CIVIL DRAWINGS
10 DROP OFF ZONE - REFER TO CIVIL DRAWINGS
11 OPEN SOD AREA - REFER TO CIVIL DRAWINGS
12 LIGHT BOLLARD (16 TOTAL) - REFER TO CIVIL DRAWINGS
13 FUTURE WATER FOUNTAIN FEATURE - REFER TO CIVIL DRAWINGS
14 SITE FURNITURE, BAR HEIGHT COUNTERTOP - REFER TO CIVIL DRAWINGS
REVISION DATE DESCRIPTION
FD FDFD
FD
FD
1. REFER TO SHEET a9.1 FOR CEILING SCOPE OF WORK.
2. REFER OT SHEET i2.1 FOR FINISHES AND FFE SCOPE OF WORK.
FLOOR PLAN GENERAL NOTES
FLOOR PLAN - SYMBOL KEY
EXISTING PARTITIONS TO REMAIN
NEW PARTITIONS, SEE PARTITION TYPES
EXISTING DOOR TO REMAIN
NEW DOOR
DOOR NUMBER -SEE SCHEDULE
FIRE RATING
1 -1 HR
2 -2 HR
3 -3 HR
*0 HR RATING
NOT SHOWN ON TAG
CORE MATERIAL
S -MTL STUD
M -CMU/ MASONRY
C -CONCRETE
F -FURRING
P -PRECAST
W -WD STUD
STRUCTURAL NOMINAL THICKNESS
0 -7/8" FURRING
1 -1 1/2" MTL STUD
2 -2 1/2" MTL STUD
4 -3 5/8" MTL STUD
3 1/2"WD STUD
6 -6" MTL STUD/PRECAST
5 5/8" MASONRY
5 1/2"WD STUD
8 -8"MTL STUD/PRECAST OR
7 5/8"MASONRY
FEATURE(S)
A -ACOUSTICAL INSULATION IN CAVITY
C -GYP UP TO 6" ABOVE CEILING
F -GYP TO UNDERSIDE OF STRUCT/ DECK
O -GYP ONE SIDE
P -PARTIAL HEIGHT PARTITION -SEE
FLOOR PLAN FOR HT
R -GYP OVER RESILIENT CHANEL
*WALL MAY HAVE MORE THAN ONE FEATURE
M8C
ADDITIONAL NOTES
1. PROVIDE ACOUSTICAL SEALANT AT ALL TYPE A AND TYPE R WALLS
2. PROVIDE EQUAL THICKNESS CEMENT BOARD IN LIEU OF GYP AT ALL TILE LOCATIONS,
SEE INTERIOR ELEVATIONS
3. COORDINATE BLOCKING LOCATIONS WITH ARCHITECT TO PREVENT ACOUSTICAL
INTEGRITY FROM BEING COMPROMISED
INTERIOR PARTITION TYPE LEGEND
2
COMMUNITY
GATHERING
106
SERVERY
107
MECH.
108
MEETING ROOM
105
STORAGE
109
JAN.
110
TOILET
111
TOILET
112
VEST.
100
STAFF
102
MEN
103
WOMEN
104
LOBBY
101
a3.01
a3.0 2
a3.0
3
a3.0
4
1
a4.0
2
a4.0
3
a4.0
TYP
1
TYP
1
TYP
2 3
TYP
4
TYP
4
TYP
5
TYP
5
6
6
7
16
3
5
5
9
5
10
11
12
12 12
12
12
12
12
13
14
VEST.
113
TYP
1
TYP
1
TYP
14
TYP
14
106f 106g 106h 106i
101c
101b104103102110
111
112 10710816' - 8 1/2"16' - 5"15' - 2 1/2"8' - 0"12"12"
S4AF
S4AF
S4AF
S4AF
S4CS4AF
S4AF
S4C
S4AF
S4OF 109S4OF
S4AF
S4AF
100a15' - 2 1/2"7' - 2 1/2"S4AF
101a
113a
100b9' - 0"105
106a
106b
106c
106d
106e
ABOVE
12
ABOVE
12
ABOVE
12
13
13
15
12
12
12
TYP
8
TYP
14
FUTURE
WATER
SERVICE
ROOM
DRAWING NUMBER
DRAWING TITLE
CLIENT
I hereby certify that this drawing was prepared by
me or under my direct supervision and that I am a
duly registered architect under the laws of the
State of Minnesota.
Title: XXXX
Registration Number: XXXX
Date: XXXX
By:
Title: XXXX
a r c h i t e c t s
4201 cedar avenue so. -minneapolis, MN 55407
tel. (612) 904-1332 -fax (612) 904-7366
Hagen, Christensen & McIlwain
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
N O T F O R C O N S T R U C T IO N
178 E 9TH STREET
SUITE 200
SAINT PAUL, MN 55101
6120 EARLE BROWN DRIVE
SUITE 700
MINNEAPOLIS, MN 55430
7705 BUSH LAKE ROAD
EDINA, MN 55439
1/14/2021 3:47:28 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK _ CENTRAL MODEL _2019_HCMarch.rvta2.1
5524 UPPER 146TH STREET N
HUGO, MN 55038
LIONS PARK CIVIC
PAVILION
CONSTRUCTION
FLOOR PLAN
INTERIOR PARTITION TYPE SCHEDULE
MARK WIDTH FIRE RATING DESCRIPTION
S2OF 3 1/8" 5/8" GYP BOARD, 3-5/8" MTL. STUDS
S4AF 4 7/8" 5/8" GYP BOARD, 3-5/8" MTL. STUDS WITH SOUND BATT
INSULATION IN CAVITY, 5/8" GYP BOARD
S4C 4 7/8" 5/8" GYP BOARD, 3-5/8 MTL STUD FRAMING, 5/8" GYP BOARD,
STOP GYP BOARD BOTH SIDES 6" ABOVE CEILING
S4OF 4 1/4" 5/8" GYP BOARD, 3-5/8" MTL. STUDS
KEYNOTES - FLOOR PLANS
Number Description
1 ROOF OVERHANG ABOVE
2 24"x24" MOP SINK, SST SHELF AND MOP HANGERS/ HOOKS
3 HI/ LOW DRINKING FOUNTAIN WITH BOTTLE FILLER
4 RESTROOM TO INCLUDE THE FOLLOWING:
- SOLID SURFACE COUNTERTOP WITH INTEGRAL SINK BOWL
- SOLID HDPE PLASTIC TOILET / URINAL PARTITIONS W ITH CONT. HINGES
- SST GRAB BARS TO MEET CODE
- (1) 24" X 48' MIRROR CENTERED ON SINK
- (1) HAND DRYER
- (1) SOAP DISPENSER
- (1) TOILET PAPER AND SANITARY NAPKIN HOLDER PER STALL
- FULL HEIGHT WALL TILE ON ALL WET WALLS
5 FLOOR DRAIN
6 RESTROOM TO INCLUDE THE FOLLOWING:
- WALL MOUNTED SINK
- (1) 24" X 48" MIRROR CENTERED ON SINK
- (1) HAND DRYER & SEMI-RECESSED TRASH RECEPTABLE BELOW
- (1) SOAP DISPENSER
- (1) WALL MOUNTED ADULT OR BABY CHANGING STATION
- (1) TOILET PAPER AND SANITARY NAPKIN HOLDER
- SST GRAB BARS TO MEET CODE
- FULL HEIGHT WALL TILE ON ALL WET WALLS
7 SST UNDERMOUNT SINK
8 SST COUNTERTOP WITH PLASTIC LAMINATE BASE CABINETS
9 PROVIDE SIDE SLIDING MANUAL WALL ASSEMBLY. PROVIDE POCKET WITH DOOR TO
ALLOW WALL TO BE OPENED AND COMPLETELY CONCEALED WITHIN WALL CAVITY.
10 PLASTIC LAMINATE UPPER CABINETS
11 ALUMINUM SLIDING SERVICE WINDOW
12 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING -
REFER TO EXTERIOR ELEVATIONS FOR ALL WINDOW LOCATIONS AND SIZES
13 SST COUNTERTOP - OPEN BELOW
14 STEEL COLUMN SUPPORTS, PAINT - REFER TO STRUCTURAL NARRATIVE
15 PARTIAL HEIGHT BRICK SCREEN WALL AT END OF PAVILION
16 COILING DOOR ASSEMBLY - PROVIDE POWER
NORTH
1/8" = 1'-0"a2.1
1 MAIN LEVEL - CONSTRUCTION PLAN
REVISION DATE DESCRIPTION
DOOR SCHEDULE - SCHEMATIC
Mark
Door Frame - Overall
Hardware CommentsDoor Material Width Height Material Width Height
100a ALUMINUM/ GLASS 6' - 0" 7' - 0" ALUMINUM 8' - 8" 9' - 4" 4 EQUAL PAIR OF DOORS
100b ALUMINUM/ GLASS 6' - 0" 7' - 0" ALUMINUM 8' - 8" 9' - 4" 3 EQUAL PAIR OF DOORS
101a ALUMINUM/ GLASS 3' - 0" 7' - 0" ALUMINUM 4' - 8" 9' - 4" 4
101b WOOD/ GLASS 6' - 0" 7' - 0" HOLLOW METAL 6' - 4" 7' - 2" 3 EQUAL PAIR OF DOORS
101c WOOD/ GLASS 6' - 0" 7' - 0" HOLLOW METAL 6' - 4" 7' - 2" 3 EQUAL PAIR OF DOORS
102 WOOD/ GLASS 3' - 0" 7' - 0" HOLLOW METAL 6' - 4" 7' - 2" 1
103 WOOD 3' - 0" 7' - 0" HOLLOW METAL 3' - 4" 7' - 2" 3
104 WOOD 3' - 0" 7' - 0" HOLLOW METAL 3' - 4" 7' - 2" 3
105 WOOD/ GLASS 3' - 0" 7' - 0" HOLLOW METAL 14' - 9" 7' - 2" 3
106a ALUMINUM/ GLASS 7' - 8" 9' - 2" ALUMINUM 8' - 0" 9' - 4" 1 EQUAL PAIR OF DOORS
106b ALUMINUM/ GLASS 7' - 8" 9' - 2" ALUMINUM 8' - 0" 9' - 4" 1 EQUAL PAIR OF DOORS
106c ALUMINUM/ GLASS 7' - 8" 9' - 2" ALUMINUM 8' - 0" 9' - 4" 1 EQUAL PAIR OF DOORS
106d ALUMINUM/ GLASS 7' - 8" 9' - 2" ALUMINUM 8' - 0" 9' - 4" 1 EQUAL PAIR OF DOORS
106e ALUMINUM/ GLASS 7' - 8" 9' - 2" ALUMINUM 8' - 0" 9' - 4" 1 EQUAL PAIR OF DOORS
106f ALUMINUM/ GLASS 6' - 0" 9' - 2" ALUMINUM 6' - 4" 9' - 4" 1 EQUAL PAIR OF DOORS
106g ALUMINUM/ GLASS 7' - 8" 9' - 2" ALUMINUM 8' - 0" 9' - 4" 1 EQUAL PAIR OF DOORS
106h ALUMINUM/ GLASS 7' - 8" 9' - 2" ALUMINUM 8' - 0" 9' - 4" 1 EQUAL PAIR OF DOORS
106i ALUMINUM/ GLASS 6' - 0" 9' - 2" ALUMINUM 6' - 4" 9' - 4" 1 EQUAL PAIR OF DOORS
107 WOOD/ GLASS 3' - 0" 7' - 0" HOLLOW METAL 3' - 4" 7' - 2" 3
108 WOOD 3' - 0" 7' - 0" HOLLOW METAL 3' - 4" 7' - 2" 2
109 WOOD 6' - 0" 7' - 0" HOLLOW METAL 6' - 4" 7' - 2" 2 EQUAL PAIR OF DOORS
110 WOOD 3' - 0" 7' - 0" HOLLOW METAL 3' - 4" 7' - 2" 2
111 HOLLOW METAL 3' - 0" 7' - 0" HOLLOW METAL 3' - 4" 7' - 2" 5
112 HOLLOW METAL 3' - 0" 7' - 0" HOLLOW METAL 3' - 4" 7' - 2" 5
113a ALUMINUM/ GLASS 3' - 0" 7' - 0" ALUMINUM 6' - 4" 9' - 4" 4
113b ALUMINUM/ GLASS 3' - 0" 7' - 0" ALUMINUM 6' - 4" 9' - 4" 3
DOOR HARDWATE TYPES:
1. CLASSROOM FUNCTION
2. STORAGE FUNCTION
3. PASSAGE FUNCTION
4. STORAGE FUNCTION * LOCK ASSEMBLY
• TIMED LOCK ASSEMBLY FOR AFTER
HOUR SECURITY
5. CLASSROOM FUNCTION & LOCK ASSEMBLY
• OCCUPANCY LOCK AND TIMED LOCK
ASSEMBLY FOR AFTER HOURS SECURITY
FD FDFD
FD
FD
a3.01
a3.0 2
a3.0
3
a3.0
4
1
a4.0
2
a4.0
3
a4.0
COMMUNITY
GATHERING
106
SERVERY
107
MECH.
108
MEETING ROOM
105
STORAGE
109
JAN.
110
TOILET
111
TOILET
112
VEST.
100
STAFF
102
MEN
103
WOMEN
104
LOBBY
101
VEST.
113
TYP
1
2
3
45
6
6
7
11
2
2
1
1
2
2
3 3
44
5 5
TYP
6
TYP
2
TYP
2
TYP
3
TYP
3
7
TYP
8
3 4
43
4
2
TYP
8
TYP
910
TYP
9
FUTURE
WATER
SERVICE
ROOM
FURNITURE & EQUIPMENT - SYMBOL KEY
NO WORK IN THIS AREA
FURNITURE & EQUIPMENT GENERAL NOTES
1. ALL FURNITURE & EQUIPMENT PROVIDED AND INSTALLED BY OWNER -CONTRACTOR TO
PROVIDE POWER/DATA AS REQUIRED FOR ALL FURNITURE/EQUIPMENT SHOWN.
2. CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION TO NOTIFY
OWNER/ARCHITECT OF ANY DISCREPANCIES.
3. FURNITURE IS PROVIDED BY OTHERS AND IS SHOWN FOR COORDINATION PURPOSES ONLY.
EXISTING PARTITIONS TO REMAIN
NEW PARTITIONS, SEE PARTITION TYPES
1 FURNITURE & EQUIPMENT KEYNOTE TAG
1. CONTRACTOR TO VERIFY ALL CONDITIONS AND REPORT DISCREPANCIES TO THE
ARCHITECT OR OWNER, PRIOR TO BEGINNING CONSTRUCTION.
2. REFER TO SHEET a9.1 FOR CEILING SCOPE OF WORK.
3. ALL ROOMS TO RECEIVE ACCESSIBLE ROOM SIGNAGE PER CODE.
4. ALL ELECTRICAL OUTLETS, SWITCHES, THERMOSTATS, PRESSURE MONITORS, ETC. TO
BE VERIFIED WITH OWNER ON-SITE BEFORE WALLS ARE CLOSED UP.
5. PROVIDE TRANSITION STRIPS AT ALL FLOORING FINISH CHANGES WITH A DELTA
GREATER THAN 1/4" AND WHERE INDICATED ON FINISH PLANS. ALL TILE TO CARPET
TRANSITIONS TO BE METAL SCHLUTER TRIM.
6. ALL FLOORING TO CONTINUE UNDER MILLWORK, EQUIPMENT & SEATING, TYP.
FINISHES PLAN GENERAL NOTES:
FINISHES PLAN - SYMBOL KEY
NO WORK IN THIS AREA
EXISTING PARTITIONS TO REMAIN
NEW PARTITIONS, SEE PARTITION TYPES
1 INTERIOR FINISHES KEYNOTE TAG
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
I hereby certify that this drawing was prepared by
me or under my direct supervision and that I am a
duly registered architect under the laws of the
State of Minnesota.
Title: XXXX
Registration Number: XXXX
Date: XXXX
By:
Title: XXXX
a r c h i t e c t s
4201 cedar avenue so. -minneapolis, MN 55407
tel. (612) 904-1332 -fax (612) 904-7366
Hagen, Christensen & McIlwain
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
N O T F O R C O N S T R U C T IO N
178 E 9TH STREET
SUITE 200
SAINT PAUL, MN 55101
6120 EARLE BROWN DRIVE
SUITE 700
MINNEAPOLIS, MN 55430
7705 BUSH LAKE ROAD
EDINA, MN 55439
1/14/2021 3:47:30 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK _ CENTRAL MODEL _2019_HCMarch.rvta2.1ffe
5524 UPPER 146TH STREET N
HUGO, MN 55038
LIONS PARK CIVIC
PAVILION
FURNITURE,
EQUIPMENT, AND
FINISHES FLOOR PLAN
1/8" = 1'-0"a2.1ffe
1 MAIN LEVEL - F.F.E. PLAN
KEYNOTES - INTERIOR FINISHES
Number Description
1 TRACK OFF CARPET TILE AND VINYL BASE
2 CARPET TILE AND VINYL BASE
3 PORCELAIN FLOOR TILE AND BASE - PROVIDE SCHLUTER TILE TRIM AT TOP EDGE OF
BASE, BETWEEN WALL AND FLOOR TILE, AND AT ALL OUTSIDE CORNERS.
4 FULL HEIGHT PORCELAIN WALL TILE ON ALL WET WALLS
5 SOLID SURFACE COUNTERTOP WITH SOLID SURFACE INTEGRAL BOWL
6 SEALED CONCRETE FLOOR AND VINYL BASE
7 PROVIDE FRP WALL PANELS FULL HEIGHT AROUND MOP SINK
8 EPOXY PAINT ON WALLS
REVISION DATE DESCRIPTION
KEYNOTES - FURNITURE & EQUIPMENT
Number Description
1 5'-0" ROUND TABLES AND 8 CHAIRS
2 48" W REFRIGERATOR - PROVIDE POWER AS REQ'D
3 4'-0" ROUND TABLE AND 4 CHAIRS
4 CONFERENCE ROOM TABLE AND 10 CHAIRS
5 MECHANICAL EQUIPMENT
6 WALL MOUNTED MONITOR - PROVIDE POWER & DATA AS REQ'D - PROVIDE BLOCKING
IN WALL AS REQ'D
7 TABLE AND CHAIR STORAGE CART
8 4'-0' SQUARE TABLE AND 4 CHAIRS
9 6' PICNIC TABLES
10 6' ADA PICNIC TABLES
1" / 12"1" / 12"1
1
1" / 12"1 11
1
VALLEY
18
TYP
2
TYP
2
33
5
5
TYP
6
7
TYP
6
TYP
2
TYP
2
TYP
2
TYP
2
TYP
2
5
44
51" / 12"1. CONTRACTOR TO VERIFY ALL CONDITIONS AND REPORT DISCREPANCIES TO THE
ARCHITECT OR OWNER, PRIOR TO BEGINNING CONSTRUCTION.
2. ALL PENETRATIONS THROUGH ROOF ASSEMBLIES SHALL BE SEALED AT BOTH SIDES
WITH MATERIALS APPROPRIATE TO THE ASSEMBLY.
3. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL ROOFTOP EQUIPMENT PER
MANUFACTURERS INSTALLATION INSTRUCTIONS.
4. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.
