City Commission Packet 04-12-2022

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         CITY OF MUSKEGON
           CITY COMMISSION MEETING
                APRIL 12, 2022 @ 5:30 P.M.
     MUSKEGON CITY COMMISSION CHAMBERS
    933 TERRACE STREET, MUSKEGON, MI 49440


                                     AGENDA

□        CALL TO ORDER:
□        PRAYER:
□        PLEDGE OF ALLEGIANCE:
□        ROLL CALL:
□        HONORS, AWARDS, AND PRESENTATIONS:
□        PUBLIC COMMENT ON AGENDA ITEMS:
□        CONSENT AGENDA:
    A. Approval of Minutes         City Clerk
    B.   Taste of Muskegon Liquor License         City Clerk
    C. Poverty Exemption Policy Update            City Treasurer
    D. ARPA Standard Allowance           Finance
    E.   Amity Avenue Bridge       Public Works
    F.   H92036 – Houston, 9th Street to 3rd Street – Contract Award          Public
         Works
    G. Staffing Services Agreement (BGCML)                Public Works
    H. Staffing Service Agreement (enCompass)             Public Works
    I.   Equity Vision Statement City Manager
    J.   Youth Programming – COVID       Community and Neighborhood Services
    K. Youth Programming (Training) – COVID               Community and
       Neighborhood Services
    L.   Sale – 207 E. Walton, 283 E. Walton, and 692 W. Grand           Planning
    M. Sale of the West Half of 1991 Clinton to be combined with 1974 Peck Street
       Planning

                                            Page 1 of 2
    N. Sale – 1258 Wesley, 1364 Morgan, 1419 Ducey, 1428 Ducey, 1536 Ducey,
       1539 Ducey, 1556 Albert, 1561 Albert, and 1488 Ducey Planning
    O. Placer.ai Software Subscription Renewal                         Development Services
    P.   Arena Event Support                City Manager
    Q. Musketawa Trail Project – Change Order #002                             DPW/Engineering
    R.   Community Relations Committee Recommendations                                  City Clerk
□    PUBLIC HEARINGS:
    A. Industrial Facilities Tax Abatement Transfer – Lakeside Surfaces, LLC
       Planning
    B.    2022 Annual Action Plan Hearing                    Community and Neighborhood
         Services
□ UNFINISHED BUSINESS:
    A. Amendment to the Ride Muskegon Agreement                                City Manager
□ NEW BUSINESS:
    A. Amendment to the PUD at 1000 W Western (Hartshorn Village) Planning
    B.   City of Muskegon Housing Study and Needs Assessment RFP
         Development Services
□ ANY OTHER BUSINESS:
□ PUBLIC COMMENT ON NON-AGENDA ITEMS:
►        Reminder: Individuals who would like to address the City Commission shall do the following:
►        Fill out a request to speak form attached to the agenda or located in the back of the room.
►        Submit the form to the City Clerk.
►        Be recognized by the Chair.
►        Step forward to the microphone.
►        State name and address.
►        Limit of 3 minutes to address the Commission.
►        (Speaker representing a group may be allowed 10 minutes if previously registered with City Clerk.)

□ CLOSED SESSION:
□ ADJOURNMENT:
ADA POLICY: THE CITY OF MUSKEGON WILL PROVIDE NECESSARY AUXILIARY AIDS AND SERVICES TO INDIVIDUALS
WHO WANT TO ATTEND THE MEETING UPON TWENTY-FOUR HOUR NOTICE TO THE CITY OF MUSKEGON. PLEASE
CONTACT ANN MARIE MEISCH, CITY CLERK, 933 TERRACE STREET, MUSKEGON, MI 49440 OR BY CALLING (231) 724-
6705 OR TTY/TDD DIAL 7-1-1-22 TO REQUEST A REPRESENTATIVE TO DIAL (231) 724-6705.




                                                         Page 2 of 2
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: April 12, 2022            Title: Approval of Minutes

Submitted By: Ann Marie Meisch, MMC                Department: City Clerk

Brief Summary: To approve the minutes of the March 7, 2022 Worksession and March 8, 2022
Regular Meeting.



Detailed Summary: N/A




Amount Requested: N/A                            Amount Budgeted: N/A

Fund(s) or Account(s): N/A                       Fund(s) or Account(s): N/A

Recommended Motion: To approve the minutes.




For City Clerk Use Only:


Commission Action:
                               CITY OF MUSKEGON
                         CITY COMMISSION WORKSESSION

                                Monday, March 7, 2022
                                       5:30 p.m.
                              City Commission Chambers
                        933 Terrace Street, Muskegon, MI 49440

                                        MINUTES
2022-19

Present: Mayor Johnson, Vice Mayor German, Commissioners Gorman, Emory,
St.Clair, Hood, and Ramsey

Attorney General Opinion on Open Meetings Act

City Attorney, John Schrier, presented information on the recent opinion from
Michigan’s Attorney General on the Open Meetings Act. Staff shared ideas on how to
accommodate more public participation at city board and commission meetings and is
seeking input from the commission on which proposals to pursue.

Social Sandbox Concert Series Fundraiser Request

Mr. Terry Puffer, through his non-profit organization, Lakeshore Legacy Project, is
proposing a recurring concert series to take place downtown at the Downtown
Muskegon Development Corporation owned lot known as the Social Sandbox. The
organization is requesting the City agree to match their fundraising efforts to put on the
concerts.

Mr. Puffer is proposing a concert series citing the city’s Downtown Development
Authority in the document but is asking for any eligible city funds to assist as match
dollars. Staff is proposing that the commission determine willingness and limitation, if
any, to assisting with this event. Mr. Puffer was in attendance to present information on
the program and to answer questions.

This item will appear on the agenda on Tuesday, March 8, 2022 for further
consideration.