ROOF PLAN GENERAL NOTES:
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
I hereby certify that this drawing was prepared by
me or under my direct supervision and that I am a
duly registered architect under the laws of the
State of Minnesota.
Title: XXXX
Registration Number: XXXX
Date: XXXX
By:
Title: XXXX
a r c h i t e c t s
4201 cedar avenue so. -minneapolis, MN 55407
tel. (612) 904-1332 -fax (612) 904-7366
Hagen, Christensen & McIlwain
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
N O T F O R C O N S T R U C T IO N
178 E 9TH STREET
SUITE 200
SAINT PAUL, MN 55101
6120 EARLE BROWN DRIVE
SUITE 700
MINNEAPOLIS, MN 55430
7705 BUSH LAKE ROAD
EDINA, MN 55439
1/14/2021 3:47:30 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK _ CENTRAL MODEL _2019_HCMarch.rvta2.2
5524 UPPER 146TH STREET N
HUGO, MN 55038
LIONS PARK CIVIC
PAVILION
ROOF PLAN
1/8" = 1'-0"a2.2
1 ROOF PLAN
NORTH
KEYNOTES - ROOF PLAN
Number Description
1 NEW ROOF SYSTEM ASSEMBLY AT METAL DECK STRUCTURE:
- FULLY ADHERED, SINGLE PLY 60 MIL EPDM ROOF MEMBRANE
- TAPERED INSULATION AT 1/4" PER FOOT TO DRAIN AS REQ'D
2 PREFINISHED METAL ROOF COPING
3 PRIMARY ROOF DRAIN
4 OVERFLOW ROOF DRAIN - SET 2" ABOVE MAIN ROOF DRAIN
5 PREFINISHED METAL SCUPPER 2" ABOVE ROOF DRAIN ELEVATION
6 TAPERED INSULATION CRICKET AT 1/4" PER FOR SLOPE TO DRAIN OR AS REQ'D
7 ROOF TRANSITION CURB WITH PREFINISHED METAL CAP
8 METAL STANDING SEAM ROOF ASSEMBLY
REVISION DATE DESCRIPTION
MAIN LEVEL
100' -0"
T.O. STRUCTURE -
LOW ROOF
110' -0"
TYP
1
2
3
TYP
5
TYP
6
2
2
3
4
3
4
3
4
3
4
3
4
3
4
3
7
7
2 7
7
TYP
6
1"
12"
1"
12"
1011 11
TYP
5
TYP
18
TYP
1
TYP
19
20 2020
MAIN LEVEL
100' -0"
T.O. STRUCTURE -
LOW ROOF
110' -0"
1"
12"
1"
12"
TYP
1
11
6
3
2 7
2 7
2
TYP
7
TYP
6
TYP
1
10 10 10 10 10
9 9
15 10
12
4
TYP
5
16
TYP
6
TYP
5
5
TYP
6
TYP
18
TYP
19
TYP
11
MAIN LEVEL
100' -0"
T.O. STRUCTURE -
LOW ROOF
110' -0"
3 3
10 10 1010
3
3
4
3
4
3
4
72
72
TYP
14
TYP
14
6
TYP
1472
1
11 11 11
TYP
5
TYP
6
1
717
11
TYP
1
72
TYP
18
TYP
19
11
TYP
22
MAIN LEVEL
100' -0"
T.O. STRUCTURE -
LOW ROOF
110' -0"
72
11
13
4
TYP
5
6
10
3
83
TYP
72
TYP
72
17
TYP
6
TYP
5
7 2
TYP
1
8
11 11
TYP
6
11 21
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
I hereby certify that this drawing was prepared by
me or under my direct supervision and that I am a
duly registered architect under the laws of the
State of Minnesota.
Title: XXXX
Registration Number: XXXX
Date: XXXX
By:
Title: XXXX
a r c h i t e c t s
4201 cedar avenue so. -minneapolis, MN 55407
tel. (612) 904-1332 -fax (612) 904-7366
Hagen, Christensen & McIlwain
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
N O T F O R C O N S T R U C T IO N
178 E 9TH STREET
SUITE 200
SAINT PAUL, MN 55101
6120 EARLE BROWN DRIVE
SUITE 700
MINNEAPOLIS, MN 55430
7705 BUSH LAKE ROAD
EDINA, MN 55439
1/14/2021 3:47:33 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK _ CENTRAL MODEL _2019_HCMarch.rvta3.0
5524 UPPER 146TH STREET N
HUGO, MN 55038
LIONS PARK CIVIC
PAVILION
EXTERIOR
ELEVATIONS
KEYNOTES - EXTERIOR ELEVATIONS
Number Description
1 GALVANIZED STEEL COLUMN TO SUPPORT ROOF OVERHANG, PAINT
2 NEW ROOF SYSTEM ASSEMBLY AT METAL DECK STRUCTURE: FULLY ADHERED,
SINGLE-PLY 60 MIL EPDM ROOF MEMBRANE. PROVIDE TAPERED INSULATION AT 1/4"
PER FOOT TO DRAIN AS REQ'D.
3 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING
4 1'-6" HIGH LIMESTONE SILL/ BASE ASSEMBLY
5 BRICK RAINSCREEN WALL ASSEMBLY WITH RIGID INSULATION AND METAL STUD
BACK-UP
6 PREFINISHED METAL PANEL RAINSCREEN WITH RIGID INSULATION AND METAL STUD
BACK-UP
7 PREFINISHED METAL ROOF COPING
8 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING -
PROVIDE TRANSLUCENT PRIVACY FILM ON INTERIOR FACE OF ALL GLAZING PANELS
9 INSULATED HOLLOW METAL DOOR/ FRAME, PAINT
10 PREFINISHED ALUMINUM DOOR ASSEMBLY WITH LOW-E INSULATED GLAZING
11 LOW LIMESTONE GARDEN WALL WITH CAP. PROVIDE CONT. LED ROPE LIGHTING
ALONG UNDERSIDE OF CAP, ALL SIDES TO WASH FACE OF W ALL
12 PREFINISHED ALUMINUM SLIDING SERVICE WINDOW WITH LIMESTONE BASE BELOW.
BOTTOM OF WINDOW AT 2'-10" TO MEET ADA MN CODE 2020
14 WOOD BEAD BOARD SOFFIT
15 SST COUNTERTOP - OPEN BELOW
16 DRINKING FOUNTAIN
17 METAL STANDING SEAM ROOF ASSEMBLY
18 SITE BOLLARD - REFER TO CIVIL DRAWINGS
19 GALVANIZED STEEL BEAM TO SUPPORT ROOF OVERHANG, WRAP WITH WOOD ALL
SIDES
20 PROVIDE LED WALL SCONCE (UP/DOWN LIGHT) TO WASH BUILDING FACE
21 BACK-LIT LED BUILDING SIGNAGE - PROVIDE POWER
22 DECORATIVE LED PENDANT LIGHTING
1/8" = 1'-0"a3.0
1 EAST ELEVATION
1/8" = 1'-0"a3.0
2 WEST ELEVATION
1/8" = 1'-0"a3.0
3 NORTH ELEVATION
1/8" = 1'-0"a3.0
4 SOUTH ELEVATION
REVISION DATE DESCRIPTION
MAIN LEVEL
100' -0"
T.O. STRUCTURE -
LOW ROOF
110' -0"
TYP
1
2
3
11
10
3 3 3 3 18
3
6
16
TYP
19
1"
12"
1"
12"
5
8 6
7
27
TYP
17
3
TYP
19
STORAGE
109
MECH.
108
COMMUNITY
GATHERING
106
16
TYP
26
TYP
25
TYP
24
TYP
25
TYP
25
TYP
27
TYP
28
TYP
14
14
TYP
30
MAIN LEVEL
100' -0"
T.O. STRUCTURE -
LOW ROOF
110' -0"
MEETING ROOM
105
LOBBY
101
MECH.
108
SERVERY
107
27
TYP
30
3
3
4
19
TYP
17 1910
20
8 8
9
18
22 13
16
2
TYP
1
11
15
11
21
TYP
25
15
TYP
24
26
29
14
MAIN LEVEL
100' -0"
T.O. STRUCTURE -
LOW ROOF
110' -0"
19 19
20
8
8
5 11
3
17
9 9
23
30
16
2
2
7
6
6
MEN
103
WOMEN
104
STAFF
102
LOBBY
101
STORAGE
109
JAN.
110
TOILET
111
TYP
26
2529
14
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
I hereby certify that this drawing was prepared by
me or under my direct supervision and that I am a
duly registered architect under the laws of the
State of Minnesota.
Title: XXXX
Registration Number: XXXX
Date: XXXX
By:
Title: XXXX
a r c h i t e c t s
4201 cedar avenue so. -minneapolis, MN 55407
tel. (612) 904-1332 -fax (612) 904-7366
Hagen, Christensen & McIlwain
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
N O T F O R C O N S T R U C T IO N
178 E 9TH STREET
SUITE 200
SAINT PAUL, MN 55101
6120 EARLE BROWN DRIVE
SUITE 700
MINNEAPOLIS, MN 55430
7705 BUSH LAKE ROAD
EDINA, MN 55439
1/14/2021 3:48:44 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK _ CENTRAL MODEL _2019_HCMarch.rvta4.0
5524 UPPER 146TH STREET N
HUGO, MN 55038
LIONS PARK CIVIC
PAVILION
BUILDING SECTIONS
1/8" = 1'-0"a4.0
1 NORTH / SOUTH BUILDING SECTION
1/8" = 1'-0"a4.0
2 EAST / WEST BUILDING SECTION 1
1/8" = 1'-0"a4.0
3 EAST / WEST BUILDING SECTION 2
REVISION DATE DESCRIPTION
KEYNOTES - BUILDING SECTIONS
Keynote Description
1 GALVANIZED STEEL COLUMN TO SUPPORT ROOF OVERHANG, PAINT
2 NEW ROOF SYSTEM ASSEMBLY AT METAL DECK STRUCTURE: FULLY ADHERED,
SINGLE PLY 60 MIL EPDM ROOF MEMBRANE. PROVIDE TAPERED INSULATION AT 1/4"
PER FOOT TO DRAIN AS REQ'D.
3 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING -
REFER TO EXTERIOR ELEVATIONS FOR ALL WINDOW LOCATION AND SIZES
4 1'-6" HIGH LIMESTONE SILL/ BASE ASSEMBLY
5 BRICK RAINSCREEN WALL ASSEMBLY WITH RIGID INSULATION AND METAL STUD
BACK-UP
6 PREFINISHED METAL RAINSCREEN WALL ASSEMBLY WITH RIGID INSULATION AND
METAL STUD BACK-UP
7 PREFINISHED METAL ROOF COPING
8 PREFINISHED ALUMINUM WINDOW ASSEMBLY WITH LOW-E INSULATED GLAZING.
PROVIDE TRANSLUCENT PRIVACY FILM ON INTERIOR FACE OF ALL GLAZING PANELS
9 INTERIOR HOLLOW METAL DOOR AND FRAME, PAINT
10 PREFINISHED ALUMINUM DOOR ASSEMBLY WITH LOW-E INSULATED GLAZING
11 LOW LIMESTONE GARDEN WALL WITH CAP. PROVIDE CONT. LED ROPE LIGHTING ON
UNDERSIDE OF CAP TO WASH FACE OF WALL, ALL SIDES
13 SST UNDERMOUNT SINK
14 WOOD BEAD BOARD SOFFIT
15 SST COUNTERTOP - OPEN BELOW
16 EXTERIOR CONCRETE PAVING AND SITE WORK - SEE CIVIL
17 CONCRETE SLAB OVER CONTINUOUS VAPOR BARRIER AND 6" COMPACTED FILL
18 HOLLOW METAL FRAME AND WOOD/ GLASS DOOR ASSEMBLY
19 CAST-IN-PLACE FOUNDATION WALL - PROVIDE 2" RIGID INSULATION ON EXTERIOR
FACE OF FOOTINGS/ FOUNDATION WALL FROM TOP OF FOOTING TO FINISHED
GRADE, INSTALL OVER CONTINUOUS BITUMINOUS DAMP PROOFING.
20 HOLLOW METAL FRAME AND SIDELIGHT WITH WOOD/ GLASS DOOR ASSEMBLY
21 METAL STANDING SEAM ROOF ASSEMBLY
22 SST COUNTERTOP AND BACKSPLASH WITH PLASTIC LAMINATE BASE AND UPPER
CABINETS
23 EXTERIOR INSULATED HOLLOW METAL DOOR/ FRAME
24 SITE LIGHT BOLLARDS - REFER TO CIVIL DRAWINGS
25 INTERIOR LIGHTING FIXTURE
26 ACOUSTICAL CEILING TILE AND GRID ASSEMBLY
27 WALL MOUNTED ACOUSTIC PANELING. PANELING TO HAVE PRINTED IMAGERY.
28 GALVANIZED STEEL BEAM TO SUPPORT ROOF OVERHANG. W RAP BEAM WITH
WOOD, ALL SIDES
29 GYP BD CEILING ASSEMBLY, PAINT
30 METAL PANELING AT UNDERSIDE OF SMALL ROOF OVERHANGS, TYP.
1. CONTRACTOR TO VERIFY ALL CONDITIONS AND REPORT DISCREPANCIES TO THE
ARCHITECT OR OWNER, PRIOR TO BEGINNING CONSTRUCTION.
2. MECHANICAL AND ELECTRICAL INFORMATION SHOWN IS INTENDED ONLY TO
COMMUNICATE DESIGN INTENT. REFER TO MECHANICAL AND ELECTRICAL
NARRATIVES FOR DETAILED INFORMATION. NOTIFY ARCHITECT/ENGINEER OF ANY
DISCREPANCIES NOTED PRIOR TO COMMENCEMENT OF WORK.
3. COORDINATE ALL CEILING MOUNTED EQUIPMENT SUPPORTS, DEVICE LOCATIONS,
CLEARANCES, ETC. WITH EQUIPMENT INSTALLERS AND SUPPLIERS PRIOR TO
INSTALLATION.
4. ACOUSTICAL PANEL CEILING GRIDS OR PANELS SHALL BE CENTERED IN ROOMS
UNLESS OTHERWISE NOTED OR DIMENSIONED.
5. ALL CEILING MOUNTED ITEMS (LIGHT FIXTURES, SPRINKLER HEADS, SPEAKERS,
ETC.) SHALL BE CENTERED IN ACOUSTICAL CEILING PANELS OR GYPSUM BOARD
SOFFITS UNLESS OTHERWISE NOTED OR DIMENSIONED.
6. SPACE LIGHT FIXTURES EVENLY IN ROOMS, BAYS, SPACES, ETC. AND CENTER
BETWEEN EXPOSED STRUCTURAL ELEMENTS WHERE APPROPRIATE.
7. DIMENSIONS TO CEILING-INSTALLED ITEMS ARE TO CENTERLINE OF FIXTURE OR
EQUIPMENT UNLESS NOTED OTHERWISE.
8. LOCATE CONTROL JOINTS IN GYPSUM BOARD CEILINGS, SOFFITS, BULKHEADS, AND
FASCIAS AS INDICATED ON DRAWINGS OR AS SPECIFIED AND TO ALIGN WITH THOSE
IN WALLS BELOW. VERIFY PROPOSED LAYOUT WITH ARCHITECT PRIOR TO
INSTALLATION.
9. PAINT ALL CONDUITS, DUCTWORK, SUPPORTS, HANGERS, ETC. THAT WILL REMAIN
EXPOSED TO VIEW. MATCH COLOR INDICATED FOR STRUCTURE (PNT-1) UNLESS
NOTED OTHERWISE.
10. REFER TO EXTERIOR ELEVATIONS (SHEET a3.0) FOR ANY ADDITIONAL LIGHTING OR
POWER REQUIREMENTS ON THE BUILDING FACE.
CEILING PLAN GENERAL NOTES
CEILING PLAN - SYMBOL KEY
NO WORK IN THIS AREA
EXISTING PARTITIONS TO REMAIN
NEW PARTITIONS, SEE PARTITION TYPES
TYP
1
TYP
2
TYP
2
TYP
2
TYP
1
3
4
4
5
5
53
3
4
4 4
6
3
3
12
6
12
6
126
77
4
8
2
TYP
12
10 10
TYP
6
4
11 11
3
3
TYP
13
KEY PLAN
DRAWING NUMBER
DRAWING TITLE
CLIENT
I hereby certify that this drawing was prepared by
me or under my direct supervision and that I am a
duly registered architect under the laws of the
State of Minnesota.
Title: XXXX
Registration Number: XXXX
Date: XXXX
By:
Title: XXXX
a r c h i t e c t s
4201 cedar avenue so. -minneapolis, MN 55407
tel. (612) 904-1332 -fax (612) 904-7366
Hagen, Christensen & McIlwain
CIVIL ENGINEER
STRUCTURAL ENGINEER
MECHANICAL / ELECTRICAL ENGINEER
N O T F O R C O N S T R U C T IO N
178 E 9TH STREET
SUITE 200
SAINT PAUL, MN 55101
6120 EARLE BROWN DRIVE
SUITE 700
MINNEAPOLIS, MN 55430
7705 BUSH LAKE ROAD
EDINA, MN 55439
1/14/2021 3:52:33 PMC:\Users\Josh\Documents\2066_CITY OF HUGO LIONS PARK _ CENTRAL MODEL _2019_HCMarch.rvta9.1
5524 UPPER 146TH STREET N
HUGO, MN 55038
LIONS PARK CIVIC
PAVILION
REFLECTED CEILING
PLANS
KEYNOTES - REFLECTED CEILING PLAN
Number Description
1 SUSPENDED T&G WOOD CEILING ASSEMBLY WITH PERFORATED SOUND
ABSORBANT PANELS THROUGHOUT - STAIN AND SEAL
2 LINEAR LED LIGHT FIXTURES
3 GYP. BD. CEILING/ SOFFIT ASSEMBLY, PAINT. PROVIDE 6" LED RECESSED CAN LIGHT
FIXTURES
4 2'x2' ACOUSTICAL CEILING TILE AND GRID ASSEMBLY. PROVIDE 6" LED RECESSED
CAN LIGHT FIXTURES AND/OR BASKET FIXTURES AS SHOWN
5 NO CEILING, OPEN TO STRUCTURAL ABOVE, PAINT. PROVIDE 1x4/ 1x8 SUSPEBDED
LINEAR LED LIGHT FIXTURES
6 EXTERIOR WOOD BEAD BOARD SOFFIT. PROVIDE EXTERIOR GRADE LED LIGHT
FIXTURES
7 LINEAR COVED LIGHT FIXTURE
8 RECESSED TRACK FOR MANUAL SECURITY SIDE SLIDING WALL ASSEMBLY
10 GALVANIZED STEEL BEAM TO SUPPORT ROOF OVERHANG - WRAP IN WOOD, ALL
SIDES
11 PTD. GYP BOARD SOFFIT - MECHANICAL CHASES INTO LOW ROOF AREA
12 EXTERIOR METAL PANEL SOFFIT. PROVIDE EXTERIOR GRADE LED LIGHT FIXTURES
WHERE SHOWN ON RCP LAYOUT
13 DECORATIVE LED EXTERIOR PENDANT LIGHTING
1/8" = 1'-0"a9.1
1 REFLECTED CEILING PLAN
NORTH
REVISION DATE DESCRIPTION
BRIGHTER INTERIOR PALETTE
01.15.2021
ROOM SCENE - CARPET
ACCENT PAINT:
SW7538 - Tamarind
ACCENT PAINT:
SW6445 - Garden Grove
ACCENT PAINT:
SW6803 - Danube
FIELD COLOR:
SW7005 - Pure White
WOOD CEILING:
ASI ARCHITECTURAL - LINEAR PLANKS (ASH)
PLASTIC LAMINATE:
(DOORS & CABINETRY)
WILSONART - BELAIR 8234
CARPET ACCENT :
MANNINGTON MEMENTO
(UNION)
CARPET TRAC-OFF
MANNINGTON FRIXTON
INTERIA (STATIC 34365)
FLOOR TILE :
AMERICAN OLEAN - STONE
MINIMUM - TAUPE
CARPET MAIN:
MANNINGTION RELIC
(UNION)
WALL TILE :
STONEPEAK - ADAMAS ALBUS
WALL ACCENT TILE:
IMOLA - LET IT BE (WHITE)
SOLID SURFACE:
Corian - Everest
ACCENT PAINT:
SW6172 - Hardware
ACCENT PAINT:
SW6180 - Oakmoss
ACCENT PAINT:
SW9140 - Blustery Sky
FIELD COLOR:
SW7005 - Pure White
PLASTIC LAMINATE:
(DOORS & CABINETRY)
WILSONART - PASADENA OAK 7986
FLOOR TILE :
STONEPEAK SKY - NIGHTSKY
CARPET MAIN:
MANNINGTION RIDGELINE
(NATIVE)
WET WALL PANELS:
WILSONART - WET WALL
SOCIETY ELM W7009
WALL ACCENT TILE:
STONEPEAK - ADAMAS ALBUS
SOLID SURFACE:
DURANT 042
DARKER INTERIOR PALETTE
01.15.2021
ROOM SCENE - CARPET
CARPET TRACk-OFF
MANNINGTON FRIXTON
FORCE (KINETIC 11360)
CARPET MAIN:
MANNINGTION RIDGELINE
(COMPASS)
WOOD CEILING:
ASI ARCHITECTURAL - LINEAR PLANKS (WHITE OAK)
EXTERIOR PALETTE
01.15.2021
RED BRICK (Above)
LIMESTONE ACCENT (Right)
EPDM ROOFING (Right)
METAL PANELS (Below)
WOOD EXTERIOR SOFFIT:
(TO MATCH INTERIOR)
P h 6 1 2 - 9 0 4 - 1 3 3 2 F a x 6 1 2 - 9 0 4 - 7 3 6 6
4 2 0 1 C e d a r A v e n u e s o u t h M i n n e a p o l i s , M N 5 5 4 0 7
H a g e n , C h r i s t e n s e n & M c I l w a i n
A r c h i t e c t s
Memorandum
From:HCM
Date:01.15.2021
To:City of Hugo
Comm. No:
Subject:Lions Park Pavilion Design Copies To:File
Design Development Budget Summary
Main Pavilion Building ($350/sf): $ 2,072,700
Exterior covered spaces ($175/sf): $ 277,725
Picnic Shelter ($275/sf): $ 288,750
Subtotal $ 2,639,175
*Construction Escalation for 2021 (0%)* $ 0
7.5% contingency $ 197,938
Project Construction Budget $ 2,837,113
Furniture & Equipment costs not included in above costs.
AV, Security, Low Voltage cabling and devices are not included in above costs.
Note:
*For construction start in 2022, assume 8% ($211,000) in project escalation costs.
G:\.Clients All\Hugo\Proposals\Lions Park\2021 Lions Park Final Const\PROP_2021 Lions Park Final Design-FINAL.docx 701 XENIA AVENUE S | SUITE 300 | MINNEAPOLIS, MN | 55416 | 763.541.4800 | WSBENG.COM January 26, 2021
Mrs. Shayla Denaway
Parks Planner
City of Hugo
14669 Fitzgerald Ave N
Hugo, MN 55038
Re: 2021 Lions Park Final Design & Construction Services
Dear Mrs. Denaway:
I am pleased to submit this letter proposal on behalf of WSB to the City of Hugo (City) to complete
professional design services for the final design, bidding and construction administration services
for the Phase One development of Lions Park to include the site walks and trails, parking lot for the
park and city hall, pavements connecting city hall and the parking lot , inclusive playground, courts,
skate park pad, and pavilion courtyard spaces.
SCOPE OF SERVICES
The following scope of services is meant to provide the City with the steps necessary to complete
a successful phase one construction project. WSB is always willing to adjust our scope of services
as necessary in order to be more tailored to your needs or account for budgetary concerns.
A. Final Design Documents
a. Project Start-Up Meeting: WSB will attend a virtual project start-up meeting
with the City staff to confirm the scope of work for the extent of development to
carry into construction based on the final approved budget.
b. Stormwater Design:
i. Final stormwater modeling and calculations to include Best Management
Practices (BMP) design, including confirmation of off-site BMP to meet
park improvements.
ii. Preparation of a drainage plan for the parking lots and park site but this
does not include the adjacent roadways, which are identified under the
street improvement project.
c. Final Site Design: WSB shall coordinate with the City to review and select final
amenities to carry forward into final design. Final design shall include
professional design and engineering services for the preparation of final
construction documents for the park site improvements, as approved by the
City. Final design documents for the site will include:
i. Removals Plan
ii. SWPPP Plans
iii. Layout Plan & Enlargements
iv. Grading Plan & Enlargements
v. Restoration Plan, Landscaping Plan & Enlargements
Mrs. Shayla Denaway
January 26, 2021
Page 2
G:\.Clients All\Hugo\Proposals\Lions Park\2021 Lions Park Final Const\PROP_2021 Lions Park Final Design-FINAL.docx
vi. Construction Details
vii. Utilities Plan (Sanitary and Stormwater service to be brought within 5 feet
of pavilion)
viii. Irrigation Plan (to connect with the water reuse system)
ix. Electrical Plan
x. Written Technical Specifications
This will include attendance of up to three (3) virtual meetings with the City to
review the final design progress and estimation at the 50%, 75% and 95%
complete milestones.
d. Vendor Coordination: WSB shall coordinate with selected
vendors/manufacturers to develop final designs for the various playground
pods within established budgets. This will include attendance of up to three (3)
virtual meetings with the City and vendor to review the playground design
progress and ongoing refinements.
e. Architect Coordination: WSB shall coordinate with HCM Architect throughout
the final design process to manage the timelines, bidding and construction
sequencing related to the site, street and pavilion project. This will include
attendance of up to three (3) virtual meetings with the City and architect to
review the final design progress and estimation.
f. Permitting:
i. Building permits for the retaining wall will be the Contractor’s
responsibility.
ii. WSB will prepare a RCWD permit (City is LGU) and will meet City
requirements for protection and management of the site as well as
stormwater requirements based on impervious surfaces.
iii. WSB will secure the NPDES permit for the site work to be transferred to
the selected Contractor prior to start of construction. Pavilion and street
NPDES permits are not included under this contract.
B. Bidding: WSB will upload an Advertisement for Bid and distribute construction
document plans to select Contractors thro ugh QuestCDN. WSB will answer questions
that arise during the bidding process including preparing any necessary addenda and will
conduct an online bid opening through QuestCDN that will receive and tabulate all bids,
including required bid documents. WSB w ill review contractor references and provide a
letter of recommendation for selection of a contractor. Bidding of the site will be
coordinated with the street improvement project and park pavilion project.
C. Construction Administration: WSB will undertake project administration and periodic
observation of the construction progress for adherence to design intent as illustrated and
described in construction documents to include:
a. Project Management: Project management throughout the construction period
to include ongoing coordination, scheduling and communications with the City,
architect, and engineers related to the progress, scheduling and
communications.
b. Meetings: WSB will Facilitate a teleconference pre-construction meeting to
review the project elements, clearly define the City’s expectations as to the
quality of the constructions, administration process, and schedule.
Mrs. Shayla Denaway
January 26, 2021
Page 3
G:\.Clients All\Hugo\Proposals\Lions Park\2021 Lions Park Final Const\PROP_2021 Lions Park Final Design-FINAL.docx
c. Contract Administration: Administration of contract including preparation of
contract forms, change orders, substantial completion form, and payment
applications along with review of submittals, shop drawings and test results.
d. Construction Observation: Site observation on a periodic basis for the
established duration of construction based on one site meeting per week for a
total of twenty (20) site progress meetings during 2021 and an addition five (5)
site progress meetings in 2022, with one (1) punch list meeting , one (1) final
completion review meeting, and one (1) additional maintenance and guarantee
period review.
e. Documentation: WSB will prepare construction progress notes, follow-up
documents and RFI’s for all site meetings and will coordinate construction
survey and testing needs.
f. Construction Staking: Survey services will include providing a 2-man survey
crew for initial layout and grade stakes for construction, including an as-built
survey upon completion of construction.
g. Construction Testing: WSB will schedule and coordinate construction testing
needs during the project to ensure construction materials and techniques meet
all necessary standards. This will include subgrade and base compaction,
concrete and bituminous materials testing, concrete reinforcement
observations and concrete curing and compressive strength testing.
ADDITIONAL SERVICES
Services other than those listed in the Scope of Services above and requested and authorized in
writing by the City. These services shall be billed on an hourly basis according to the current
Hourly Rate Schedule at time of request.
ASSUMPTIONS & EXCLUSIONS
The Scope of Services outlined above is based on the following assumptions and exclusions.
A. No contamination review or ESA cost are included.
B. RCWD permit is based on the assumptions that approximately four (4) acres of
new/reconstructed impervious is planned for.
C. It is assumed that there will not be any flood plain permitting work or wetland impacts
required for the proposed work area.
D. It is assumed that irrigation will connect into a water service in the park that is being
provided by others and the irrigation is to function with the proposed water reuse system.
E. It is assumed that a lift station is not required.
F. Sanitary and water services are to be brought up to five feet (5’) of the proposed pavilion
and it will be the pavilion contractor’s responsibility to connect to utilities at that point.
G. SAC & WAC fees are not included.
H. Testing services and fees related to the proposed pavilion building are not included but
can be scheduled and coordinated with the Architect and City prior to construction once
testing needs have been determined.
Mrs. Shayla Denaway
January 26, 2021
Page 4
G:\.Clients All\Hugo\Proposals\Lions Park\2021 Lions Park Final Const\PROP_2021 Lions Park Final Design-FINAL.docx
FEES FOR PROFESSIONAL SERVICES
It is proposed that the following Tasks be billed on an hourly-not-to-exceed basis according to the
following breakdowns:
A. Final Design Documents
WSB Site Design $91,000
Electrical Design (subconsultant) $14,000
Irrigation Design (subconsultant) $7,000
Permits $7,500
B. Bidding $3,000
C. Construction Administration
Meetings and Administration $58,500
Survey Staking $25,000
Testing $27,000
TOTAL $233,000
ACCEPTANCE
This letter represents our entire understanding of the project scope. If the City of Hugo is in
agreement, the necessary contract documents can be provided and signed. WSB will start work
upon receipt of a signed contract.
Thank you for the opportunity to propose on this project. If you should have any questions
regarding this proposal, please contact me at 763.231.4848.
Sincerely,
WSB
Candace Amberg, PLA Jason L. Amberg, PLA
Project Manager Director of Landscape Architecture
H a g e n , C h r i s t e n s e n & M c I L w a i n
Architects
January 15, 2021
Shayla Denaway
Parks Planner
CITY OF HUGO
14669 Fitzgerald Ave. N.
Hugo, MN 55038
Dear Shayla,
Thank you for asking us to provide a fee proposal for Construction Documents, Bidding
Assistance and Construction Administration related to the Lions Park Community Building.
We have really enjoyed working with you, the City team and the Steering Committee on the
design efforts to date. What follows is our proposed scope of work and fees. We are ready
to start the documentation effort as soon as we are authorized to proceed.
If you have questions, please feel free to contact me.
Sincerely,
Matt
Matthew D Lysne, AIA, NCARB
– 2 – January 15, 2021
Task 1 Construction Documents:
Scope of Work:
-Bi-weekly meetings with the City Project Team to review project goals and progress
- Develop the detailed drawings and specifications required for the permitting and competitive Public Bidding of
the project
- Present the final design to the City for their review and approval
Present the final design to the building official for preliminary review
- 75% and 95% final review meeting with City, the entire Design Team and Project Manager
- Ongoing review of any design options with the Project Manager
Material selection with Project Manager and City Staff
- Detailed coordination with WSB and their project team.
Deliverables:
- Complete Construction Documents made up of detailed plans and specifications provided to the Project
Manager for review prior to Project Bidding, including alternates, etc.
Task 2 Bidding & Contract Award
Scope of Work:
- Assist the City in obtaining bids – we understand that you would like HCM, in coordination with WSB, to
manage the bidding process for the building. The City will receive and review bids.
- Develop Addenda to the Construction Documents and answer all inquiries about the project as required for
the competitive bidding of the project
- Work closely with the Project Manager on the bidding process
- Participate with the City in Pre-Bid Conference
- Review / Evaluate Bids with the Project Manager
Deliverables:
-Manage the bidding process and document distribution through an electronic bidding service, such as
QuestCDN, Franz Reprographics or similar.
-Issuance of Addenda as required, responding to contractor questions
- Review of substitution requests, etc.
Task 3 Construction Observation and Administration:
Scope of Work:
- Participate in bi-weekly construction mtgs. and review work for compliance with construction documents
- Appraise City of construction progress
- Review shop drawings and product submittals
- Answer all contractor inquiries regarding the design intent of the documents
- Work closely with the Project Manager regarding the construction work
- Review payment applications and prepare change orders
Review warranties, equipment manuals and related documents assembled by contractors
- Review the completed project 11 months after the date of occupancy and report any issues or warranty
problems to the contractor for correction
- Discuss the facility with the staff for feedback on operational issues
Deliverables:
- Timely Submittal and Shop Drawing reviews
- Review of Pay Applications
- Issue Appropriate Change Orders
- Punch-List Inspections - one (1) punch list walkthrough
Forward warranties, equipment manuals and related documents assembled by contractors
- Forward field drawings and specifications assembled by contractors
- 11 Month Post-Construction Warranty Review / Walk-through
– 3 – January 15, 2021
Schedule:
From authorization to proceed we anticipate the following:
1. Construction documents 95% review – 6 weeks
2. Construction documents finalization – 1 to 2 weeks
3. City final approval to bid – 1 week
4. Bidding – 4 weeks
5. Bid review and contract negotiations – 2 weeks
Working from a Feb1 – Feb. 16 authorization to proceed Construction start would be
approximately June 1, 2021.
Fee Statement:
Proposed Fee Structure:
A Parks and Recreation project of this scale, with programming, predesign and
community engagement would typically command a fee of 9% - 14%. With the project knowns
and clear decision making to date we would propose this project at 10.5%. With Civil and LA
being under a separate contract the fee would then be 8.5%. This includes the additional work
required to facilitate the bidding and document distribution through a service.
Project Budget = $2,640,000 x .085 = $224,400
Fee awarded to date = ($ 20,900) includes reimbursable expenses
Project Fee Request = $203,500 + reimbursable expenses
Phase 1 Fee
Task 1 $125,180
Task 2 $11,000
Task 3 $67,320
Total Basic Services Fee $203,500
Reimbursable Expenses Estimate 1.0 x Cost $1,200
Total Proposed Phase 1 Fees $204,700
– 4 – January 15, 2021
Billable Rates
Title Rate
Architectural $115 - $180.00 / hour
MEP Engineering $115 - $250.00 / hour
Structural Engineering $100 - $250.00 / hour
Reimbursable expenses such as required mileage, prints, copies, long distance calls, faxes, etc.
are billed at 1.0 times costs.
Exclusions: Civil Engineering and Landscape Architecture, Graphic Design, Low Voltage Design
(layout and rough-ins are in scope), Security Design (layout and rough-ins are in scope),.
Thank you for your consideration of this proposal. Please give us a call (612-904-1332) if there
are any questions regarding this proposal.
Acceptance
If this proposal meets with your approval, please indicate your authorization to proceed by signing
the ACCEPTED BY and returning a copy to us. Should this proposal not be accepted within 60
days from the date of proposal or should the scope of the project or services vary from the stated
assumptions, Hagen, Christensen & McILwain Architects reserves the right to review and update
this proposal as necessary.
ACCEPTED BY:
DATE:
RESOLUTION NO.
A RESOLUTION RECEIVING THE FEASIBILITY REPORT AND
SETTING THE PUBLIC HEARING FOR THE
2021 DOWNTOWN IMPROVEMENT PROJECT
WHEREAS, pursuant to resolution of the Council adopted July 20, 2020, a report was prepared by
WSB, with reference to the improvement of 147th Street from just west of TH 61 to Finale Avenue,
147th Street from Finale Avenue to Oneka Parkway (new construction), Flay Avenue north of 147th
Street to its existing termination point, Upper 146th Street from Finale Avenue to Fitzgerald Avenue,
146th Street from Finale Avenue to Fitzgerald Avenue, Finley Avenue from Upper 146th Street to
145th Street, Fitzgerald Avenue from 147th Street to 146th Street, and Oneka Parkway at 147th Street
(intersection and turn lanes); and
WHEREAS, it is proposed to construct the new section of 147th Street and reconstruct the existing
roadways, adding concrete curb and gutter, drainage/storm sewer improvements, minor subgrade
corrections, bituminous paving, trail addition along 147th Street, and to assess benefited properties for
all or a portion of the improvement, pursuant to Minnesota Statutes, Chapter 429.
WHEREAS, the City Council has been advised by the City Engineer that said street improvements
are feasible, and should best be made as proposed, and the City Engineer’s report to this effect has
heretofore been received by Council, and filed with the City Clerk on January 27th, 2021; and
WHEREAS, the City Council deemed it necessary and expedient that the City of Hugo, Minnesota,
construct certain improvements, to-wit: 2021 Downtown Improvement Project, in the City as
described in and in accordance with the feasibility report prepared by the City Engineer; and
WHEREAS, the statute provided that no such improvements shall be made until the Council has
held a public hearing on such improvements following mailed notice and two publications thereof in
the official newspaper stating time and place of the hearing, the general nature of the improvement,
the estimated costs thereof, and the area proposed to be assessed, in accordance with the law; and
NOW THEREFORE BE IT RESOLVED, by the City Council of the City of Hugo that the public
hearing be scheduled to consider 2021 Downtown Improvement Project, to be held on Monday,
March 1, 2021, at 7:00 o’clock p.m. or as soon thereafter as possible. Due to the COVID-19
pandemic, pursuant to Minnesota Statutes §13D.021, meetings of the Council are being held
remotely using ZOOM. Members of the public interested in attending the hearing and/or
presenting comments are asked to attend via Zoom or contact the City Clerk to make
arrangements to attend in person.
Council members voting AYE:
Council members voting NAY:
Whereupon said resolution was declared passed and adopted this 1st day of February 2021.