Ride Muskegon Operating Agreement

City staff updated the proposed operating agreement with Ride Muskegon, LLC to
operate a scooter rental business in the City and we are seeking approval. Ride
Muskegon, LLC is locally owned and operated. We have incorporated a number of
changes requested by the City Commission last year. This is latest the agreement can
reasonably be approved if they are to acquire the scooters in time for the summer
season. We are finalizing a list of locations and will have that available for the
Commission meeting.

This item will appear on the March 8, 2022 agenda for further consideration.

Neighborhood Engagement Training Proposal

Information was presented on a proposal to offer training that will educate our neighbors
on communication with staff, boards, and elected officials with the goal of strengthening
the representation and voice of our neighbors, especially those who rarely participate.

Laketon/Lakeshore Trail Connector

Staff is working towards submittal of a grant application to provide funding for
construction of a new non-motorized trail within the City along Sanford and Terrace
Streets that would serve as a connector between the Laketon and Lakeshore Trails. A
resolution of support for the grant application is on the agenda for tomorrow night and
staff is seeking commission/community feedback prior to the adoption and submittal.

Government Alliance on Race and Equity (GARE) Update

Staff presented updated information on progress with the Government Alliance on Race
and Equity work.

The leadership team has completed the pre-work and is working with the consultant
who is leading the Ottawa County team through the GARE program. The Core Team is
meeting more frequently to complete the assignments given by the consultant. Our must
recent effort is working toward creating an equity vision statement. The team
considered:
               • How do you define equity?
               • What are the desired results?
               • What would the results look like?
               • What are desired outcomes?
Our draft equity vision statement began with the city’s current vision statement and was
built through the exercises noted above.

Current vision statement: Muskegon, the Premier Shoreline Offering a Vibrant,
Affordable and Ethnically Diverse City where Citizens Feel Safe, Enjoy Their
Neighborhoods and Have Access to Their City Government.

Draft equity vision statement:      Muskegon is an ethnically diverse city where
everyone is valued as an individual, access to city services and programs is universal,
people are engaged in community building, and the diversity of the community is
reflected in the city’s businesses, events, boards, commissions, and staff.
Reorganization

Staff is seeking input on potential changes to the city staff’s organization.

The division heads have been discussing changes to the staff organization with
particular emphasis on changes to community engagement. Other small changes to
Public Safety and Development Services are planned as well. There are three main
options being presented to address community engagement, each with their own merits.

Option 1:     Create a new Community Support and Engagement Division which would
include three main functions – communications, city clerk, and parks and recreation

Option 2:    Create a Parks and Recreation Department within the Municipal Services
Division. Enhance communication efforts through additional staff in the Clerk’s office.

Option 3:    Create new Community Support and Engagement Division which would
oversee the City Clerk, small business incubators, and community engagement.
Enhance park management by adding an assistant parks supervisor.

The leadership team seeks input from the commission on the best direction forward to
enhance our outreach to and connection with the community. Leadership will work
together to determine details, phasing, and timing for implementation. Each option will
have budget impacts that need to be considered. Commissioners seemed to favor
Option 1.

Height Overlay District

The Imagine Muskegon Lake plan suggests creating a height overlay district on Nelson
Street to allow three-story houses to increase lake visibility. The Lakeside Form Based
Code allows three story residential buildings in the Lakeside Mixed Residential contact
area. The code was written in 2019 and used the Imagine Muskegon Lake
recommendation in the development of the ordinance. Staff is looking for approval from
the Commission to go to the next Beachwood-Bluffton neighborhood meeting to discuss
this proposal.


Public Comment:      Public comments were received.

Adjournment: The Worksession meeting adjourned at 9:15 p.m.

                                                  Respectfully Submitted,


                                                  Ann Marie Meisch, MMC – City Clerk
     CITY OF MUSKEGON
       CITY COMMISSION MEETING
            MARCH 8, 2022 @ 5:30 P.M.
   MUSKEGON CITY COMMISSION CHAMBERS
  933 TERRACE STREET, MUSKEGON, MI 49440


                                 MINUTES

The Regular Commission Meeting of the City of Muskegon was held at City Hall,
933 Terrace Street, Muskegon, Michigan at 5:30 p.m., Tuesday, March 8, 2022.
Pastor Tom Beetham, Lakeside Baptist Church, opened the meeting with prayer,
after which the Commission and public recited the Pledge of Allegiance to the
Flag.
ROLL CALL FOR THE REGULAR COMMISSION MEETING:
Present: Mayor Ken Johnson, Vice Mayor Willie German, Jr., Commissioners,
Teresa Emory, Rachel Gorman, Rebecca St.Clair, Eric Hood, and Michael
Ramsey, Deputy City Manager LeighAnn Mikesell, City Attorney John Schrier,
and City Clerk Ann Meisch.
HONORS, AWARDS, AND PRESENTATIONS:
      Muskegon County Bicycling Coalition
Ray McLeod, President of the Muskegon County Bicycling Coalition, spoke to
the City Commission. He and his wife started a couple of bicycling groups for all
types of cyclists. The group advocates by offering assistance with “passing”
ordinances and providing input on 5-year plans to cities in the area. They
appreciate the Lakeshore Trail and the Laketon Trail. The Coalition supports the
Lakeshore/Laketon Connector Trail that is on the agenda for a vote tonight. The
trails are also used by people that don’t consider themselves cyclists but do use
the trails and use their bikes as everyday transportation. They will also benefit
from this infrastructure.
PUBLIC COMMENT ON AGENDA ITEMS:             Public comments were received.
2022-20     CONSENT AGENDA:
  A. Approval of Minutes       City Clerk
SUMMARY OF REQUEST: To approve the minutes of the February 7, 2022
Worksession Meeting and the February 8, 2022 Regular Meeting.
STAFF RECOMMENDATION:          To approve the minutes.