________________________
Tom Weidt, Mayor
ATTEST:
___________________________________
Michele Lindau, City Clerk
FEASIBILITY REPORT
2021 DOWNTOWN IMPROVEMENTS
CITY OF HUGO | WASHINGTON COUNTY | MINNESOTA
JANUARY 26, 2021
Prepared for:
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
WSB PROJECT NO. 015887-000
FEASIBILITY REPORT
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000
2021 DOWNTOWN IMPROVEMENTS
FOR THE
CITY OF HUGO, MINNESOTA
WASHINGTON COUNTY
January 26, 2021
Prepared By:
178 E 9T H STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COMJanuary 26, 2021
Honorable Mayor and City Council
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
Re: Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000
Dear Honorable Mayor and City Council Members:
Transmitted herewith for your review is a feasibility report which addresses improvements
associated with the 2021 Downtown Improvements.
We would be happy to discuss this report with you at your convenience. Please contact me at
651.286.8463 if you have any questions or concerns.
Sincerely,
WSB
Mark A. Erichson, PE
City Engineer
Attachment
CERTIFICATION
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000
I hereby certify that this plan, specification, or report was prepared by me
or under my direct supervision and that I am a duly licensed professional
engineer under the laws of the State of Minnesota.
Jeff Pearson, PE
Date: January 26, 2021 Lic. No. 45087
Quality Control Review Completed By:
Mark Erichson, PE
Date: January 26, 2021 Lic. No. 40886
TABLE OF CONTENTS
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1 EXECUTIVE SUMMARY...................................................................................................1
2 INTRODUCTION ...............................................................................................................2
2.1 Authorization..........................................................................................................2
2.2 Scope.....................................................................................................................2
2.3 Data Available........................................................................................................2
2.4 Project History........................................................................................................2
3 EXISTING CONDITIONS ..................................................................................................3
3.1 Surface...................................................................................................................3
3.2 Drainage ................................................................................................................3
3.3 Private and Non-City Utilities .................................................................................3
3.4 Sanitary Sewer.......................................................................................................4
3.5 Watermain..............................................................................................................4
3.6 Adjacent Development and Associated Improvements .........................................4
4 PROPOSED IMPROVEMENTS ........................................................................................5
4.1 Surface...................................................................................................................5
4.1.1 Roadway ....................................................................................................5
4.1.2 Trails...........................................................................................................5
4.1.3 Pedestrian Crossing...................................................................................5
4.2 Drainage Improvements.........................................................................................5
4.3 Utility Improvements ..............................................................................................6
4.4 Coordinated Projects .............................................................................................6
4.4.1 Lions Park Construction Coordination with the 2021 Street Improvement
Project........................................................................................................6
4.4.2 CSAH 8 Water Reuse System Coordination with the 2021 Street
Improvement Project..................................................................................7
4.5 Right-of-Way/Easements.......................................................................................7
4.6 Permits/Approvals..................................................................................................7
4.7 Construction Access/Staging.................................................................................8
5 FINANCING.......................................................................................................................9
5.1 Opinion of Probable Cost.......................................................................................9
5.2 Funding..................................................................................................................9
5.3 Preliminary Assessment Roll .................................................................................9
6 NECESSITY AND EFFECTIVENESS.............................................................................11
7 PROJECT SCHEDULE...................................................................................................12
8 FEASIBILITY AND RECOMMENDATION......................................................................13
Appendix A - Figures
Appendix B - Opinion of Probable Cost
Appendix C - Assessment Map & Preliminary Assessment Roll
Appendix D - Geotechnical Report
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 1
1 EXECUTIVE SUMMARY
The 2021 Downtown Improvements consists of the extension of 147th Street from Finale Avenue to
Oneka Parkway, turn lanes on Oneka Parkway, reconstruction of 147th Street from just west of TH 61 to
Finale Avenue, Flay Avenue north of 147th Street, Upper 146th Street, 146th Street, Finley Avenue, and
Fitzgerald Avenue. A map illustrating the project location is shown on Figure 1 in Appendix A.
Improvements throughout the project include bituminous pavement replacement, concrete curb and gutter
installation, subgrade corrections, and storm sewer drainage improvements.
The extension of 147th Street includes reconstruction of the existing street west of Flay Avenue to
accommodate a wider street section that meets State Aid Standards. The reconstructed 147th Street and
extension will also include an eight-foot (8’) paved path on the north side of the street.
West of the existing Finale Avenue intersection, the extension of 147th Street will be new construction.
The new street will include the same street section as the reconstruct portion including the paved trail on
the north side of the roadway. A newly aligned Finale Avenue, to be funded and constructed as part of the
Hugo Gardens private development, will intersect with the 147th Street extension.
Flay Avenue, Fitzgerald Avenue, Finley Avenue, 146th Street, and Upper 146th Street will all be
reconstructed to a twenty-four foot (24’) wide street section. A portion of Fitzgerald Avenue will be
reconstructed to a twenty-two (22’) wide section with surmountable curb to limit adjacent impacts. With
the exception of Flay Ave and Fitzgerald Ave, which are currently approximately twenty-foot (20’) wide,
the existing width of these streets will match the reconstructed width.
The cost of the project is estimated at $3,656,800. The project costs include a 5% contingency and 25%
indirect costs. Funding for the project will consist of special assessments, City Street CIP Funds, and
State Aid Funds.
The project schedule proposed includes construction beginning as early as mid to late June 2021, with
substantial completion by the fall of 2021.
This project is feasible, necessary, and cost-effective from an engineering standpoint and should be
constructed as proposed herein.
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 2
2 INTRODUCTION
2.1 Authorization
On July 20, 2020, the Hugo City Council authorized the preparation of a feasibility report for the 2021
Downtown Improvements.
2.2 Scope
This feasibility report includes street improvements and drainage improvements along the following
roadways:
147th Street from just west of TH 61 to Finale Avenue
The extension of 147th Street from Finale Avenue to Oneka Boulevard
Flay Avenue north of 147th Street to its existing termination point
Upper 146th Street from Finale Avenue to Fitzgerald Avenue
146th Street from Finale Avenue to Fitzgerald Avenue
Finley Avenue from Upper 146th Street to 145th Street
Fitzgerald Avenue from 147th Street to 145th Street
Oneka Parkway at 147th Street (intersection and turn lanes)
2.3 Data Available
Information and materials used in the preparation of this report include the following:
City of Hugo Capital Improvement Plan
City of Hugo Assessment Policy Manual
City of Hugo Property Index Records
City of Hugo Topography Maps
Pavement Cores/Soil Borings
Topographic Survey
Field Observations of the Area
Finale Avenue reconstruction plans (Hugo Gardens Development)
2.4 Project History
The 2021 Downtown Improvements is identified in the City’s Capital Improvement Plan to address the
poor condition of the roadway.
The City held a neighborhood meeting on September 30, 2020, to receive input on the project. Meeting
attendees who spoke stated there was a need for the project and supported the proposed improvements.
Several in attendance expressed concern regarding the speed and care with which drivers are currently
using on 146th Street to and from the existing senior living development.
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 3
3 EXISTING CONDITIONS
3.1 Surface
Streets in the project area currently vary in width from twenty to twenty-four feet (20’ - 24’), with some
areas having dedicated public right of ways and others where the City has prescriptive rights, areas
having been used and maintained for a minimum of six (6) years. The total length of roadway included in
the project is approximately 5,900 feet, or 1.12 miles.
2021 Downtown Improvement Project
Existing Conditions
Street Segment From To Length Existing
Width Curb
147th Street West of TH 61 Finale Avenue 1,060’20’-24'None
147th Street Extension Finale Avenue Oneka Boulevard 1,265’N/A N/A
Flay Avenue 147th Street Existing Termination 500’20’None
Upper 146th Street Fitzgerald Avenue Finale Avenue 715’24’None
146th Street West of TH 61 Finale Avenue 920’24’None
Finley Avenue 145th Street Upper 146th Street 700’24’None
Fitzgerald Avenue 146th Street 147th Street 740’20’None
The project street segments had improvements in the 1970’s, 80’s, and early 90’s. Since then, pavement
conditions have aged and are exhibiting distresses such as transverse and longitudinal cracking,
pavement rutting, and a fallen cross slope, with surfaces rated as fair to poor.
Pavement cores taken within the project area indicate the existing asphalt thickness ranges from two-
inches (2”) to four-inches (4”) and the aggregate base thickness ranges from two-inches (2”) to ten-inches
(10”). A copy of the pavement core results is included in Appendix D of this report.
3.2 Drainage
Runoff currently flows along the sides of the street pavement and is collected by the existing storm sewer
drains in several locations. The existing street grades, inlet locations, and drainage patterns do not allow
for efficient, timely drainage during heavy rain events.
Existing storm sewer pipe systems split the project with surface water on Upper 146th Street west of
Finley Avenue, Finley Avenue, and 146th Street flowing south to the system in 145th Street. Surface water
on Upper 146th Street east of Finley Avenue, Fitzgerald Avenue, 147th Street, and Flay Avenue flows
north and outlets into the City owned open space north of St. Johns Cemetery.
Drainage from the location of the proposed extension of 147th Street drains west across a currently open
field to Judicial Ditch 3 Branch 3 which is maintained by the Rice Creek Watershed District (RCWD).
There is FEMA floodplain and floodway present at the location of the 147th Street extension.
3.3 Private and Non-City Utilities
Private utilities that have facilities in or near the project area will be notified during the final design phase
of the project and will be requested to coordinate any necessary repairs and replacements as needed at
their cost. Private utility companies and public agencies that have facilities within the project area include
the following:
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 4
Metropolitan Council (Sanitary Sewer)
Comcast (Cable)
CenturyLink (Telecom)
Xcel Energy (Electric/Gas)
Consolidated Communications (Telecom)
White Bear Lake Area Schools (Fiber Optic)
Several of the existing private utilities are located on poles along the project streets. In some cases, the
poles will need to be relocated or held during construction. Any required relocations will be coordinated as
part of the final design process.
3.4 Sanitary Sewer
The properties within the project area are served by public sanitary sewer. No changes to the sewer
mains or services are proposed in this project.
Metropolitan Council Environmental Services (MCES) operates a forty-two inch (42”) sanitary sewer
interceptor which will be crossed by the extension of 147th Street. The pipe location will not impact the
construction of the roadway but will require coordination with and approvals from MCES during final
design.
3.5 Watermain
The properties within the project area are served by public City water utilities. An existing six-inch (6”)
watermain on Fitzgerald Avenue between 147th Street and Upper 146th Street has had a concerning
number of breaks in recent years and will be replaced as part of the project. Several properties are
served by this main and will require service reconnections to a new main. A branch service main from this
line enters the park under the existing City Hall parking lot and will be removed with the watermain
replacement.
In addition, the existing hydrants within the project area do not have shut off gate valves and will be
replaced with new hydrants that meet City standards. No other changes to the watermain or services are
proposed in this project.
3.6 Adjacent Development and Associated Improvements
The Hugo Gardens development currently under construction will include the realignment of Finale
Avenue between Upper 146th Street and 147th Street. The existing street segment will be removed as part
of the development project once the new alignment is constructed.
A storm water pond will be constructed by the development west of the project area, generally southeast
of the proposed Oneka Parkway and 147th Street intersection. This pond will receive surface water from
the Hugo Gardens development, the reconstructed Finale Avenue, portions of the proposed 147th Street,
and the proposed northwest Lions Park parking lot.
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 5
4 PROPOSED IMPROVEMENTS
4.1 Surface
4.1.1 Roadway
All existing streets within the project area are proposed to be fully reconstructed or removed as
part of adjacent development. The proposed improvements include the installation of concrete
curb and gutter and storm sewer. Proposed street sections can be categorized as “Local” or
“Collector” in design. The 147th Street reconstruction and extension is consistent with the City’s
Comprehensive Transportation Plan and will be constructed as a Collector at a width of twenty-
six feet (26’) and will include an eight-foot (8) wide trail along the north side of the street as
described in section 4.1.2 of this report.
The intersection of the new 147th Street extension and Oneka Parkway will require the addition of
a southbound left turn lane and northbound right turn lane on the Parkway. These turn lanes are
proposed to be constructed as part of the 2021 project to allow for immediate access to and from
the area via 147th Street once the project is complete.
Local streets will be reconstructed to a twenty-four foot (24’) width and include the following:
Flay Avenue
Finley Avenue
Upper 146th Street
146th Street
Fitzgerald Avenue (north of Upper 146th Street)
Fitzgerald Avenue south of Upper 146th Street is proposed to be reconstruction at a width of
twenty-two feet (22’) to limit impacts to existing structures immediately adjacent to the narrow
right-of-way.
Typical roadway sections are included in Figure 2 in Appendix A.
4.1.2 Trails
The City of Hugo’s Comprehensive Plan identifies a trail along the north side of 147th Street. Per
MnDOT State Aid Standards, the paved trail is proposed to be eight-feet (8’) wide with two-foot
(2’) clear zones on both sides. The trail will connect to existing trails along TH 61 on the east end
and Oneka Parkway on the west end. Coordination with plans for proposed Lions Park
improvements will occur to allow for connections from the 147th St trail into the park.
4.1.3 Pedestrian Crossing
A pedestrian push-button signal and crosswalk is proposed to be added on the north leg of
Highway 61 at 147th Street where crossings are currently prohibited. The new crossing will also
require the reconstruction of the pedestrian curb ramps at the intersection and align with the
pedestrian facilities on the north side of 147th Street east of TH 61.
4.2 Drainage Improvements
The existing drainage systems will be evaluated and resized based on new drainage requirements. All
streets within the project area will include concrete curb and gutter to allow for better drainage through the
corridors. Existing grades along the rights-of-way will be analyzed to eliminate drainage and flooding
concerns where they currently occur.
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 6
Storm sewer along 147th Street will be analyzed and sized in order to meet State Aid requirements.
Additionally, the extension of 147th Street will require fill within the floodplain which will be mitigated for in
the outlot north of the intersection of Oneka Parkway and future 147th Street. The ditch crossing under
future 147th Street is within the floodway and will be sized using the DNR’s hydraulic model for the area.
This crossing will also require a permit with RCWD since it will be within Judicial Ditch 3.
Stormwater management for the project is provided by previously constructed stormwater management
basins, one of which was constructed with the adjacent Hugo Gardens development and the other at the
intersection of CSAH 8 and Oneka Parkway. The Hugo Gardens basin was oversized so that the City
could utilize the additional storage to meet its stormwater management requirements for this project and
the improvements to Lion’s Park. Sumps will be placed on the last accessible structures prior to discharge
in order to provide pretreatment and initial sediment capture.
4.3 Utility Improvements
The project area is currently served by watermain and sanitary sewer that meets City standards. No
replacement or new construction of sanitary utilities is proposed with this project. Minor sanitary sewer
repairs are necessary as part of the proposed project based on review of the sanitary sewer televising.
An existing six-inch (6”) watermain on Fitzgerald Avenue between 147th Street and Upper 146th Street will
be replaced with an eight-inch (8”) watermain as part of the project. Several properties are served by this
main and will require service reconnections as part of the main replacement.
In addition, the existing hydrants within the project area that do not have shut off gate valves will be
replaced with new hydrants that meet City standards. No other replacement or new construction of
watermain or services are proposed in this project.
4.4 Coordinated Projects
4.4.1 Lions Park Construction Coordination with the 2021 Street Improvement
Project
The Hugo Lions Park project includes full redevelopment of the existing park site to include the
expanded property to the west as a result of the new Finale Avenue alignment. The new park site
design is reflective of the City of Hugo’s vision of creating a community destination park meant to
be a space for gatherings, events and celebrations. The primary development areas are located
along the perimeter of the park and surround an interior open lawn space.
Park site improvements include:
A strategically aligned park pavilion building opposite of City Hall that will include indoor
meeting rooms and support spaces such as restrooms, staff room and a serving kitchen.
Numerous outdoor gathering spaces surround the new pavilion building.
A destination inclusive playground meeting the needs and desires of multiple age groups,
abilities and challenge levels.
An active use court area containing a single tennis court, double pickleball court, half
basketball court and some outdoor fitness equipment.
A relocated skate park to be placed on a concrete pad with the potential to create a more
custom skate feature in the future.
The proposed building improvements within the park will require water and sanitary sewer
services. The installation of these services will be completed during the adjacent street
reconstruction.
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 7
A bituminous ten-foot (10’) wide trail is shown along 147th Street and extending down Fitzgerald
Avenue to connect to the existing Hardwood Regional Trail along the north side of City Hall.
Numerous concrete walks extend around the park perimeter and provide connection to the new
amenities. These are primarily six-foot six-inches (6’6”) in width with varying widths around the
pavilion.
The parking lot between City Hall and the new pavilion is being redeveloped with expanded
parking opportunities in the lot, as well as along the side streets with a mixture of parallel and
pull-in style parking stalls. An off-street parking lot is identified in the northwest corner of the park.
The City hall parking lot and northwest Lions Park parking lot areas are proposed to be included
with the street improvement project bid package. Contractor coordination, similar nature of
improvements and construction staging will be improved with these aspects of the project being
included in the street improvement project bid package and will yield better bid pricing. Costs for
the parking lots are not included in this feasibility study but are included in the preliminary cost
estimates for the Lions Park Improvements.
4.4.2 CSAH 8 Water Reuse System Coordination with the 2021 Street
Improvement Project
The City of Hugo is proposing to construct a CSAH 8 stormwater reuse system that connects to
the existing irrigation system along the length of CSAH 8 west of TH 61. Other areas proposed to
be served by this water reuse system are 147th Street North, Finale Avenue, City Hall, Keystone
Place, Hugo Gardens and Lion’s Park. The proposed improvements to extend the reuse system
will include the installation of approximately 1,600 feet of non-potable watermain. Grant funding
for this portion of the project has been secured through the Rice Creek Watershed District,
Metropolitan Council, and the Minnesota Board of Water & Soil Resources (BWSR).
The portions of the trunk water reuse facility that lie within the 2021 Street Improvement project
area are proposed to be included in the 2021 Street Improvement Project bid package to aid in
coordination of work taking place in the area and reduce costs. Cost for these water reuse efforts
are not included in this feasibility study. Costs for these improvements are included in the overall
CSAH 8 water reuse estimates and will be funded by grants received and the City’s stormwater
fund.
4.5 Right-of-Way/Easements
Easements will be required along the east end of 147th Street to allow for reconstruction to Minnesota
State Aid Standards. The easements on the north side of 147th Street will include both permanent and
temporary form. Temporary easements will be required along the south side of 147th Street east of
Fitzgerald Avenue and along both sides of Fitzgerald Avenue from 147th Street to 146th Street to facilitate
construction where existing right-of-way is constrictive. Discussions with property owners has begun and
will continue should the project move forward.
4.6 Permits/Approvals
The anticipated permits and approvals required, and the respective regulatory agencies are listed below:
City of Hugo............................................................................RCWD Permit/Wetlands
Rice Creek Watershed District (City) ............................................. Drainage Crossing
MN Pollution Control Agency NPDES...........................................Erosion/Stormwater
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 8
4.7 Construction Access/Staging
The contractor will be responsible for providing access to all properties throughout the project. The
proposed methods of pavement rehabilitation will typically allow residents to drive on the roadway surface
during construction. Adequately signed detours will be identified to direct traffic around the construction
zones and notify users of the increased truck and construction activity. Detours will be used only if
absolutely necessary to ensure the safety of residents and construction workers alike.
Construction of the parking lot serving City Hall is proposed to be staged to allow for some level of
parking throughout the project.
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 9
5 FINANCING
5.1 Opinion of Probable Cost
A detailed opinion of probable cost is included in Appendix B of this report. The opinion of probable cost
is based on projected construction costs for 2021 and includes a 10% contingency and 25% indirect
costs. The indirect costs include engineering, legal, and administrative costs associated with the project.
The project costs are summarized as follows:
2021 Downtown Improvements
City of Hugo, MN
Project Costs
Improvements Total
Schedule A. Surface Improvements $2,428,300.00
Schedule B. Watermain Improvements $164,300.00
Schedule C. Sanitary Sewer Improvements $46,600.00
Schedule D. Storm Sewer Improvements $834,300.00
Schedule E. Oneka Turn Lane Improvements $183,300.00
Total Improvements $3,656,800.00
5.2 Funding
Funding for the project will be provided through assessments to benefiting properties, City Street Funds,
and the City’s Municipal State Aid Funds. The proposed funding is outlined as follows:
2021 Downtown Improvements
City of Hugo, MN
Project Funding
Improvements City Fund MSA Fund Assessments Total
Schedule A.
Surface Improvements $783,460.00 $1,317,300.00 $264,840.00 $2,365,600.00
Schedule B.
Watermain Improvements $227,000.00 $0.00 $0.00 $227,000.00
Schedule C. Sanitary Sewer
Improvements $46,600.00 $0.00 $0.00 $46,600.00
Schedule D. Storm Sewer
Improvements $374,700.00 $459,600.00 $0.00 $834,300.00
Schedule E. Oneka Turn
Lane Improvements $0.00 $183,300.00 $0.00 $183,300.00
Total Improvements $1,431,760.00 $1,960,200.00 $264,840.00 $3,656,800.00
5.3 Preliminary Assessment Roll
Assessments will be levied to the benefiting properties as outlined in Minnesota Statute 429 and the
City’s Assessment Policy. A detailed preliminary assessment roll is included in Appendix C. The
assessment rate on single-family residential properties for roadway reclamation projects is as follows:
Complete Roadway Reconstruction.......................................................$5,200/unit
Properties adjacent to the project roadways, will be assessed only for one unit. Corner properties are
assessed one-half unit per adjacent project roadway. So, if only one of the roadways adjacent to a
property is being reconstructed, the total assessment will be only one-half of a unit at this time.
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 10
A Special Benefit Analysis was completed for five non-residential properties within the project area. The
properties consist of commercial, vacant, and cemetery use and will be assessed per the results of the
benefit analysis.
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 11
6 NECESSITY AND EFFECTIVENESS
The improvements proposed in this study are necessary, cost-effective, and feasible. The reconstruction
of the streets provides the City with a cost-effective means of continuing the City’s street improvement
efforts and providing an adequate means of transportation for residents. These improvements will
provide a longer lasting street section needing less maintenance over the expected service life.
The proposed improvements constitute a project large enough to provide a competitive bidding
environment, economy of scale, and are therefore deemed to be cost-effective.
Based on the information contained within this report, the proposed improvements as described can be
considered necessary, cost-effective, and feasible from an engineering standpoint.
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 12
7 PROJECT SCHEDULE
The proposed schedule for the 2021 Downtown Improvements is as follows:
Authorize Preparation of Feasibility Report..................................................................July 21, 2020
Neighborhood Meeting ...........................................................................................September 2020
Receive Feasibility Report..........................................................................................February 2021
Public Hearing/Consider Ordering Project......................................................................March 2021
Plans and Specifications Preparation (MNDOT submittals)..............................................April 2021
Neighborhood Open House with Plans..............................................................................April 2021
Approve Plans and Specifications and Authorize Bidding .................................................May 2021
Project Bid Opening..........................................................................................................June 2021
Award Construction Contract............................................................................................June 2021
Construction .................................................................................................June – November 2021
Assessment Hearing...............................................................................November/December 2021
Feasibility Report
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000 Page 13
8 FEASIBILITY AND RECOMMENDATION
The 2021 Downtown Improvements consists of pavement reconstruction, localized subgrade corrections,
and drainage improvements. The estimated cost of the street improvement project is $3,656,800.
Based on the information contained within this report, the proposed improvements as described can be
considered necessary, cost-effective, and feasible from an engineering perspective. WSB recommends
construction of the proposed improvements as detailed in this report. The economic feasibility of this
project will be determined by the City Council.
Feasibility Report Appendix
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000
APPENDIX A
Figure 1 – Project Location Map
Figure 2 – Street Typical Sections
Figure 3 – Turn Lane Typical Section
Figure 4 – Lions Park Improvements Exhibit
Figure 5 – County Road 8 Stormwater Reuse Project Exhibit
)s
UPPER 146TH ST N
150THST N
FOREST BLVD N147TH ST N
146TH ST N
145TH ST NFINLEY AVE NFINALE AVE NFLAYAVENFITZGERALD AVE NONE K A P K W Y N
149 T H STNFRENCHMANRDONEKAPKW YEgg Lake
1 inch = 450 f eet Document Path: K:\015887-000\GIS\Maps\Figure1_ProjectLocation.mxd Date Saved: 1/26/2021 6:33:33 AM2021 Downtown Street Improvement ProjectHugo, MN
Project NameStreet R econstru ction ProjectOneka Parkway Turn Lane ConstructionCounty R oad 8 Stormwater Reuse ProjectLions Park Improvem ent Project
Figure 1 - Project Location Map 0 450Feet¯
WSB PROJECT NO.:K:\015887-000\Cad\Exhibits\FIGURE-2-TYPICAL.dwg 1/26/2021 1:35:20 PM015887-000
2021 DOWNTOWNIMPROVEMENT PROJECTHUGO, MINNESOTAFIGURE 2-TYPICAL
SECTIONS
CL
RIGHT OF WAY2.00%
147TH STREET NORTH
RIGHT OF WAY2.00%
RIGHT OF WAY VARIESRIGHT OF WAY VARIES
11.5' BITUMINOUS 11.5' BITUMINOUS
VARIES
6" SELECT TOPSOIL BORROW
(MODIFIED) & BLOWN COMPOST
SEED (SEE SPECIFICATIONS)
VARIES
6" SELECT TOPSOIL BORROW
(MODIFIED) & BLOWN COMPOST
SEED (SEE SPECIFICATIONS)
CL
RIGHT OF WAY1 1/2" TYPE SP 9.5 BITUMINOUS WEARING
COURSE MIXTURE (2,C) SPWEA240C
2 1/2" TYPE SP 12.5 BITUMINOUS WEARING
COURSE MIXTURE (2,C) SPWEB230C
8" RECLAIMED/AGGREGATE BASE MEETING CLASS 5
GRADATION, CLASS 5, OR RECYCLED EQUAL (MNDOT 3138)
2357 BITUMINOUS TACK COAT
2.00%
FLAY AVENUE N, FITZGERALD AVENUE N, FINLEY AVENUE N
UPPER 146TH STREET N, 146TH STREET N
RIGHT OF WAY2.00%
RIGHT OF WAY VARIESRIGHT OF WAY VARIES
10.5' BITUMINOUS 10.5' BITUMINOUS
APPROVED SUBGRADE
VARIES
6" SELECT TOPSOIL BORROW
(MODIFIED) & BLOWN COMPOST
SEED (SEE SPECIFICATIONS)
VARIES
6" SELECT TOPSOIL BORROW
(MODIFIED) & BLOWN COMPOST
SEED (SEE SPECIFICATIONS)
8' BITUMINOUS TRAIL 5.17' BLVD
2" TYPE SP 9.5 BITUMINOUS WEARING COURSE
MIXTURE (2,C) SPWEA240C
2 1/2" TYPE SP 12.5 BITUMINOUS WEARING
COURSE MIXTURE (2,C) SPWEB230C
8" RECLAIMED/AGGREGATE BASE MEETING CLASS 5
GRADATION, CLASS 5, OR RECYCLED EQUAL (MNDOT 3138)
2357 BITUMINOUS TACK COAT
24" SELECT GRANULAR BORROW
3" TYPE SP 9.5 BITUMINOUS WEARING COURSE
MIXTURE (2,B) SPWEA240B
6" CLASS 5 AGGREGATE 100% CRUSHED
LIMESTONE QUARRY OR
RECLAIMED/RECYCLED EQUAL MEETING A
CLASS 5 GRADATION (Mn/DOT 3138)
CL
RIGHT OF WAY2.00%
FITZGERALD AVENUE N
RIGHT OF WAY2.00%
RIGHT OF WAY VARIESRIGHT OF WAY VARIES
11' BITUMINOUS 11' BITUMINOUS
SURMOUNTABLE
CONCRETE CURB &
GUTTER
VARIES
6" SELECT TOPSOIL BORROW
(MODIFIED) & BLOWN COMPOST
SEED (SEE SPECIFICATIONS)1 1/2" TYPE SP 9.5 BITUMINOUS WEARING
COURSE MIXTURE (2,C) SPWEA240C
2 1/2" TYPE SP 12.5 BITUMINOUS WEARING
COURSE MIXTURE (2,C) SPWEB230C
8" RECLAIMED/AGGREGATE BASE MEETING CLASS 5
GRADATION, CLASS 5, OR RECYCLED EQUAL (MNDOT 3138)
2357 BITUMINOUS TACK COAT
APPROVED SUBGRADE
SURMOUNTABLE
CONCRETE CURB &
GUTTER
VARIES
6" SELECT TOPSOIL BORROW
(MODIFIED) & BLOWN COMPOST
SEED (SEE SPECIFICATIONS)
B618 CONCRETE
CURB AND GUTTER
B618 CONCRETE
CURB AND GUTTER
B618 CONCRETE
CURB AND GUTTER
B618 CONCRETE
CURB AND GUTTER
WSB PROJECT NO.:K:\015887-000\Cad\Exhibits\FIGURE-2-TYPICAL.dwg 1/26/2021 1:36:13 PM015887-000
2021 DOWNTOWNIMPROVEMENT PROJECTHUGO, MINNESOTAFIGURE 3-TYPICAL
SECTIONS
CL
2.00%
147TH STREET NORTH, ONEKA
RIGHT OF WAY VARIES
EXISTING BITUMINOUS
VARIES
6" SELECT TOPSOIL BORROW
(MODIFIED) & BLOWN COMPOST
SEED (SEE SPECIFICATIONS)2" TYPE SP 9.5 BITUMINOUS WEARING COURSE
MIXTURE (2,C) SPWEA240C
2 1/2" TYPE SP 12.5 BITUMINOUS WEARING
COURSE MIXTURE (2,C) SPWEB230C
8" RECLAIMED/AGGREGATE BASE MEETING CLASS 5
GRADATION, CLASS 5, OR RECYCLED EQUAL (MNDOT 3138)
2357 BITUMINOUS TACK COAT
24" SELECT GRANULAR BORROW
EXISTING CONCRETE
CURB AND GUTTER
B618 CONCRETE
CURB AND GUTTER
12' TURN LANE
RIGHT OF WAYREMOVE EXISTING
CONCRETE CURB
AND GUTTER
K:\016969-000\Graphics\Site DD\016969_Site Plan_Enlargements_Revised ParkingLions Park |
Hugo, Minnesota
January 13, 2021 | WSB Project number: 016969-000 Scale in Feet
160’0’80’40’20’
Overall Site Plan
147TH ST N
FITZGERALD AVEUPPER 146TH STFINALE AVE NPARALLEL PARKING(APPROX 9 STALLS)
10’ BITUMINOUS TRAIL
OPEN LAWN AREA
6.5’ CONCRETE WALK/TRAIL LOOP
OPEN LAWN AREA
PARKING AREA(APPROX. 57 STALLS)
COURT AREA (SEE ENLARGEMENT)
MONUMENT WALL WITH OPTIONAL SIGN/ SEATING AREA
STORAGE BUILDING
PARALLEL PARKING (APPROX. 10 STALLS)
PARALLEL PARKING (APPROX. 7 STALLS)
PROPOSED ROAD ALIGNMENT
REGIONAL TRAIL CONNECTION
PARKING AREA(APPROX. 77 STALLS)PROPOSED PARK BUILDING(SEE ENLARGEMENT)
PARKING AREA (APPROX. 33 STALLS)
PLAYGROUND AREA(SEE ENLARGEMENT)
MONUMENT SIGN
BERM/SCREENING
MEMORIAL AREA
INFORMAL BALLFIELD
SKATE AREA
EXISTING CITY HALL
Feasibility Report Appendix
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000
APPENDIX B
Opinion of Probable Cost
WSB Project:2021 Downtown Improvements Design By:JBP
Project Location:City of Hugo Checked By:KAK
City Project No.:
WSB Project No:015887-000 Date:1/27/2021
ITEM
NO.
MN/DOT
SPECIFICATION
NO.
DESCRIPTION UNITS ESTIMATED
QUANTITY UNIT PRICE TOTAL
1 2021.501 MOBILIZATION L S 1 132,700.00$ 132,700.00$
2 2021.601 CONTRACTOR COORDINATION L S 1 5,000.00$ 5,000.00$
3 2101.505 CLEARING ACRE 0.5 10,000.00$ 5,000.00$
4 2101.505 GRUBBING ACRE 0.5 10,000.00$ 5,000.00$
5 2101.524 CLEARING TREE 70 250.00$ 17,500.00$
6 2101.524 GRUBBING TREE 70 250.00$ 17,500.00$
7 2104.503 REMOVE CONCRETE CURB L F 100 5.00$ 500.00$
8 2104.503 REMOVE RETAINING WALL L F 10 50.00$ 500.00$
9 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 200 6.50$ 1,300.00$
10 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 940 5.00$ 4,700.00$
11 2104.503 SALVAGE FENCE L F 620 15.00$ 9,300.00$
12 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 14200 2.00$ 28,400.00$
13 2104.518 REMOVE CONCRETE WALK S F 220 5.00$ 1,100.00$
14 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES L S 1 5,000.00$ 5,000.00$
15 2105.601 DEWATERING L S 1 10,000.00$ 10,000.00$
16 2106.507 EXCAVATION - COMMON (P)C Y 13050 12.00$ 156,600.00$
17 2106.507 EXCAVATION - MUCK C Y 2600 15.00$ 39,000.00$
18 2106.507 SELECT GRANULAR EMBANKMENT (CV) (P)C Y 2200 22.00$ 48,400.00$
19 2106.507 SELECT GRANULAR EMBANKMENT (CV)C Y 2600 22.00$ 57,200.00$
20 2112.519 SUBGRADE PREPARATION ROAD STA 56 200.00$ 11,200.00$
21 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 100 150.00$ 15,000.00$
22 2130.523 WATER MGAL 70 50.00$ 3,500.00$
23 2211.507 AGGREGATE BASE (CV) CLASS 5 (P)C Y 8450 24.00$ 202,800.00$
24 2331.603 JOINT ADHESIVE L F 12400 1.00$ 12,400.00$
25 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 1040 3.50$ 3,640.00$
26 2360.504 TYPE SP 9.5 WEARING COURSE MIX (2,C) 3.0" THICK S Y 900 40.00$ 36,000.00$
27 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,C)TON 2110 70.00$ 147,700.00$
28 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C)TON 2980 68.00$ 202,640.00$
29 2411.618 MODULAR BLOCK RETAINING WALL S F 40 85.00$ 3,400.00$
30 2504.602 IRRIGATION SYSTEM REPAIR EACH 7 500.00$ 3,500.00$
31 2504.602 ADJUST GATE VALVE AND BOX EACH 7 500.00$ 3,500.00$
32 2505.601 UTILITY COORDINATION L S 1 2,500.00$ 2,500.00$
33 2521.518 3" BITUMINOUS WALK S F 19500 2.00$ 39,000.00$
34 2521.518 6" CONCRETE WALK S F 700 8.00$ 5,600.00$
35 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 700 85.00$ 59,500.00$
36 2531.603 CONCRETE CURB & GUTTER DES B618 L F 11600 16.00$ 185,600.00$
37 2531.603 CONCRETE RIBBON CURB L F 800 26.00$ 20,800.00$
38 2531.618 TRUNCATED DOMES S F 110 50.00$ 5,500.00$
39 2540.602 MAIL BOX EACH 3 50.00$ 150.00$
40 2540.602 MAIL BOX SUPPORT EACH 6 100.00$ 600.00$
41 2540.602 TEMPORARY MAIL BOX EACH 24 100.00$ 2,400.00$
42 2557.602 REPAIR DOG FENCE EACH 3 500.00$ 1,500.00$
43 2557.603 INSTALL FENCE L F 620 25.00$ 15,500.00$
44 2563.601 TRAFFIC CONTROL L S 1 20,000.00$ 20,000.00$
45 2564.518 SIGN PANELS TYPE C S F 170 50.00$ 8,500.00$
46 2564.602 SIGN PANELS TYPE SPECIAL EACH 24 250.00$ 6,000.00$
47 2571.524 CONIFEROUS TREE 8' HT B&B TREE 10 650.00$ 6,500.00$
48 2571.524 DECIDUOUS TREE 2.5" CAL B&B TREE 10 650.00$ 6,500.00$
49 2572.510 PRUNE TREES HOUR 30 200.00$ 6,000.00$
50 2573.501 STABILIZED CONSTRUCTION EXIT L S 1 5,000.00$ 5,000.00$
51 2573.501 EROSION CONTROL SUPERVISOR L S 1 2,500.00$ 2,500.00$
52 2573.502 STORM DRAIN INLET PROTECTION EACH 60 150.00$ 9,000.00$
53 2573.503 SILT FENCE, TYPE MS L F 5600 2.00$ 11,200.00$
54 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 5600 3.00$ 16,800.00$
55 2574.507 COMMON TOPSOIL BORROW C Y 3760 22.00$ 82,720.00$
56 2574.508 FERTILIZER TYPE 3 L B 980 5.00$ 4,900.00$
57 2575.504 ROLLED EROSION PREVENTION CATEGORY 20 S Y 2500 5.00$ 12,500.00$
58 2575.504 HYDRAULIC STABILIZED FIBER MATRIX L B 16260 1.50$ 24,390.00$
59 2575.505 SEEDING ACRE 4.7 2,500.00$ 11,750.00$
60 2575.508 SEED MIXTURE 25-151 L B 580 5.00$ 2,900.00$
61 2582.503 12" SOLID LINE PAINT L F 50 5.00$ 250.00$
62 2582.503 4" SOLID LINE PAINT L F 700 1.00$ 700.00$
63 2582.503 4" DBL SOLID LINE PAINT L F 4100 1.50$ 6,150.00$
64 2582.518 CROSSWALK PAINT S F 220 8.00$ 1,760.00$
SCHEDULE A. - SURFACE IMPROVEMENTS
OPINION OF PROBABLE COST
WSB Project:2021 Downtown Improvements Design By:JBP
Project Location:City of Hugo Checked By:KAK
City Project No.:
WSB Project No:015887-000 Date:1/27/2021
ITEM
NO.
MN/DOT
SPECIFICATION
NO.