                                        Page 1 of 10
  B.   Water Intake System Cleaning & Inspection             Public Works
SUMMARY OF REQUEST: Staff is requesting authorization to contract with Lindahl
Marine to clean and inspect the water intake system at the Water Filtration
Plant.
The Water Filtration Plant intake system permits the flow of water from Lake
Michigan into the water plant for treatment. This system includes a 60” diameter
pipeline that originates at the Water Plant and terminates at the bottom of Lake
Michigan, where it is protected with a crib structure.
The project is divided into two parts. The first part is an inspection using an ROV
to verify the integrity of over 5,000 feet of pipe. The second part involves a
professional diver performing an inspection and cleaning of the crib structure.
Growth of mussels on the crib structure is common, and this growth can
eventually lead to a reduction in water flow. The diver will also remove sediment
and debris from the bottom of a portion of the pipe, which helps maintain
adequate water flow and also improves water quality. The intake system was
last inspected in 2017.
Sealed bids were accepted until February 15, 2022. Three bids were received,
although one did not meet the requirements of the RFP. Staff recommends that
Lindahl Marine be awarded the contract as the lowest bidder with a proposal
that meets the requirements of the RFP. This project was budgeted as part of the
FY 2021-2022 capital improvements projects at the Water Filtration Plant.
       Contractor                                    Price
       Lindahl Marine                                $49,000.00
       Great Lakes Dock & Materials                  $81,287.00
AMOUNT REQUESTED:        $49,000             AMOUNT BUDGETED:               $75,000
FUND OR ACCOUNT:         591-92034-5346
STAFF RECOMMENDATION:          Authorize staff to contract with Lindahl Marine in
the amount of $49,000 for services related to the cleaning and inspection of the
water intake system at the Water Filtration Plant.
  C. Liquid Sodium Hypochlorite – Changer Order #005               Public Works –
     Filtration
SUMMARY OF REQUEST: Staff is requesting authorization to accept the
temporary price increase of liquid sodium hypochlorite from Alexander
Chemical.
The Water Filtration Plan uses sodium hypochlorite in the production of drinking
water. The application of sodium hypochlorite is one of several crucial processes
used to inactivate or remove pathogens from the water. Since 1996, the Water
Filtration Plan has obtained this treatment chemical at a significant cost savings

                                          Page 2 of 10
by soliciting competitive bids jointly with the cities of Grand Haven, Grand
Rapids, Holland, Muskegon Heights, and Wyoming.
The sodium hypochlorite supply chain was initially disrupted from a shutdown of
industrial manufacturing due to Covid-19. Major production facilities in the Gulf
Coast region experienced a series of natural disasters that further disrupted the
industry. By early 2021, major suppliers were declaring force majeure. Production
facilities in other locations experienced equipment failures and other problems.
It is expected the market will not stabilize for another 24 months. This
combination of events led the EPA to provide guidance on how water utilities
could use the Department of Commerce or the Defense Production Act to
obtain treatment chemicals if their supply was interrupted. Our supplier of liquid
sodium hypochlorite, Alexander Chemical, has been able to obtain a limited
supply of these materials in order to keep us supplied. However, it has come at
an increased cost due to rising material prices.
At the November 9, 2021 meeting, the Commission approved a change order
from Alexander Chemical for a temporary price increase from $205.58 per ton to
$290 per ton. An increase from $290 per ton to $320 per ton was approved at
the staff level in December 2021. Alexander Chemical is requesting another
temporary price increase to $370 per ton until the market stabilizes, and they
have agreed to maintain this price through the first quarter. Grand Rapids holds
the master agreement for the purchasing cooperative and has already
approved this change order. The cooperative does not believe that soliciting
other bids would provide reduced pricing. This is an industry-wide problem, and
these challenges exist for any company supplying this product.
Prior to this increase, the Water Filtration Plant spent $62,592.72 to procure liquid
sodium hypochlorite. If this temporary price increase remains in effect for the
remainder of the fiscal year, it is estimated an additional $77,000 will be spent,
bringing the FY21-22 total cost to $139,592.72. Liquid sodium hypochlorite is
included in the budget, but the actual amount spent will depend on the volume
of the water treated, the quality of the source water, and the duration of any
temporary price increases. This additional request will be addressed in a budget
reforecast if necessary.
Staff has reviewed the available options and there are no alternatives that
would result in a different outcome or a price savings for the city.
AMOUNT REQUESTED: $139,592.72 (estimate) AMOUNT BUDGETED: $72,864.00
($18,118.70 over last request)
FUND OR ACCOUNT:          591-60558-5219
STAFF RECOMMENDATION:          Authorize staff to purchase liquid sodium
hypochlorite from Alexander chemical at a temporary increased price of
$370.00 per ton and authorize the City Manager to approve any subsequent

                                           Page 3 of 10
change orders through the remainder of the next 12 months.
  D. Laketon/Lakeshore Trail Connector Grant Resolution         Public Works
SUMMARY OF REQUEST: Staff is seeking formal resolution of support to submit a
grant application to MDOT/MDNR for the Laketon/Lakeshore Trail Connector
(LLTC) Project.
Staff is seeking funds through two programs to provide the base funding for
construction of a new non-motorized trail named the Laketon/Lakeshore Trail
Connector. The trail would be constructed in the road right-of-way along
Sandford Street and Terrace Street between Laketon Avenue and Shoreline
Drive linking the Laketon Trail and the Lakeshore Trails.
Grant funding is being pursued through two programs TAP (MDOT –
Transportation Alternatives Program) and RTP (MDNR – Recreational Trails
Program). If successful this grant could provide 60-70% of the funding necessary
for the project.
If successful construction would begin as early as 2024.
Staff is recommending approval of the resolution of support.
STAFF RECOMMENDATION:      Approve the resolution of support for the
MDOT/MDNR grant application and Authorize the Clerk to sign.
  G. Arena Participation Agreements          City Manager
SUMMARY OF REQUEST: Staff is seeking approval of the participation
agreements.
We have been working with the LCC to convert the arena liquor license from a
Civic Center License to a DDC license. This has been a cumbersome process,
but was necessary to properly operate Rad Dad’s and Carlisle’s in the space.
We are in the home stretch. As part of the change, we were required to convert
the existing leases into participation agreements – this is the appropriate
terminology to match the activities at he arena. We are seeking approval.
STAFF RECOMMENDATION:        Approve the participation agreements for Rad
Dad’s Tacos and Tequila and Carlisle’s Goods and Leisure.
  H. Summer Concert Series, Social Sandbox           Economic Development -
     REMOVED
  I.   Community Relations Committee Recommendations            City Clerk
SUMMARY OF REQUEST: To concur with the CRC recommendations to make
appointments.
The CRC recommends making the following appointments:
       Board of Review – Sherry Burt (Citizen) – term expiring 1/31/2024
       Farmers Market Advisory Board – Kelly Balta (Seasonal Crafter/Artisan) –

                                          Page 4 of 10
       term expiring 1/31/2025
       Housing Code Board of Appeals – Ed Simmons (Citizen) – term expiring
       1/31/2025
STAFF RECOMMENDATION:        To concur with the recommendation of the CRC
to accept the appointments to Board of Review, Farmers Market Advisory
Board, and Housing Board of Appeals.
Motion by Commissioner Gorman, second by Commissioner Emory, to accept
the consent agenda as presented, minus items E and F.
ROLL VOTE: Ayes: Emory, St.Clair, Johnson, Hood, Ramsey, German, and
           Gorman
             Nays: None
MOTION PASSES
2022-21      REMOVED FROM CONSENT AGENDA:
  E.   435 Isabella Renovation          City Manager
SUMMARY OF REQUEST: Staff is seeking approval to fund the renovation of 435
Isabella Avenue.
This property was originally acquired via tax foreclosure as a project for
Community and Neighborhood Services to undertake a renovation as part of
the HOME Program. It was eventually determined that the house needed too
much work. We had Tim Harvey take a look at it and he feels comfortable
renovating the home and maintaining it as a two-unit property. Currently, there
are three living units. We feel there is an opportunity to add a third unit if the FBC
zoning were secured, as the large garage has a second floor that would
convert to a studio apartment. For now, we intend to renovate the main house
at a cost of approximately $220,000. This would include all new systems (HVAC,
plumbing, and electrical). This would also include upgraded exterior finishes
(windows, LP siding, etc.)
AMOUNT REQUESTED:         $220,000.00         AMOUNT BUDGETED:           $0
FUND OR ACCOUNT:          Public Improvement
STAFF RECOMMENDATION:           Approve the renovation budget for 435 Isabella
at $220,000, and amend the FY 2021-22 Public Improvement Fund Budget to
include the project during the fiscal year.
Motion by Vice Mayor German, second by Commissioner St. Clair, to approve
the renovation budget for 435 Isabella at $220,000, and amend the FY 2021-22
Public Improvement Fund Budget to include the project during the fiscal year.
ROLL VOTE: Ayes: St.Clair, Johnson, Hood, Ramsey, German, Gorman, and
           Emory


                                           Page 5 of 10
            Nays: None
MOTION PASSES
  F.   Rezoning 653 Yuba Street       Planning
SUMMARY OF REQUEST: Staff initiated request to rezone a portion of the
property at 653 Yuba Street from R-1, Low Density Single Family Residential to B-4,
General Business. The Planning Commission recommended approval o the
rezoning by a 6-0 vote.
STAFF RECOMMENDATION:          To approve the request to rezone a portion of the
property at 653 Yuba Street from R-1, Low Density Single Family Residential to B-4,
General Business.
Motion by Vice Mayor German, second by Commissioner St. Clair, to approve
the request to rezone a portion of the property at 653 Yuba Street from R-1, Low
Density Single Family Residential to B-4 General Business.
ROLL VOTE: Ayes: Johnson, Hood, Ramsey, Gorman, Emory, and St. Clair
            Nays: German
MOTION PASSES
2nd READING REQUIRED
2022-22   PUBLIC HEARINGS:
  A. Commercial Rehabilitation District – 130 E Apple Ave      Planning
SUMMARY OF REQUEST: Pursuant to Public Act 210 of 2005, as amended, the
Forrest Group of West Michigan LLC has requested the establishment of a
Commercial Rehabilitation District. The creation of the district will allow the
building owner to apply for a Commercial Rehabilitation Certificate, which will
freeze the taxable value of the building and exempt the new real property
investment from local taxes. The school operating tax and the State Education
Tax (SET) are still levied on the new investment. Land and personal property
cannot be abated under this act.
Once the Commission approves the establishment of the district, the County has
up to 28 days to accept or reject the establishment of the district. If the County
does not reject it, then the applicant may apply for the Commercial
Rehabilitation Certificate.
STAFF RECOMMENDATION:          To approve the request to establish a
Commercial rehabilitation District at 130 E. Apple Avenue.
PUBLIC COMMENTS RECEIVED: Talonda Haver, part of the Forrest Group of West
MI, asking for establishment of Commercial District – building has been vacant
for nine years. Costly repairs are needed to the property.
Motion by Commissioner Ramsey, second by Commissioner Hood, to close the