DESCRIPTION UNITS ESTIMATED
QUANTITY UNIT PRICE TOTAL
SCHEDULE A. - SURFACE IMPROVEMENTS
OPINION OF PROBABLE COST
65 2582.518 PVT MSSG PAINT S F 60 8.00$ 480.00$
66 APS PUSH BUTTON L S 1 20,000.00$ 20,000.00$
67 STREET LIGHTING L S 1 55,000.00$ 55,000.00$
SCHEDULE A. - SURFACE IMPROVEMENTS CONSTRUCTION TOTAL 1,850,130.00$
CONTINGENCY TOTAL (5%)92,506.50$
SCHEDULE A. - SURFACE IMPROVEMENTS SUBTOTAL 1,942,636.50$
INDIRECT COST TOTAL (25%)485,659.13$
SCHEDULE A. - SURFACE IMPROVEMENTS TOTAL 2,428,295.63$
WSB Project:2021 Downtown Improvements Design By:JBP
Project Location:City of Hugo Checked By:KAK
City Project No.:
WSB Project No:015887-000 Date:1/27/2021
ITEM
NO.
MN/DOT
SPECIFICATION
NO.
DESCRIPTION UNITS ESTIMATED
QUANTITY UNIT PRICE TOTAL
SCHEDULE A. - SURFACE IMPROVEMENTS
OPINION OF PROBABLE COST
68 2104.502 REMOVE HYDRANT EACH 6 500.00$ 3,000.00$
69 2104.503 REMOVE WATERMAIN L F 60 20.00$ 1,200.00$
70 2504.602 CONNECT TO EXISTING WATER MAIN EACH 8 1,000.00$ 8,000.00$
71 2504.602 HYDRANT EACH 7 4,500.00$ 31,500.00$
72 2504.602 6" GATE VALVE & BOX EACH 7 1,500.00$ 10,500.00$
73 2504.603 6" WATERMAIN DUCTILE IRON CL 52 L F 40 60.00$ 2,400.00$
74 2504.608 DUCTILE IRON FITTINGS L B 700 10.00$ 7,000.00$
75 2104.502 ABANDON WATER MAIN L F 600 10.00$ 6,000.00$
76 2104.502 REMOVE WATER SERVICE AND CURB STOP EACH 3 100.00$ 300.00$
77 2504.601 TEMPORARY WATER SERVICE L S 1 5,000.00$ 5,000.00$
78 2504.602 8" GATE VALVE & BOX EACH 3 2,200.00$ 6,600.00$
79 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 3 250.00$ 750.00$
80 2504.602 1" CURB STOP & BOX EACH 3 350.00$ 1,050.00$
81 2504.602 1" CORPORATION STOP EACH 3 250.00$ 750.00$
82 2504.603 8" WATERMAIN DUCTILE IRON CL 52 L F 600 60.00$ 36,000.00$
83 2504.603 1" TYPE K COPPER PIPE LIN FT 90 35.00$ 3,150.00$
84 2504.604 4" POLYSTYRENE INSUALTION S Y 40 50.00$ 2,000.00$
SCHEDULE B. - WATERMAIN IMPROVEMENTS CONSTRUCTION TOTAL 125,200.00$
CONTINGENCY TOTAL (5%)6,260.00$
SCHEDULE B. - WATERMAIN IMPROVEMENTS SUBTOTAL 131,460.00$
INDIRECT COST TOTAL (25%)32,865.00$
SCHEDULE B. - WATERMAIN IMPROVEMENTS TOTAL 164,325.00$
85 2104.502 REMOVE CASTING EACH 14 $250.00 3,500.00$
86 2506.502 CASTING ASSEMBLY EACH 14 $650.00 9,100.00$
87 2506.502 CHIMNEY SEAL EACH 14 $350.00 4,900.00$
88 2506.602 RECONSTRUCT MANHOLE EACH 4 $2,000.00 8,000.00$
89 MISC. REPAIRS L S 1 10,000.00$ 10,000.00$
SCHEDULE C. - SANITARY SEWER IMPROVEMENTS CONSTRUCTION TOTAL 35,500.00$
CONTINGENCY TOTAL (5%)1,775.00$
SCHEDULE C. - SANITARY SEWER IMPROVEMENTS SUBTOTAL 37,275.00$
INDIRECT COST TOTAL (25%)9,318.75$
SCHEDULE C. - SANITARY SEWER IMPROVEMENTS TOTAL 46,593.75$
90 2104.502 REMOVE DRAINAGE STRUCTURE EACH 24 500.00$ 12,000.00$
91 2104.503 REMOVE SEWER PIPE (STORM)L F 2530 10.00$ 25,300.00$
92 2451.507 COARSE AGGREGATE BEDDING (LV) C Y 400 50.00$ 20,000.00$
93 2501.502 18" RC PIPE APRON EACH 1 1,300.00$ 1,300.00$
94 2501.502 27" RC PIPE APRON EACH 1 5,000.00$ 5,000.00$
95 2501.602 TRASH GUARD FOR 18" PIPE APRON EACH 1 250.00$ 250.00$
96 2501.602 TRASH GUARD FOR 27" PIPE APRON EACH 1 500.00$ 500.00$
97 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 3420 50.00$ 171,000.00$
98 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 250 52.00$ 13,000.00$
99 2503.503 24" RC PIPE SEWER DES 3006 CL III L F 540 62.00$ 33,480.00$
100 2503.503 27" RC PIPE SEWER DES 3006 CL III L F 350 68.00$ 23,800.00$
101 2503.503 30" RC PIPE SEWER DES 3006 CL III L F 210 72.00$ 15,120.00$
102 2503.503 72" RC PIPE SEWER DES 3006 CL III L F 120 100.00$ 12,000.00$
103 2503.602 CONNECT TO EXISTING STORM SEWER EACH 3 1,000.00$ 3,000.00$
104 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 EACH 26 2,500.00$ 65,000.00$
105 2506.502 CONST DRAINAGE STRUCTURE DES 48-4020 L F 120 350.00$ 42,000.00$
106 2506.502 CONST DRAINAGE STRUCTURE DES 60-4020 L F 70 650.00$ 45,500.00$
107 2506.502 CONST DRAINAGE STRUCTURE DES 72-4020 L F 20 1,000.00$ 20,000.00$
108 2506.502 CHIMNEY SEAL EACH 35 350.00$ 12,250.00$
109 2506.502 CASTING ASSEMBLY EACH 35 650.00$ 22,750.00$
110 2511.507 RANDOM RIPRAP CLASS III C Y 30 200.00$ 6,000.00$
111 EXCAVATION - POND C Y 4800 18.00$ 86,400.00$
SCHEDULE D. - STORM SEWER IMPROVEMENTS CONSTRUCTION TOTAL 635,650.00$
CONTINGENCY TOTAL (5%)31,782.50$
SCHEDULE D. - STORM SEWER IMPROVEMENTS SUBTOTAL 667,432.50$
INDIRECT COST TOTAL (25%)166,858.13$
SCHEDULE D. - STORM SEWER IMPROVEMENTS TOTAL 834,290.63$
SCHEDULE B. - WATERMAIN IMPROVEMENTS
SCHEDULE C. - SANITARY SEWER IMPROVEMENTS
SCHEDULE D. - STORM SEWER IMPROVEMENTS
WSB Project:2021 Downtown Improvements Design By:JBP
Project Location:City of Hugo Checked By:KAK
City Project No.:
WSB Project No:015887-000 Date:1/27/2021
ITEM
NO.
MN/DOT
SPECIFICATION
NO.
DESCRIPTION UNITS ESTIMATED
QUANTITY UNIT PRICE TOTAL
SCHEDULE A. - SURFACE IMPROVEMENTS
OPINION OF PROBABLE COST
112 2104.502 SALVAGE LIGHTING UNIT EACH 2 250.00$ 500.00$
113 2104.502 REMOVE DRAINAGE STRUCTURE EACH 2 500.00$ 1,000.00$
114 2104.503 REMOVE CONCRETE CURB L F 680 5.00$ 3,400.00$
115 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 160 3.50$ 560.00$
116 2104.518 REMOVE BITUMINOUS WALK S F 6100 3.50$ 21,350.00$
117 2106.507 COMMON EXCAVATION C Y 1010 22.00$ 22,220.00$
118 2106.507 SELECT GRANULAR EMBANKMENT (CV)C Y 670 28.00$ 18,760.00$
119 2211.507 AGGREGATE BASE (CV) CLASS 5 (P)C Y 200 28.00$ 5,600.00$
120 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,C)TON 100 75.00$ 7,500.00$
121 2360.509 TYPE SP 12.5 WEARING COURSE MIX (2,C)TON 240 72.00$ 17,280.00$
122 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 30 50.00$ 1,500.00$
123 2504.602 IRRIGATION SYSTEM REPAIR EACH 2 500.00$ 1,000.00$
124 2506.502 CONST DRAINAGE STRUCTURE DES 48-4020 L F 4 350.00$ 1,400.00$
125 2506.502 ADJUST FRAME AND RING CASTING EACH 1 500.00$ 500.00$
126 2506.602 RECONSTRUCT MANHOLE EACH 1 2,000.00$ 2,000.00$
127 2521.518 3" BITUMINOUS WALK S F 4500 3.00$ 13,500.00$
128 2521.518 6" CONCRETE WALK S F 200 8.00$ 1,600.00$
129 2531.603 CONCRETE CURB & GUTTER DES B618 L F 610 22.00$ 13,420.00$
130 2531.618 TRUNCATED DOMES S F 40 50.00$ 2,000.00$
131 2545.503 2" NON-METALLIC CONDUIT L F 50 5.00$ 250.00$
132 2545.602 INSTALL LIGHTING UNIT EACH 2 500.00$ 1,000.00$
133 2571.524 TRANSPLANT TREE (SPADE SIZE 48")EACH 6 500.00$ 3,000.00$
134 2582.503 4" SOLID LINE PAINT L F 300 1.00$ 300.00$
SCHEDULE E. - ONEKA TURN LANE IMPROVEMENTS CONSTRUCTION TOTAL 139,640.00$
CONTINGENCY TOTAL (5%)6,982.00$
SCHEDULE E. - ONEKA TURN LANE IMPROVEMENTS SUBTOTAL 146,622.00$
INDIRECT COST TOTAL (25%)36,655.50$
SCHEDULE E. - ONEKA TURN LANE IMPROVEMENTS TOTAL 183,277.50$
SCHEDULE E. - ONEKA TURN LANE IMPROVEMENTS
Feasibility Report Appendix
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000
APPENDIX C
Assessment Map
Preliminary Assessment Roll
150TH ST N
FA
IRP
OI
NTDRN146TH ST N
UPPER 146TH ST N
148TH ST N
FINLEY AVE NFLAYAVENFITZGERALD AVE N145TH ST NFIN
A
LE
AVE
N
FOREST BLVD N147TH STN
ONEKAPKWYFRENCHMANRD
8
3
4
5 6 7 9
10 11 12 13 14
15
16 17 18 19 20 21 32 33
343527262423
22
36
37
38 39402831
41
4243293044 45 46
57 56
59
53
58
47
25
55 485449
505251
2
1
61
60
Project Location
Assessed Parcels
0 400Feet¯Assessed Parcels Map2021 Downtown Improvement Project AreaHugo, MN Document Path: K:\015887-000\GIS\Maps\AssessmentMap.mxd Date Saved: 9/30/2020 11:40:28 AM1 inch = 400 feet
WSB Project:2021 Downtown Street Improvement Project
Project Location:City of Hugo Single Family Full Roadway Reconstruction:5,200.00$
WSB Project No.:015887-000 /Unit
Date:1/26/2021
MapID PIN PROPERTY ADDRESS OWNER OWNER ADDRESS UNITS ROADWAY
ASSESSMENT
1 2003121230058 HUGO MN LAVALLE MARVIN J & JUDITH E 3282 VELVET ST HINCKLEY MN 55037 0.0 -$
2 2003121230057 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 0.5 2,600.00$
3 2003121230054 5421 146TH ST N HUGO MN 55038 HERMANN KENNETH R & GINA T 5421 146TH ST HUGO MN 55038 0.5 2,600.00$
4 2003121230043 HUGO MN DRAKE DOUGLAS W & MARY J PO BOX 221 HUGO MN 55038 0.0 -$
5 2003121230041 5443 146TH ST N HUGO MN 55038 DRAKE DOUGLAS W & MARY J PO BOX 221 HUGO MN 55038 1.0 5,200.00$
6 2003121230040 5455 146TH ST N HUGO MN 55038 RIVARD MARCEL H JR & LINDA M 5455 146TH ST N HUGO MN 55038 1.0 5,200.00$
7 2003121230039 14556 FINLEY AVE N HUGO MN 55038 BIRCH RONALD C 14556 FINLEY AVE N HUGO MN 55038 1.0 5,200.00$
8 2003121230049 5476 145TH ST N HUGO MN 55038 SAWACKE NORMAN N & PAULA K 5476 145TH ST N HUGO MN 55038 0.5 2,600.00$
9 2003121230053 5490 145TH ST N HUGO MN 55038 KAMMAN PHILIP LEROY 5490 145TH ST HUGO MN 55038 0.67 3,484.00$
10 2003121230052 5511 146TH ST N HUGO MN 55038 O'CONNOR JILL F & MARK R 5511 146TH ST N HUGO MN 55038 1.0 5,200.00$
11 2003121230051 5519 146TH ST N HUGO MN 55038 ELBAZ TANJA 5519 146TH ST N HUGO MN 55038 1.0 5,200.00$
12 2003121230050 5543 146TH ST N HUGO MN 55038 LOKKEN ANDREW 5543 146TH ST N HUGO MN 55038 1.0 5,200.00$
13 2003121240062 5557 146TH ST N HUGO MN 55038 MARIER JOSEPH 5566 N 145TH ST HUGO MN 55038 1.0 5,200.00$
14 2003121240061 HUGO MN MARIER TREFFLE J & EMA O PO BOX 75 HUGO MN 55038 --2,600.00$ *
15 2003121240060 HUGO MN MARIER T J PO BOX 75 HUGO MN 55038 --4,005.00$ *
16 2003121230036 5430 146TH ST N HUGO MN 55038 CIRESI MICHAEL & PAMELA 5430 146TH ST N HUGO MN 55038 0.5 2,600.00$
17 2003121230037 5452 146TH ST N HUGO MN 55038 THIELBAR SARAH ANNE PO BOX 328 HUGO MN 55038 1.0 5,200.00$
18 2003121230038 5470 146TH ST N HUGO MN 55038 LEMAY THOMAS J & SALLY A DESCHANE LEMAY 5470 146TH ST N HUGO MN 55038 1.0 5,200.00$
19 2003121230029 5500 146TH ST N HUGO MN 55038 LEGROS TREVOR 5500 146TH ST N HUGO MN 55038 1.0 5,200.00$
20 2003121230030 5510 146TH ST N HUGO MN 55038 RINEHART JAMES W & PAMELA J RINEHART 5971 MALLARD PONDS DR WHITE BEAR LAKE MN 55110 1.0 5,200.00$
21 2003121230031 14590 FITZGERALD AVE N HUGO MN 55038 MIREAULT MIKE 14590 FITZGERALD AVE HUGO MN 55038 1.0 5,200.00$
22 2003121230021 14624 FITZGERALD AVE N HUGO MN 55038 MARIER STEVEN J 14624 FITZGERALD AVE HUGO MN 55038 1.0 5,200.00$
23 2003121230026 HUGO MN MARIER STEVEN J 14624 FITZGERALD AVE HUGO MN 55038 0.0 -$
24 2003121230027 5519 UPPER 146TH ST N HUGO MN 55038 ERHARDT GARY J & NANCY E 5519 UPPER 146TH ST HUGO MN 55038 1.0 5,200.00$
25 2003121230055 14620 FINLEY AVE N HUGO MN 55038 ROED SHAWN R 14620 FINLEY AVE N HUGO MN 55038 1.0 5,200.00$
26 2003121230034 5445 UPPER 146TH ST N HUGO MN 55038 BAILEY TYLER 5445 UPPER 146TH ST N HUGO MN 55038 1.0 5,200.00$
27 2003121230035 14617 FINALE AVE N HUGO MN 55038 TREPANIER TROY 14617 FINALE AVE N HUGO MN 55038 0.5 2,600.00$
28 2003121230024 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 0.5 2,600.00$
29 2003121230023 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 0.5 2,600.00$
30 2003121230022 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
31 2003121230025 5524 UPPER 146TH ST N HUGO MN 55038 CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
32 2003121240066 5558 146TH ST N HUGO MN 55038 MARIER T JOSEPH 5582 146TH ST N HUGO MN 55038 --7,374.75$ *
33 2003121240065 5582 146TH ST N HUGO MN 55038 MARIER T JOSEPH 5582 146TH ST N HUGO MN 55038 --10,776.00$ *
34 2003121240022 HUGO MN MARIER T JOSEPH 5582 146TH ST N HUGO MN 55038 0.0 -$
35 2003121240021 14609 FITZGERALD AVE N HUGO MN 55038 MARIER T JOSEPH 5582 146TH ST N HUGO MN 55038 1.0 5,200.00$
36 2003121240020 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
37 2003121240006 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
38 2003121240013 14669 FITZGERALD AVE N HUGO MN 55038 CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
39 2003121240016 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
40 2003121240014 14683 FITZGERALD AVE N HUGO MN 55038 RAINER PETER C & BRENDA L 14683 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
41 2003121240017 HUGO MN RAINER PETER C & BRENDA L 14683 FITZGERALD AVE N HUGO MN 55038 0.0 -$
42 2003121240010 14719 FITZGERALD AVE N HUGO MN 55038 LARSON ERIC J 14719 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
43 2003121240007 HUGO MN QUINN MICHAEL J 14739 FITZGERALD AVE N HUGO MN 55038 0.0 -$
44 2003121240008 14739 FITZGERALD AVE N HUGO MN 55038 QUINN MICHAEL J 14739 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
45 2003121240071 5583 147TH ST N HUGO MN 55038 BERNIER STEVEN J 5583 147TH ST N HUGO MN 55038 1.0 5,200.00$
46 2003121240011 5601 147TH ST N HUGO MN 55038 JANSEN GLENN F & MARIE A 5601 147TH ST N HUGO MN 55038 1.0 5,200.00$
47 2003121210029 5616 147TH ST N HUGO MN 55038 GRANGER & GRANGER LLP 53 1ST ST SE FOREST LAKE MN 55025 1.0 5,200.00$
48 2003121210028 14793 FLAY AVE N HUGO MN 55038 MARIER MATTHEW V 14793 FLAY AVE N HUGO MN 55038 1.0 5,200.00$
49 2003121210027 14795 FLAY AVE N HUGO MN 55038 GERTEN PAUL & SUSAN 14795 FLAY AVE N HUGO MN 55038 1.0 5,200.00$
50 2003121210026 14819 FLAY AVE N HUGO MN 55038 BRUNOTTE BETTY J 14819 FLAY AVE N HUGO MN 55038 1.0 5,200.00$
51 2003121210025 14847 FLAY AVE N HUGO MN 55038 REIMER JEANNINE M 14847 FLAY AVE N HUGO MN 55038 1.0 5,200.00$
52 2003121210034 14830 FLAY AVE N HUGO MN 55038 GRANGER DARRELL A & MARLENE 14830 FLAY AVE N HUGO MN 55038 1.0 5,200.00$
53 2003121210033 14816 FLAY AVE N HUGO MN 55038 KENT TYLER P & REBEKAH S 14816 FLAY AVE N HUGO MN 55038 1.0 5,200.00$
54 2003121210032 14804 FLAY AVE N HUGO MN 55038 PASTORIUS ZACHARY J 14804 FLAY AVE N HUGO MN 55038 1.0 5,200.00$
55 2003121210031 14792 FLAY AVE N HUGO MN 55038 MARIER JEFFREY A 14792 FLAY AVE N HUGO MN 55038 1.0 5,200.00$
56 2003121210030 14770 FLAY AVE N HUGO MN 55038 SHIELDS ROBERT L & FRANCES D 14770 FLAY AVE N HUGO MN 55038 1.0 5,200.00$
57 2003121210001 5558 147TH ST N HUGO MN 55038 GERDESMEIER MARY E PO BOX 358 HUGO MN 55038-0358 1.0 5,200.00$
58 2003121220001 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
59 2003121220002 HUGO MN ST JOHN BAPT CATH 14383 FOREST BLVD HUGO MN 55038 --5,200.00$ *
60 2003121220007 HUGO MN CITY OF HUGO 14669 FITZGERALD AVE N HUGO MN 55038 1.0 5,200.00$
61 1903121110087 HUGO MN LAVALLE MARVIN J & JUDITH E 3282 VELVET ST HINCKLEY MN 55037 0.0 -$
TOTAL:264,839.75$
* - Assessment value obtained by Special Benefit Analysis
Preliminary Assessment Roll
Residential
Feasibility Report Appendix
2021 Downtown Improvements
City of Hugo, MN
WSB Project No. 015887-000
APPENDIX D
Geotechnical Report
GEOTECHNICAL REPORT
2021 STREET IMPROVEMENTS
HUGO, MINNESOTA
September 30, 2020
Prepared for:
City of Hugo
14669 Fitzgerald Avenue North
Hugo, MN 55038
WSB PROJECT NO. 015887-000
GEOTECHNICAL REPORT
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000
2021 STREET IMPROVEMENTS
HUGO, MINNESOTA
FOR
CITY OF HUGO
September 30, 2020
GEOTECHNICAL REPORT
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000
CERTIFICATION
I hereby certify that this plan, specification, or report was prepared by me or
under my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the State of Minnesota.