                                         Page 6 of 10
public hearing and approve the request to establish a Commercial
Rehabilitation District.
ROLL VOTE: Ayes: Hood, Ramsey, German, Gorman, Emory, St.Clair, and
           Johnson
            Nays: None
MOTION PASSES
2022-23     UNFINISHED BUSINESS:
  A. Ride Muskegon Operating Agreement             City Manager
SUMMARY OF REQUEST: City staff updated the proposed operating agreement
with Ride Muskegon, LLC to operate a scooter rental business in the City and we
are seeking approval.
Staff is recommending approval of the operating agreement. Ride Muskegon,
LLC is locally owned and operated. We have incorporated a number of the
changes requested by the City Commission last year. This is the latest the
agreement can reasonably be approved if they are to acquire the scooters in
time for the summer season. We are finalizing a lost of locations and will have
that available for the Commission meeting.
STAFF RECOMMENDATION:          Approve the operating agreement and authorize
the City Manager to sign.
Motion by Commissioner Gorman, second by Commissioner Ramsey, to
approve the operating agreement and authorize the City Manager to sign.
ROLL VOTE: Ayes: Ramsey, German, Gorman, and Hood
            Nays: Emory, St.Clair, and Johnson
MOTION PASSES
Motion by Commissioner St.Clair, second by Commissioner Emory, for staff to
return to the City Commission with proposed final attachments to the Ride
Muskegon Operating Agreement for adoption.
ROLL VOTE: Ayes: German, Gorman, Emory, St.Clair, Johnson, Hood, and
           Ramsey
            Nays: None
MOTION PASSES
2022-24     NEW BUSINESS:
  A. 2nd Quarter Budget Reforecast         Finance
SUMMARY OF REQUEST: At this time staff is asking for approval of the 2nd Quarter
Budget Reforecast for the FY 2021-22 budget year as presented.


                                        Page 7 of 10
General Fund
Revenues:
Finance adjusted numerous accounts. Some of the notable increases in revenue
are listed below:
Traffic Fines & Fees were increased from $200,000 to $235,000. This increase is
mostly due to enforcement of paid beach parking.
The General Fund has received an uptick in contributions in the 4805 Fund.
Originally, we budgeted $20,000. The 2nd Quarter reforecast is now $130,000.
The Contributions/Grant account originally had nothing budgeted. However, we
received several grants from our Michigan Municipal Risk Management
Authority to purchase police equipment. The new budget amount is now
$75,000.
Marihuana Street Lights contribution line items has been increased to $67,000
the original budgeted amount was $30,000. As of December 2021, we have
received almost $40,000 in contributions for street lights from Marihuana
businesses.
Expenses:
The most notable expenditure increase in the General Fund is in Park
Maintenance. The DPW Director asked to increase his budget by $289,000
mostly for seasonal labor.
The $700,000 for Reese & Beukema was on the wrong budget line and now it is
on the right project number.
As of December 31st, our Expenditures are exceeding our Revenues by
$1,793,854.
WATER AND SEWER FUNDS
Sewer Expenses:
Again, we are reducing Muskegon County Wastewater Treatment costs to
$5,400,000 based on the current projections. The original amount budgeted for
20/21 was $6,000,000 and then was reduced to $5,500,000 in the 1st Quarter.
STAFF RECOMMENDATION:           To approve the 2nd Quarter FY 2021-22 Budget
Reforecast as presented.
Motion by Commissioner Ramsey, second by Commissioner Emory, to approve
the 2nd Quarter FY2021-22 Budget Reforecast as presented.
ROLL VOTE: Ayes: Gorman, Emory, St.Clair, Johnson, Hood, Ramsey, and
           German
            Nays: None


                                         Page 8 of 10
MOTION PASSES
  B.   Amendment to the Marihuana Facilities Overlay District – Temporary
       Marihuana Events Planning
SUMMARY OF REQUEST: Staff initiated request to amend Section 2331 of the
zoning ordinance to allow temporary marihuana events at 470 W. Western
Avenue and 1800 Peck Street.
The Planning Commission made two separate motions on the case. The first was
to make a recommendation to the City Commission to approve the request at
470 W. Western Avenue, which passed by a 6-1 vote. The second was to make a
recommendation to the City Commission to approve the request at 1800 Peck
Street, which passed by a 4-3 vote.
STAFF RECOMMENDATION:          To approve the request to amend Section 2331
of the zoning ordinance to allow temporary marihuana events at 470 W.
Western Avenue and 1800 Peck Street.
Motion by Commissioner Ramsey, second by Commissioner St.Clair, to approve
the request to amend Section 2331 of the zoning ordinance to allow temporary
marihuana events at 470 W. Western Avenue.
ROLL VOTE: Ayes: Emory, St.Clair, Johnson, Hood, Ramsey, German, and
           Gorman
             Nays: None
MOTION PASSES
Motion by Commissioner Ramsey, second by Commissioner St.Clair, to approve
the request to amend Section 2331 of the zoning ordinance to allow temporary
marihuana events at 1800 Peck Street.
ROLL VOTE: Ayes: St.Clair, Johnson, Ramsey, German, and Emory
             Nays: Hood and Gorman
MOTION PASSES
2nd READING REQUIRED FOR 1800 PECK STREET
2022-25      ANY OTHER BUSINESS:    As a matter of housekeeping – Mayor
Johnson would entertain a motion to officially accept the resignation of Frank
Peterson, City Manager.
Motion by Commissioner St.Clair, second by Commissioner Emory, to officially
accept the resignation of Franklin J. Peterson as City Manager effective April 1,
2022.
ROLL VOTE: Ayes: Johnson, Hood, Ramsey, German, Gorman, Emory, and
           St.Clair
             Nays: None

                                         Page 9 of 10
MOTION PASSES
Also, under Any Other Business, Commissioner Ramsey asked about the tracking
of Social District cup and sticker sales. Staff explained that they are tracked. He
believes he misheard something. Mayor Johnson asked if the Governor has
signed the law allowing special event licenses in the social district. There will be
more discussion about possibly extending the district at a later date. Also,
Commissioner St.Clair asked if it was necessary to formally accept the
resignation of the Public Safety Director, it is not. The position is appointed by the
City Manager. There was discussion regarding the interview panel for the Public
Safety Director and the opportunity to meet candidates at a meet and greet
event.
PUBLIC COMMENT ON NON-AGENDA ITEMS:                   Public comments were
received.
ADJOURNMENT: The City Commission adjourned at 7:55 p.m.


                                              Respectfully Submitted,




                                              Ann Marie Meisch, MMC - City Clerk




                                           Page 10 of 10
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: April 12, 2022               Title: Taste of Muskegon Liquor License

Submitted By: Ann Meisch                              Department: City Clerk

Brief Summary: The Muskegon City Clerk’s Office is seeking commission approval to apply for a
special liquor license for beer, wine, and spirit service for the Taste of Muskegon being held in
Hackley Park on Friday, June 10, 2022 and Saturday, June 11, 2022.




Detailed Summary:




Amount Requested:                                    Amount Budgeted:

Fund(s) or Account(s):                               Fund(s) or Account(s):

Recommended Motion: To authorize the City Clerk’s office to apply for a special liquor license for
the Taste of Muskegon.




For City Clerk Use Only:


Commission Action:
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: 4/12/2022                    Title: Poverty Exemption Policy Update

Submitted By: Sarah Wilson                            Department: City Treasurer

Brief Summary: The State has updated its requirements regarding poverty exemptions, and we
need to update our policy in order to comply.

Detailed Summary: We are required to have a commission-approved “Poverty Exemption Policy”
for the Board of Review to follow when approving or denying poverty exemption applications. The
last update to the policy was in 2019. The current policy with the suggested changes is attached,
and is a part of our larger Financial Policies document.


The State of Michigan has determined that allowing Boards of Review to deviate from poverty
exemption policies for “substantial and compelling reasons” is no longer permissible under MCL
211.7u. That statement in the policy must be removed.


Additionally, it is suggested by staff that the Commission consider adding the highlighted language
to the policy, which would limit the poverty exemption in certain instances. This change would still
allow those on a fixed income over the age of 65 or who are disabled to receive 100% of the
benefit exemption. This particular change is not required by the State, but it is an option that is
available to ensure the exemption benefits are awarded to those that are most in need.



Amount Requested: N/A                                Amount Budgeted: N/A

Fund(s) or Account(s): N/A                           Fund(s) or Account(s):

Recommended Motion: To approve the Poverty Exemption Policy with amended language as
presented.



For City Clerk Use Only:


Commission Action:
XXV. POVERTY EXEMPTION INCOME GUIDELINES

The guidelines shall include but not be limited to the specific income and asset levels of the claimant and
all persons residing in the residence.

To be eligible, a person shall do all of the following on an annual basis:

            1) Be an owner of and occupy as a principal residence the property for which an exemption
               is requested.
            2) File a claim with the City Assessor or Board of Review, accompanied by Federal and State
               Income tax returns for all persons residing in the residence, or a form 4988, if applicable.
            3) Produce a valid driver’s license or other form of positive identification if requested.
            4) Produce a deed, land contract, or other evidence of ownership of the property for which an
               exemption is requested if requested.
            5) Meet the Federal poverty income guidelines as defined and determined annually by the
               United States Office of Management and Budget (or its successor).
            6) Total household assets, except for the principal residence being claimed, essential
               household goods, and one motor vehicle, may not exceed one quarter (25%) of the Federal
               poverty guideline for the entire household. Assets include, but are not limited to real estate,
               motor vehicles, recreational vehicles and equipment, time shares, certificates of deposit,
               savings accounts, checking accounts, stocks, bonds, life insurance, retirement funds,
               antiques and collectibles, etc. Assets do not include basic essential household goods such
               as furniture, appliances, dishes and clothing. The value of assets will not be reduced by
               the amount of any indebtedness owed on such assets, or any indebtedness otherwise
               owed by the applicant or members of the household.

The Board of Review shall follow the above stated policy and Federal guidelines in granting or denying an
exemption, unless the Board of Review determines there are substantial and compelling reasons why there
should be a deviation from the policy and Federal guidelines and these are communicated in writing to the
claimant. Relief granted the first year of exemption approval is 100%. Unless the applicant has a fixed
income and is over the age of 65 or permanently disabled; the taxable value reduction will be 50% in
subsequent years 2 through 4; the taxable value reduction will be 25% in year 5 and thereafter.
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: April 12, 2022               Title: ARPA Standard Allowance

Submitted By: Kenneth Grant                           Department: Finance

Brief Summary: The US Treasury allows municipalities to use a standard amount up to $10 million
for revenue loss with streamlined reporting requirements.

Detailed Summary: The Final Rule from the US Treasury allows agencies to select the standard
allowance for revenue loss which is $10,000,000 for governmental services with streamlined
reporting requirements.


Amount Requested: $10,000,000.00                     Amount Budgeted:

Fund(s) or Account(s): 482                           Fund(s) or Account(s):101

Recommended Motion: I recommend that we use to the full $10 million standard allowance police
and fire salaries along other governmental services starting from January 2022.



Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.


For City Clerk Use Only:
Commission Action:
ARPA Standard Deduction
Coronavirus State & Local
Fiscal Recovery Funds:
Overview of the Final Rule

April 12, 2022

The City of Muskegon was allocated $22,881,894 from U.S. Department of the Treasury for the Coronavirus State and
Local Fiscal Recovery Funds (SLFRF) as a part of the American Rescue Plan.

The final rule offers a standard allowance for revenue loss of up to $10,000,000. Recipients that select the standard
allowance may use the funds to pay for governmental services with streamlined reporting requirements. This provides
the City with the most spending flexibility along with minimum reporting and tracking. I feel it is in the City’s best
interest use to the $10,000,000 standard allowance on police and fire salaries. The remaining $12,881,894 funds has to
go to the following areas:

    a) Public Health/Negative Economic Impacts: Recipients must use the award funds to provide assistance to
       households
    b) Premium Pay-recipients may provide premium pay retrospectively for work performed at any time since the
       start of the COVID 19 public health emergency
    c) Revenue Loss-Based on a calculation of lost revenue that begins with the recipient’s revenue in the last full
       fiscal year prior to the COVID 19 public health emergency and includes the 12-month period ending December
       31, 2020.
    d) Investments in Water, Sewer, and Broadband-the recipients must use the funds to make necessary investment
       in water, sewer, and broadband.
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: April 12, 2022                 Title: Amity Avenue Bridge

Submitted By: Leo Evans                                 Department: Public Works

Brief Summary:
Staff is requesting authorization to apply for State of Michigan FY2025 local bridge funds for a project
to remove the Amity Avenue Bridge and rebuild an at-grade road through the area. A resolution of
support is required to include with the application.