Mark W. Osborn, PE
Date: September 30, 2020 Lic. No. 41362
540 GATEWAY BLVD | BURNSVILLE, MN | 55337 | 952.737.4660 | WSBENG.COM September 30, 2020
City of Hugo
c/o Mr. Jeff Pearson
WSB
701 Xenia Avenue – Suite 300
Golden Valley, Minnesota 55416
Re: Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No.: 015887-000
We have conducted a geotechnical subsurface exploration program for the above referenced
project. This report contains our soil boring logs, an evalu ation of the conditions encountered in
the borings and our recommendations subgrade improvements, pavement section, and other
geotechnical related design and construction considerations.
If you have questions concerning this report or our recommendations , or for construction material
testing for this project, please call us at 952.737.4660.
Sincerely,
WSB
Mark Osborn, PE Darin Hyatt, PE
Senior Geotechnical Engineer Senior Geotechnical Engineer
Attachment:
Geotechnical Report
MWO/tw
TABLE OF CONTENTS
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000
TITLE SHEET
CERTIFICATION SHEET
LETTER OF TRANSMITTAL
TABLE OF CONTENTS
1. INTRODUCTION ................................................................................................................................... 1
Project Location ......................................................................................................................... 1
Project Description .................................................................................................................... 1
Purpose and Project Scope of Services .................................................................................... 1
2. PROCEDURES ..................................................................................................................................... 2
2.1 Boring Layout and Soil Sampling Procedures ........................................................................... 2
2.2 Groundwater Measurements and Borehole Abandonment ....................................................... 2
2.3 Boring Log Procedures and Qualifications ................................................................................ 2
3. EXPLORATION RESULTS .................................................................................................................. 3
3.1 Site and Geology ....................................................................................................................... 3
3.2 Subsurface Soil and Groundwater Conditions .......................................................................... 3
3.3 Strength Characteristics ............................................................................................................ 4
3.4 Groundwater Conditions ............................................................................................................ 4
4. ENGINEERING ANALYSIS AND RECOMMENDATIONS .................................................................. 6
4.1 Discussion ................................................................................................................................. 6
4.2 Backfill and Fill Selection and Compaction ............................................................................... 6
4.3 Pavement Subgrade Preparation and Stability ......................................................................... 6
4.4 Pavement Area .......................................................................................................................... 7
4.5 Utilities ....................................................................................................................................... 7
4.6 Dewatering................................................................................................................................. 8
4.7 Construction Considerations ..................................................................................................... 8
4.8 Construction Safety ................................................................................................................... 8
4.9 Cold Weather Construction ....................................................................................................... 8
4.10 Field Observation and Testing................................................................................................... 8
4.11 Plan Review and Remarks ........................................................................................................ 9
5. STANDARD OF CARE ....................................................................................................................... 10
Appendix A
Soil Boring Exhibit
Logs of Test Borings
Symbols and Terminology on Test Boring Log
Notice to Report Users Boring Log Information
Unified Soil Classification System (USCS)
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 1
1. INTRODUCTION
Project Location
The borings were located along portions of 146th Street North, Upper 146th Street North, 147th Street
North, Finale Avenue North, Finley Avenue North, and Flay Avenue in Hugo, Minnesota. The
approximate soil boring locations can be found on the Soil Boring Exhibit in Appendix A.
Project Description
It is proposed to reconstruct the existing bituminous roadways, except the portion of Finale Avenue North
from Upper 146th Street North to 147th Street North which will be rerouted to the west to allow for
expansion of Lions Park and the new section of 147th Street North located west of Finale Avenue.
We understand that the vertical and horizontal alignment of the roadways (other than the rerouted portion
of Finale Avenue and new section of 147th Street North) will remain similar to existing conditions.
We understand that new utilities will be constructed along these roadways at the same time as the
pavement reconstruction and new pavement placement.
Purpose and Project Scope of Services
Jeff Pearson with WSB authorized this scope of service on behalf of the City of Hugo. In order to assist
the design team in preparing plans and specifications, we have developed recommendations for
subgrade improvements and pavements. As such, we have completed a subsurface exploration program
and prepared a geotechnical report for the referenced site. This stated purpose was a significant factor in
determining the scope and level of service provided. Should the purpose of the report change the report
immediately ceases to be valid and use of it without WSB’s prior review and written authorization should
be at the user’s sole risk.
Our authorized scope of work has been limited to:
1. Clearing underground utilities utilizing Gopher State One Call.
2. Mobilization / demobilization of a truck mounted drill rig.
3. Drilling 9 standard penetration borings to 14 ½ foot depths.
4. Sealing the borings per Minnesota Department of Health procedures.
5. Perform soil classification and analysis.
6. Review of available project information and geologic data.
7. Providing this geotechnical report containing:
a. Summary of our findings.
b. Discussion of subsurface soil and groundwater conditions and how they may a ffect the
proposed utilities and pavements.
c. Estimated R-value of the soils.
d. Recommended pavement section.
e. A discussion of soils for use as structural fill and site fill.
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 2
2. PROCEDURES
2.1 Boring Layout and Soil Sampling Procedures
WSB completed 9 standard penetration soil borings along the proposed roadway reconstruction area.
The borings were staked by a handheld GPS device for horizontal locations. The approximate boring
locations are shown on the Soil Boring Exhibit in Appendix A which is an aerial photo. The ground
surface elevations at the borings were estimated by using LIDAR data with 2-foot contours. These maps
should be accurate to within +/- one foot (1’) provided ground surface modifications at this site have not
been completed since LIDAR data was obtained.
We completed the borings on July 29 and August 21, 2020 with a truck-mounted CME-55 drill rig
operated by a two-person crew. The drill crew advanced the borings using continuous hollow stem
augers. The drilling information is provided on the boring logs.
Generally, the drill crew sampled the soil in advance of the aug er tip at two and one-half (2 ½) foot
intervals to the termination depth of the boring. The soil samples were obtained using a split -barrel
sampler which was driven into the ground during standard penetration tests in accordance with ASTM D
1586, Standard Method of Penetration Test and Split-Barrel Sampling of Soils. The materials
encountered were described on field logs and representative samples were containerized and transported
to our laboratory for further observation and testing.
The samples were visually observed to estimate the distribution of grain sizes, plasticity, consistency,
moisture condition, color, presence of lenses and seams, and apparent geologic origin. We classified the
soils according to type using the Unified Soil Classification System (USCS). A chart describing the USCS
is included in Appendix A.
2.2 Groundwater Measurements and Borehole Abandonment
The drill crew observed the borings for free groundwater while drilling and after completion of the borings.
These observations and measurements are noted on the boring logs. The crew then backfilled the
borings to comply with Minnesota Department of Health regulations.
2.3 Boring Log Procedures and Qualifications
The subsurface conditions encountered by the borings are illustrated on the Logs of Test Borings in
Appendix A. Similar soils were grouped into the strata shown on the boring logs, and the appropriate
estimated USCS classification symbols were also added. The depths and thickness of the subsurface
strata indicated on the boring logs were estimated from the drill ing results.
The transition between materials (horizontal and vertical) is approximate and is usually far more gradual
than shown. Information on actual subsurface conditions exists only at the specific locations indicated
and is relevant only to the time exploration was performed. Subsurface conditions and groundwater
levels at other locations may differ from conditions found at the in dicated locations. The nature and
extent of these conditions would not become evident until exposed by construction excavation. These
stratification lines were used for our analytical purposes and, due to the aforementioned limitations,
should not be used as a basis of design or construction cost estimates.
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 3
3. EXPLORATION RESULTS
3.1 Site and Geology
The borings were completed through the existing pavement section, with the exception of Boring B-1 and
B-3 which were completed in planned future roadway areas. Based on a review of MnTOPO contours,
boring elevations ranged from about 930 to 933 feet with the exception of Boring B-1 which was at an
elevation of about 910 feet.
Geologic origins can be difficult to determine solely from boring samples. We referenced online geologic
data of the area and used our experience to help determine geologic origin of the soils, however only a
detailed geologic exploration would accurately determine the geologic history of the site.
The Washington County Geologic Atlas indicates the surficial geology of the area is mostly glacial
stratified deposits consisting of sand, silty and clayey sand, and gravels. These soils are locally
interbedded with silt and glacial till deposits.
3.2 Subsurface Soil and Groundwater Conditions
The boring profile generally consisted of the pavement section or topsoil materials overlying fills and
glacial outwash soils.
Pavement Section
The bituminous sections encountered in the borings ranged from 2 to 4 inches in thickness. The
aggregate base section encountered in the borings ranged from 4 to 8 inches in thickness. Borings B-1
and B-3 were not completed within a pavement area, and no discernable aggregate base section was
observed at Boring B-4 below the bituminous pavement.
Organics
At Boring B-1, we encountered organic clays at the surface that extended to a depth of about 2 feet below
grade. These topsoil deposits were black in color and generally moist.
Fills
At Borings B-2, B-4, B-6, B-7, and B-8 we noted fill materials below the pavement section. These fills
consisted of sands that were generally moist.
Glacial Outwash
Below the pavement section, fills, and organic clays, we encountered glacial outwash soils that consisted
mostly of sands that were light brown to dark brown in color and moist to wet to waterbearing. At Boring
B-1 we noted silts with sand at a depth of about 12 ½ feet to termination depth that were gray in color and
saturated.
Table 1 below presents the existing roadway pavement section and subgrade prof iles.
Table 1: Pavement Section and Subgrade Soils
Boring No.
Bituminous
Thickness
(inches)
Aggregate
Base
Thickness
(inches)
Subgrade Soils
(Upper 4 feet)
B-1 n/a n/a Organic Clay, Sand
B-2 4 2 Fill (Sand), Sand
B-3 n/a n/a Sand
B-4 4 n/a Fill (Sand)
B-5 3 8 Sand
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 4
B-6 3 ½ 8 Fill (Sand), Sand
B-7 3 8 Fill (Sand), Sand
B-8 2 8 Fill (Sand), Sand
B-9 4 10 Sand
n/a – indicates that bituminous or aggregate base materials were not encountered.
3.3 Strength Characteristics
The penetration resistance N-values of the materials encountered were recorded during drilling and are
indicated as blows per foot (BPF). Those values provide an indication of soil strength characteristics and
are located on the boring log sheets. Also, visual-manual classification techniques and apparent moisture
contents were also utilized to make an engineering judgment of the consistency of the materials.
Table 2 presents a summary of the penetration resistances in the soils for the borings complet ed and
remarks regarding the material strengths of the soils.
Table 2: Penetration Resistances
Soil Type Classification Penetration
Resistances Remarks
Fill Mostly SP 1 to 16 BPF Variable compaction
Glacial Outwash SP, ML WH to 11 BPF Very loose to medium dense
WH indicates that the weight of the hammer was able to drive the sampler 2 feet into the soils
and that no penetration blows were required.
The preceding is a generalized description of soil conditions at this site. Variations from the generalized
profile exist and should be assessed from the boring logs, the normal geologic character of the deposits,
and the soils uncovered during site excavation.
3.4 Groundwater Conditions
WSB took groundwater level readings in the exploratory borings, reviewed the data obtained, and
discussed its interpretation of the data in the text of the report. Note that groundwater levels may
fluctuate due to seasonal variations (e.g. precipitation, snowmelt and rainfall) and/or other factors not
evident at the time of measurement. Table 3 below is a summary of the estimated water levels at our
borings.
Table 3: Groundwater Measurements
Boring No. Ground Surface
Elevation
Estimated Depth to
Groundwater
Estimated Groundwater
Elevation
PB-1 910 9 901
PB-2 930 12 918
PB-3 931 9 922
PB-4 933 10 923
PB-5 932 8 924
PB-6 932 9 923
PB-7 932 8 924
PB-8 932 7 925
PB-9 932 8 924
n/a – indicates ground water was not encountered. Elevations are rounded to the highest ½ foot.
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 5
The shallow groundwater could present an issue to excavations and pla cement of utilities.
The bore holes were only left open a short period of time, and groundwater levels may not have
stabilized. However, given the predominate sand subsurface conditions it is our opinion that the water
levels measured in our borings likely correspond to the groundwater level.
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 6
4. ENGINEERING ANALYSIS AND RECOMMENDATIONS
4.1 Discussion
No information was provided to us regarding density tests or excavation observations for the existing fills
encountered at the boring locations. Generally, fills that are not documented are recommended for
removal and replacement with an engineered fill. However, our borings did not encounter deleterious
materials within or beneath the fill. It appears that these fills were placed as utility backfill or for the
pavement subgrade area. Based on the soil borings and our understanding of these fills, it is our opinion
that the risk of construction upon them is relatively low.
Organic soils and vegetated root zones are not suitable for structural support and should be removed
from the roadway fill areas.
Based on the results of our borings, the glacially deposited soils generally appear capable of supporting
the pavements and utilities.
It is our opinion that groundwater could be encountered by excavations at this site and could affect
construction of utilities. Dewatering may be required during utility placement.
4.2 Backfill and Fill Selection and Compaction
The on-site non-organic soils may be reused as backfill and fill provided, they are moisture conditioned
and can be compacted to their specified densities. Wet soils that are excavated would need to be dried
before reuse as an engineered fill. We recommend use of a minimum of 2 feet of clean coarse sand with
less than 50 percent passing the #40 sieve and less than 5 percent passing the #200 sieve when
backfilling the bottom of a wet excavation.
Backfills with cobbles larger than six inches (6”) should not be placed within 3 feet of grading grade or in
contact with utilities. We recommend that clayey soils be moisture conditioned to within +/-2 percent of
the optimum moisture content as determined from their standard Proctor tests (ASTM D-698). Fill should
be spread in lifts of 8 to 12 inches, depending on the size and type of compaction equipment used.
Table 4 provides the recommended compaction levels.
Table 4: Recommended Level of Compaction for Backfill and Fill
Area Percent of Standard Proctor
Maximum Dry Density
Pavement: Within 3 feet of bottom of aggregate base
Within 3-foot radius of vertical utility structure
100
Pavement: Greater than 3 feet below aggregate base 95
Utility Trench 95
Landscaping (non-structural) 90
4.3 Pavement Subgrade Preparation and Stability
The soils at the bottom of the excavation should be prepared in accordance with MnDOT Specification
2112, Subgrade Preparation. If the subgrade preparation operations encounter unstable soils, we
recommend removing these unsuitable materials and replacing them with Select Grading Material
(MnDOT 2105.1.A.6). If the on-site soils cannot be moisture conditioned and compacted as
recommended, additional measures, such as placement of additional sand subbase or a section of
coarse breaker run aggregate, can be completed to provide a firm base for subsequent fill placement.
Before placement of the sand subbase, the final subgrade should have proper stability within three
vertical feet of grading grade (grade which contacts the bottom of the aggregate base). This will generally
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 7
be achieved in fill areas with proper compaction of embankment materials and in cut areas through
proper subgrade preparation. The stability of the pavement subgrade should be evaluated prior to
placement of the sand subbase using the test roll procedure (MnDOT 2111), except a fully loaded tandem
axle dump truck or a full water truck should be utilized for the proof roll. If unstable soils are found under
the test roll, these soils should be improved by means of scarification, moisture conditioning, and re-
compaction, or by subcutting and replacement.
4.4 Pavement Area
Once the site has been prepared as recommended, we anticipate the prepared subgrade soils will consist
mostly of sands. Based on the MnDOT Flexible Pavement Guide from 2017, the R-values of the
subgrade soils would generally be 70. Due to the presence of fills and normal diversity within glacially
deposited soils, we used a design R-value of 50 for the roadway.
Traffic volumes were not available for the roadways. Based on our experience with similar roadways, we
estimated the Equivalent Single Axle Loads (ESAL’s) to be about 50,000. Our design is based on a
standard twenty (20) year design life of the pavement section and a 10-ton design.
Based on MnDOT’s FlexPave excel design utilizing granular equivalent charts, we recommend the
pavement section indicated below in Table 5.
Table 5: Recommended Flexible Pavement Section
Section Thickness (inches) Granular Equivalent
Bituminous Course, MnDOT 2360 SPWEB340C 2 4.5
Bituminous Course, MnDOT 2360 SPWEB340C 2 4.5
Aggregate Base, MnDOT 3138 (Class 5, 5Q, or 6) 8 8
Subgrade Preparation, MnDOT 2112 Yes -
TOTAL - 21
We recommend limiting Recycled Asphalt Pavement (RAP) within the upper wear course to a maximum
of 10 percent in order to minimize cracking. We have assumed a traffic level of 3 in our design to provide
resistance to rutting.
Aggregate base placement for pavement support should meet the gradation and quality requirements for
Class 5, 5Q, or 6 per MnDOT specification 3138. Aggregate base material should be compacted to 100
percent of its standard Proctor maximum dry density.
Within several years after initial paving, some thermal shrinkage cracks will develop. We recommend
routine maintenance be performed to improve pavement performance and increase pavement life.
Pavement should be sealed with a liquid bitumen sealer to ret ard water intrusion into the base course and
subgrade. Localized patch failures may also develop where trucks or buses turn on the pavement. When
these occur, they should be cut out and patch repaired.
The pavement sections above provide options to meet the ESAL requirements. Other pavement design
options would be acceptable as well as long as they meet the minimum requirements for bituminous
thickness, aggregate base thickness, and can meet the ESAL requirements.
4.5 Utilities
Invert elevations for the watermain and sanitary sewer are anticipated to be between 8 and 12 feet below
grade. Based on the borings, the subgrade soils for the utilities will consist chiefly of sands.