Detailed Summary:
Staff applied for this same project during the last two cycles and have both times been just outside the
fundable range. Staff feels that resubmitting the project for consideration is still our best option within
this program. Staff plans to take an extra step and lobby directly at the selection meeting to have this
project considered.

Costs are estimated at approximately $598,000 for the project, with the city requesting to provide
matching funds of $90,000 towards the construction costs and also an estimated $100,000 in
engineering costs for a total city commitment of $190,000. The costs for this project would be borne in
future fiscal years and only if the project is selected for funding.


Amount Requested: $190,000                             Amount Budgeted: $190,000

Fund(s) or Account(s): 202-TBD-5346/5355               Fund(s) or Account(s): 202-TBD-5346/5355

Recommended Motion:
Approve the resolution of support and authorize the Mayor and Clerk to sign and commit to funding the
required match and engineering costs in future fiscal years if the project is selected.


Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.
For City Clerk Use Only:
Commission Action:
                                  City of Muskegon
                                       RESOLUTION

                                  SUPPORT OF
                  APPLICATION FOR BRIDGE PRESERVATION FUNDS


WHEREAS, Muskegon City Commissioners desire to promote safety and fiscal responsibility for
the residents and visitors of our great city; and

WHEREAS, Muskegon City Commissioners acknowledge there is no longer a need for the bridge
carrying Amity Street over the abandoned railroad; and

WHEREAS, Muskegon City Commissioners agree that removing the Amity bridge and rebuilding
the roadway on fill reduces the future costs of maintenance; and

NOW, THEREFORE LET IT BE RESOLVED, that Muskegon City Commissioners support the
application for federal and state bridge preservation funds and commit to funding required
match dollars for removal of the bridge.



Dated this ______ of _______ 20__.




                                                   ________________________________
                                                         Ken Johnson
                                                         Mayor



                                                   _________________________________
                                                         Ann Marie Meisch
                                                         City Clerk
                                                                             Amity Bridge and surrounding area



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                                                                                                                                                                     Feet
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: April 12, 2022                Title: H92036 Houston, 9th to 3rd – contract
                                                       award

Submitted By: Joel Brookens                            Department: Public Works

Brief Summary:
Staff is requesting authorization to approve a contact with McCormick Sand, Inc. in the amount of
$1,412,968.15.


Detailed Summary:
Bids were solicited for a construction project to reconstruct Houston Ave from 9th to 3rd, along with
replacing the water main, water services and appurtenant parts. McCormick Sand provided the low
bid. The bid tabulation is attached.



Amount Requested: $1,412,968.15                      Amount Budgeted: $1,600,000
                                                     (w/Engineering)

Fund(s) or Account(s):                               Fund(s) or Account(s):
202-92036                                            202-92036 ($800K)
590-92036                                            590-92036 ($800K)
                                                     FY 22/23 Budget

Recommended Motion:
Authorize staff to approve a contact with McCormick Sand in the amount of $1,412,968.15


Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.
For City Clerk Use Only:
Commission Action:
                                                                1.10 BID TABULATION
              City of Muskegon                                                     Project Engineer:    F. PEASE              Date:           2/9/2022
              Engineering Department                                                Project Number:     H92036
                                                                                 Project description:   Houston, 9th to 3rd
                                                                                Engineer's Estimate:     $             1,445,401.50
                                                                                                                              Engineer Estimate                Mc Cormick Sand                    Jackson Merkey                              Wadel                                  K&R

  Line Item     Pay Code   Description                                                     Units          Quantity        Unit Price        Total         Unit Price       Total            Unit Price        Total              Unit Price           Total            Unit Price          Total

      1           1100001 Mobilization, Max 10%                                            LSUM               1       $ 100,000.00      $   100,000.00   $ 98,000.00   $    98,000.00   $ 150,000.00      $   150,000.00     $ 165,000.00       $     165,000.00   $ 175,000.00       $    175,000.00

      2           2030015 Sewer, Rem, Less than 24 inch                                      Ft             159       $        15.00    $     2,385.00   $     10.00   $     1,590.00   $        14.10    $     2,241.90     $        11.00     $       1,749.00   $        20.00     $      3,180.00

      3           2037050 Dr Structure, Rem, Modified                                        Ea              16       $       400.00    $     6,400.00   $    400.00   $     6,400.00   $       378.50    $     6,056.00     $       350.00     $       5,600.00   $       300.00     $      4,800.00

      4           2040055 Sidewalk, Rem                                                     Syd             4041      $          7.00   $    28,287.00   $      5.00   $    20,205.00   $          5.15   $    20,811.15     $          4.50    $      18,184.50   $          7.00    $     28,287.00

      5           2047011 Pavt, Rem, Modified                                               Syd            10307      $          8.00   $    82,456.00   $      3.00   $    30,921.00   $          4.20   $    43,289.40     $          7.95    $      81,940.65   $          6.00    $     61,842.00

      6           2057002 Machine Grading, Modified                                         Sta             27.4      $     2,000.00    $    54,800.00   $ 2,000.00    $    54,800.00   $     3,746.00    $   102,640.40     $     3,500.00     $      95,900.00   $     2,150.00     $     58,910.00

      7           2080020 Erosion Control, Inlet Protection, Fabric Drop                     Ea              16       $       100.00    $     1,600.00   $     80.00   $     1,280.00   $        95.00    $     1,520.00     $       100.00     $       1,600.00   $       150.00     $      2,400.00

      8           3020020 Aggregate Base, 8 inch                                            Syd             9000      $          8.00   $    72,000.00   $     11.00   $    99,000.00   $          8.50   $    76,500.00     $        11.60     $     104,400.00   $        11.50     $    103,500.00

      9           3060021 Maintenance Gravel, LM                                            Cyd             150       $        15.00    $     2,250.00   $     30.00   $     4,500.00   $          0.01   $           1.50   $          6.00    $        900.00    $        45.00     $      6,750.00

     10           4020600 Sewer, Cl E, 12 inch, Tr Det B                                     Ft             212       $        40.00    $     8,480.00   $     36.00   $     7,632.00   $        46.90    $     9,942.80     $        70.00     $      14,840.00   $        57.00     $     12,084.00

     11           4021204 Sewer Tap, 12 inch                                                 Ea               2       $       200.00    $      400.00    $    500.00   $     1,000.00   $       662.50    $     1,325.00     $       400.00     $        800.00    $       500.00     $      1,000.00

     12           4027001 Sewer, PVC SDR 35, 8 inch, Tr Det B                                Ft             160       $        30.00    $     4,800.00   $     28.00   $     4,480.00   $        41.00    $     6,560.00     $        50.00     $       8,000.00   $        54.00     $      8,640.00

     13           4027001 Sewer, Ductile Iron, CL 52, 12 inch, Tr Det B                      Ft             345       $        65.00    $    22,425.00   $     85.00   $    29,325.00   $        98.90    $    34,120.50     $       110.00     $      37,950.00   $        95.00     $     32,775.00

     14           4027001 Sewer, Ductile Iron, CL 52, 10 inch, Tr Det B                      Ft              82       $        60.00    $     4,920.00   $     78.00   $     6,396.00   $        94.50    $     7,749.00     $       108.00     $       8,856.00   $        93.00     $      7,626.00

     15           4027001 Sewer, Ductile Iron, CL 52, 8 inch, Tr Det B                       Ft              28       $        55.00    $     1,540.00   $     60.00   $     1,680.00   $        86.70    $     2,427.60     $       100.00     $       2,800.00   $        92.00     $      2,576.00

     16           4030004 Dr Structure Cover, Adj, Case 1, Modified                          Ea               3       $       650.00    $     1,950.00   $ 1,000.00    $     3,000.00   $       562.00    $     1,686.00     $       700.00     $       2,100.00   $       950.00     $      2,850.00

     17           4030210 Dr Structure, 48 inch dia                                          Ea               2       $     1,500.00    $     3,000.00   $ 2,800.00    $     5,600.00   $     2,049.00    $     4,098.00     $     2,500.00     $       5,000.00   $     1,800.00     $      3,600.00

     18           4030312 Dr Structure, Tap, 12 inch                                         Ea               3       $       300.00    $      900.00    $    400.00   $     1,200.00   $       331.00    $        993.00    $       700.00     $       2,100.00   $       450.00     $      1,350.00

     19           4037050 Catch Basin 4 Ft Dia Special Detail                                Ea               9       $     1,700.00    $    15,300.00   $ 2,200.00    $    19,800.00   $     2,145.00    $    19,305.00     $     2,500.00     $      22,500.00   $     1,700.00     $     15,300.00

     20           4037050 Dr Structure Cover, Type K, Modifed                                Ea              15       $       750.00    $    11,250.00   $    620.00   $     9,300.00   $     1,023.00    $    15,345.00     $     1,000.00     $      15,000.00   $     1,150.00     $     17,250.00

     21           4037050 Catch Basin 2 Ft Dia Special Detail                                Ea               5       $     1,500.00    $     7,500.00   $ 1,900.00    $     9,500.00   $     1,419.00    $     7,095.00     $     2,000.00     $      10,000.00   $     1,000.00     $      5,000.00

     22           4037050 Dr Structure Cover, Type B, Modified                               Ea               4       $       700.00    $     2,800.00   $   440.00    $     1,760.00   $       816.00    $     3,264.00     $       750.00     $       3,000.00   $       950.00     $      3,800.00

     23           5010025 Hand Patching                                                     Ton              10       $       150.00    $     1,500.00   $   100.00    $     1,000.00   $       100.00    $     1,000.00     $       100.00     $       1,000.00   $       100.00     $      1,000.00

     24           5012025 HMA, 4EML                                                         Ton             2086      $        85.00    $   177,310.00   $     99.20   $   206,931.20   $       101.50    $   211,729.00     $        99.00     $     206,514.00   $       102.00     $    212,772.00

     25           8017011 Driveway, Nonreinf Conc, 6 Inch, Modified                         Syd             604       $        45.00    $    27,180.00   $     40.00   $    24,160.00   $        36.40    $    21,985.60     $        33.00     $      19,932.00   $        45.00     $     27,180.00

     26           8017011 Driveway, Nonreinf Conc, 8 inch, Modified                         Syd              67       $        60.00    $     4,020.00   $     52.00   $     3,484.00   $        47.60    $     3,189.20     $        44.00     $       2,948.00   $        50.00     $      3,350.00

     27           8020038 Curb and Gutter, Conc, Det F4                                      Ft             6029      $        14.00    $    84,406.00   $     13.00   $    78,377.00   $        15.60    $    94,052.40     $          9.00    $      54,261.00   $        17.00     $    102,493.00

     28           8030010 Detectable Warning Surface                                         Ft             220       $        35.00    $     7,700.00   $     32.00   $     7,040.00   $        32.50    $     7,150.00     $        32.00     $       7,040.00   $        32.00     $      7,040.00

     29           8030030 Curb Ramp Opening, Conc                                            Ft             369       $        25.00    $     9,225.00   $     20.00   $     7,380.00   $        21.50    $     7,933.50     $        20.00     $       7,380.00   $        26.00     $      9,594.00

     30           8030044 Sidewalk, Conc, 4 inch                                             Sft