Underground utilities are expected to be installed by backhoes completing th e excavations and placing
fills. Soil compactors should be used to compact the fill in even lifts to the specified densities.
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 8
Based on our borings dewatering during excavation and installation of utilities should be anticipated.
4.6 Dewatering
Groundwater was encountered in the borings at relatively shallow excavations. Groundwater could enter
the excavations during placement of utilities. Where excavations are to depths of less than 2 feet below
the groundwater table, sumps and pumps can likely be utilized for dewatering. Where excavations
exceed 2 feet below the groundwater table, we recommend consideration of sand point wells to dewater
the area.
4.7 Construction Considerations
Good surface drainage should be maintained throughout the work so that the site is not vulnerable to
ponding during or after a rainfall. If water enters the excavations, it should be promptly removed prior to
further construction activities. Under no circumstances should fill or concrete be placed into standing
water.
Soil corrections at this site for pavement subgrades may not be continuous. We recommend tapering the
fills back to native soils at a ten to one (10:1) slope.
4.8 Construction Safety
All excavations should comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P
“Excavations and Trenches”. This document states that excavation safety is the responsibility of the
contractor. Reference to this OSHA requirement should be included in the job specifications.
The responsibility to provide safe working conditions on this site, for earthwork, construction, or any
associated operations is solely that of the contractor. This responsibility is not borne in any manner by
WSB.
4.9 Cold Weather Construction
It is our understanding that construction is unlikely to occur during the winter months. However, if the
construction does continue into the winter months, we recommend the following guidelines.
Roadbed embankments should not be constructed during periods when the embankment material freezes
while being placed and compacted, nor should embankment material be placed on soil that is frozen to a
depth greater than 4 inches. When the soils are frozen to a depth exceeding 4 inches, at a time when
weather conditions are such that embankment construction could be co ntinued without the material
freezing as it is being placed and compacted, the contractor may be permitted to excavate the frozen soil
and proceed with the embankment construction for so long as the weather will permit. The frozen soils
should be pulverized or replaced with other suitable soils to construct the embankments as specified.
Only unfrozen fill should be used.
4.10 Field Observation and Testing
The soil conditions illustrated on the Logs of Test Borings in Appendix A are indicative of the conditions
only at the boring locations.
WSB also recommends a representative number of field density tests be taken in engineered fill and
backfill placed to aid in judging its suitability. Fil l placement and compaction should be monitored and
tested to determine that the resulting fill and backfill conforms to specified density, strength or
compressibility requirements. We recommend at least one compaction test for every 150 feet of utility
trench at a vertical interval of two (2) feet. Prior to use, proposed fill and backfill material should be
submitted to the WSB laboratory for testing to verify compliance with recommendations and project
specifications.
Dynamic Cone Penetrometer (DCP) tests can be completed in the aggregate base in lieu of density
testing. We recommend following MnDOT Specification 2211.3.D.2.c.
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 9
WSB would be pleased to provide the advised field observation, monitoring and testing services during
construction.
4.11 Plan Review and Remarks
The observations, recommendations and conclusions described in this report are based primarily on
information provided to WSB, obtained from our subsurface exploration, our experience, several
assumptions and the scopes of service developed for this project and are for the sole use of our client.
We recommend that WSB be retained to perform a review of final design drawing and specifications to
evaluate that the geotechnical engineering report has not been misinterpreted. Should there be c hanges
in the design or location of the structures related to this project or if there are uncertainties in the report
we should be notified. We would be pleased to review project changes and modify the recommendations
in this report or provide clarification in writing.
The entire report should be kept together; for example, boring logs should not be removed and placed in
the specifications separately.
The boring logs and related information included in this report are indicators of the subsurface conditions
only at the specific locations indicated on the Soil Boring Exhibit and times noted on the Logs of Test
Boring sheets in Appendix A. The subsurface conditions, including groundwater levels, at other
locations on the site may differ significantly from conditions that existed at the time of sampling and at the
boring locations.
The test borings were completed by WSB solely to obtain indications of subsurface conditions as part of a
geotechnical exploration program. No services were performed to evaluate subsurface environmental
conditions.
WSB has not performed observations, investigations, explorations, studies or testing that are not
specifically listed in the scope of service. WSB should not be liable for failing to discover any condition
whose discovery required the performance of services not authorized by the Agreement.
Geotechnical Report
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000 Page 10
5. STANDARD OF CARE
The recommendations and opinions contained in this report are based on our professional judgment. The
soil testing and geotechnical engineering services performed for this project have been performed with
the level of skill and diligence ordinarily exercised by reputable members of the same profession under
similar circumstances, at the same time and in the same or a similar locale. No warranty, either
expressed or implied, is made.
Geotechnical Report Appendix A
2021 Street Improvements
Hugo, Minnesota
WSB Project No. 015887-000
APPENDIX A
Soil Borings Exhibit
Logs of Test Borings
Symbols and Terminology on Test Boring Log
Notice to Report Users Boring Log Information
Unified Soil Classification Sheet (USCS)
3 1/4" HSA 0' - 13'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Topsoil
Outwash
-
11
10
5
9
9
OL
SP
SP
ML
ORGANIC CLAY WITH SAND, black, moist
SAND, light brown, moist, loose
- Clay lenses to 7 feet
SAND, fine grained, brownish gray, wet to
waterbearing at 9 feet, loose
SILT WITH SAND, gray, saturated, loose
End of Boring 14.5 ft.
N-Value Plot
7.50 15
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 5.514.510:00 am7/29/2020
START: 7/29/2020 END: 7/29/2020
Logged By:
MWONicholas DavisMETHOD
Notes:
Crew Chief:
9.0 901
PROJECT NAME: Street Imp 2021
LOG OF TEST BORING
PROJECT LOCATION: Hugo, MN BORING NUMBER B-1
PAGE 1 OF 1SURFACE ELEVATION: 910 ftCLIENT/WSB #: 015887-000
No.TYPE
GEOLOGIC
ORIGIN WLN
DrillingOperationUSCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV.
(ft)
909
908
907
906
905
904
903
902
901
900
899
898
897
896
ELEV.
(ft)
909
908
907
906
905
904
903
902
901
900
899
898
897
896
DESCRIPTION OF MATERIAL
11
10
5
9
9
3 1/4" HSA 0' - 13'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Outwash
-
2
6
8
8
2
Fill
SP
4" BITUMINOUS ASPHALT
2" AGGREGATE BASE: Sand with Gravel,
brown, moist
SAND, fine grained, moist
SAND, fine grained, brown, moist to wet to
waterbearing at 12 feet, loose to very loose
End of Boring 14.5 ft.
N-Value Plot
60 12
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
1314.512:25 pm7/29/2020
START: 7/29/2020 END: 7/29/2020
Logged By:
MWONicholas DavisMETHOD
Notes:
Crew Chief:
12.0 918
PROJECT NAME: Street Imp 2021
LOG OF TEST BORING
PROJECT LOCATION: Hugo, MN BORING NUMBER B-2
PAGE 1 OF 1SURFACE ELEVATION: 930 ftCLIENT/WSB #: 015887-000
No.TYPE
GEOLOGIC
ORIGIN WLN
DrillingOperationUSCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV.
(ft)
929
928
927
926
925
924
923
922
921
920
919
918
917
916
ELEV.
(ft)
929
928
927
926
925
924
923
922
921
920
919
918
917
916
DESCRIPTION OF MATERIAL
2
6
8
8
2
3 1/4" HSA 0' - 13'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Outwash
-
8
9
11
5
4
SP
SP
SAND, a few Roots, fine grained, dark brown,
moist
SAND, fine grained, yellowish brown, moist to
wet to waterbearing at 9 feet, loose to medium
dense to very loose
End of Boring 14.5 ft.
N-Value Plot
7.50 15
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 5.514.52:00 pm8/21/2020
START: 8/21/2020 END: 8/21/2020
Logged By:
MWOR. KurthMETHOD
Notes:
Crew Chief:
9.0 922
PROJECT NAME: Street Imp 2021
LOG OF TEST BORING
PROJECT LOCATION: Hugo, MN BORING NUMBER B-3
PAGE 1 OF 1SURFACE ELEVATION: 931 ftCLIENT/WSB #: 015887-000
No.TYPE
GEOLOGIC
ORIGIN WLN
DrillingOperationUSCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV.
(ft)
930
929
928
927
926
925
924
923
922
921
920
919
918
917
ELEV.
(ft)
930
929
928
927
926
925
924
923
922
921
920
919
918
917
DESCRIPTION OF MATERIAL
8
9
11
5
4
3 1/4" HSA 0' - 13'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Outwash
-
4
15
6
6
WH
Fill
SP
4" BITUMINOUS ASPHALT
Sand, brown, moist
SAND, fine grained, brown, wet to
waterbearing at 10 feet, loose to very loose
End of Boring 14.5 ft.
N-Value Plot
9.50 19
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 7.514.512:50 pm7/29/2020
START: 7/29/2020 END: 7/29/2020
Logged By:
MWONicholas DavisMETHOD
Notes:
Crew Chief:
10.0 923
PROJECT NAME: Street Imp 2021
LOG OF TEST BORING
PROJECT LOCATION: Hugo, MN BORING NUMBER B-4
PAGE 1 OF 1SURFACE ELEVATION: 933 ftCLIENT/WSB #: 015887-000
No.TYPE
GEOLOGIC
ORIGIN WLN
DrillingOperationUSCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV.
(ft)
932
931
930
929
928
927
926
925
924
923
922
921
920
919
ELEV.
(ft)
932
931
930
929
928
927
926
925
924
923
922
921
920
919
DESCRIPTION OF MATERIAL
4
15
6
6
3 1/4" HSA 0' - 13'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Outwash -
5
5
5
2
WH
SP
3" BITUMINOUS ASPHALT
8" AGGREGATE BASE: Sand with Gravel,
brown, moist
SAND, fine grained, brown to light brown,
moist to wet to waterbearing at 8 feet, loose to
very loose
End of Boring 14.5 ft.
N-Value Plot
4.50 9
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 5.514.51:24 pm7/29/2020
START: 7/29/2020 END: 7/29/2020
Logged By:
MWONicholas DavisMETHOD
Notes:
Crew Chief:
8.0 924
PROJECT NAME: Street Imp 2021
LOG OF TEST BORING
PROJECT LOCATION: Hugo, MN BORING NUMBER B-5
PAGE 1 OF 1SURFACE ELEVATION: 932 ftCLIENT/WSB #: 015887-000
No.TYPE
GEOLOGIC
ORIGIN WLN
DrillingOperationUSCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
ELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
DESCRIPTION OF MATERIAL
5
5
5
2
3 1/4" HSA 0' - 13'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Outwash
-
16
8
3
2
WH
Fill
SP
3 1/2" BITUMINOUS ASPHALT
8" AGGREGATE BASE: Sand with Gravel,
brown, moist
SAND, brown, moist
SAND, fine grained, brown, moist to wet to
waterbearing at 9 feet, very loose
End of Boring 14.5 ft.
N-Value Plot
100 20
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 5.514.51:55 pm7/29/2020
START: 7/29/2020 END: 7/29/2020
Logged By:
MWONicholas DavisMETHOD
Notes:
Crew Chief:
9.0 923
PROJECT NAME: Street Imp 2021
LOG OF TEST BORING
PROJECT LOCATION: Hugo, MN BORING NUMBER B-6
PAGE 1 OF 1SURFACE ELEVATION: 932 ftCLIENT/WSB #: 015887-000
No.TYPE
GEOLOGIC
ORIGIN WLN
DrillingOperationUSCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
ELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
DESCRIPTION OF MATERIAL
16
8
3
2
3 1/4" HSA 0' - 13'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Outwash
-
7
11
5
3
1
Fill
SP
SP
3" BITUMINOUS ASPHALT
8" AGGREGATE BASE: Sand with Gravel,
brown, moist
SAND, brown, moist
SAND, fine grained, brown to gray, wet to
waterbearing at 8 feet, loose
SAND, fine grained, brown, waterbearing, very
loose
End of Boring 14.5 ft.
N-Value Plot
7.50 15
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 5.514.52:30 pm7/29/2020
START: 7/29/2020 END: 7/29/2020
Logged By:
MWONicholas DavisMETHOD
Notes:
Crew Chief:
8.0 924
PROJECT NAME: Street Imp 2021
LOG OF TEST BORING
PROJECT LOCATION: Hugo, MN BORING NUMBER B-7
PAGE 1 OF 1SURFACE ELEVATION: 932 ftCLIENT/WSB #: 015887-000
No.TYPE
GEOLOGIC
ORIGIN WLN
DrillingOperationUSCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
ELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
DESCRIPTION OF MATERIAL
7
11
5
3
1
3 1/4" HSA 0' - 13'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Outwash
-
10
3
WH
WH
2
Fill
SP
2" BITUMINOUS ASPHALT
8" AGGREGATE BASE: Sand with Gravel,
brown, moist
SAND, brown, moist
SAND, fine grained, brown to dark brown,
moist to wet to waterbearing at 7 feet, very
loose
End of Boring 14.5 ft.
N-Value Plot
70 14
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 614.54:30 pm7/29/2020
START: 7/29/2020 END: 7/29/2020
Logged By:
MWONicholas DavisMETHOD
Notes:
Crew Chief:
7.0 925
PROJECT NAME: Street Imp 2021
LOG OF TEST BORING
PROJECT LOCATION: Hugo, MN BORING NUMBER B-8
PAGE 1 OF 1SURFACE ELEVATION: 932 ftCLIENT/WSB #: 015887-000
No.TYPE
GEOLOGIC
ORIGIN WLN
DrillingOperationUSCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
ELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
DESCRIPTION OF MATERIAL
10
3
2
3 1/4" HSA 0' - 13'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Outwash
-
3
3
5
5
1
SP
4" BITUMINOUS ASPHALT
10" AGGREGATE BASE: Sand with Gravel,
brown to dark brown, moist
SAND, fine grained, brown, moist to wet to
waterbearing at 8 feet, very loose to loose
- brown to gray, very loose
End of Boring 14.5 ft.
N-Value Plot
4.50 9
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 614.54:00 pm7/29/2020
START: 7/29/2020 END: 7/29/2020
Logged By:
MWONicholas DavisMETHOD
Notes:
Crew Chief:
8.0 924
PROJECT NAME: Street Imp 2021
LOG OF TEST BORING
PROJECT LOCATION: Hugo, MN BORING NUMBER B-9
PAGE 1 OF 1SURFACE ELEVATION: 932 ftCLIENT/WSB #: 015887-000
No.TYPE
GEOLOGIC
ORIGIN WLN
DrillingOperationUSCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
ELEV.
(ft)
931
930
929
928
927
926
925
924
923
922
921
920
919
918
DESCRIPTION OF MATERIAL
3
3
5
5
1
K:\012692-000\Admin\Meeting\LTR to Mayor and Council - CSAH 8 Reuse System.docx 178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM Memorandum
To: Honorable Mayor and Members of City Council, City of Hugo
From: Mark Erichson, City Engineer
Ray Theiler, PE WSB
Date: January 27, 2021
Re: Project Summary of County Road 8 Stormwater Reuse Project
WSB Project No. 012962-000
The City of Hugo (City) is a leader in the State of Minnesota for water stewardship and
conservation. The City follows a “reduce, reuse, and replenish” philosophy, which includes
implementing irrigation and infiltration systems that reduce runoff, improve water quality, and
replenish groundwater. By replenishing groundwater, Hugo’s regional stormwater reuse systems
provide benefits that extend beyond the City and watershed’s stormwater management
requirements.
In 2019 the City applied for the Rice Creek Watershed District (RCWD) Urban Stormwater
Remediation Cost-Share Program to fund the County Road 8 (CSAH 8) Stormwater Reuse
project. The City was awarded $100,000 to fund this project. In 2020, the City has been able to
expand its partnerships to include the RCWD, Metropolitan Council (MCES) and the Minnesota
Board of Water & Soil Resources (BWSR) to design and construct the County Road 8 (CSAH 8)
Stormwater Reuse system. The City has now procured grant funding from each partner to help
fund the project, totaling $542,400, with an additional $76,000 in grant funds still pending. To
obtain all the grant funding, the City is required to contribute $110,600 matching funds towards
the project’s design and construction. The total project costs are currently estimated to be
approximately $729,000.
Funding Source Amount
MCES Grant Funds $50,000
BWSR CWF Project and Practices Grant $392,400
Rice Creek Watershed District* $176,000
Cost Share Required by City $110,600
Total $729,000
*$76k in grant funds still pending
The CSAH 8 Stormwater Reuse System will reconnect irrigation systems, serving 22 acres along
CSAH 8, Lions Park, Keystone Place, Hugo Gardens, Lions Park, and City Hall, resulting in
improved surface water quality through phosphorus reduction, decreased groundwater demand,
and volume reduction. The CSAH 8 reuse system will pump water from the stormwater pond
located in the NE quadrant of CSAH 8 and Oneka Parkway to the existing and future irrigation
systems, conserving an estimated 14 million gallons of water annually. The attached figure
depicts the project area.
Honorable Mayor and Council
January 27, 2021
Page 2
K:\012692-000\Admin\Meeting\LTR to Mayor and Council - CSAH 8 Reuse System.docx
Tasks that will need to be completed to make this project successful will consist of the following:
1. Council action to authorize the design of the CSAH 8 Stormwater Reuse System.
2. Coordination with RCWD, MCES, BWSR, WSB, and City Staff during the development of
plans and specifications. Coordination with all partners during the development of plans
and specifications will ensure the project meets all requirements and is constructed as
intended.
3. Coordination with existing and future developments in a partnership agreement for the
use of the reuse system and payment terms.
Staff recommends City Council authorize preparation of plans and specifications for the CSAH
Water Reuse Improvement Project.
.
11/28/2021 4:05 PMHugo City CouncilSu Mo Tu We Th Fr Sa1234567 8 9 10 11 12 1314 15 16 17 18 19 2021 22 23 24 25 26 2728February 2021Su Mo Tu We Th Fr Sa1234567 8 9 10 11 12 1314 15 16 17 18 19 2021 22 23 24 25 26 2728 29 30 31March 2021February 2021Jan 31Feb 1234567:00pm Council Meets789101112136:30pm BOZA7:00pm Planning Comm141516171819207:00pm Council will need to reschedule orcancel5:30pm EDA6:30pm Hist. Comm.7:00pm Parks Comm212223242526275:00pm Burger Night (Legion)6:30pm BOZA7:00pm Planning Comm28Mar 123456SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY
21/28/2021 4:05 PMHugo City CouncilSu Mo Tu We Th Fr Sa1234567 8 9 10 11 12 1314 15 16 17 18 19 2021 22 23 24 25 26 2728 29 30 31March 2021Su Mo Tu We Th Fr Sa1234567891011 12 13 14 15 16 1718 19 20 21 22 23 2425 26 27 28 29 30April 2021March 2021Feb 28Mar 1234567:00pm Council Meets789101112136:30pm BOZA7:00pm Planning Comm141516171819207:00pm Council Meets5:30pm EDA6:30pm Hist. Comm.7:00pm Parks Comm212223242526275:00pm Burger Night (Legion)6:30pm BOZA7:00pm Planning Comm28293031Apr 123SUNDAY MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY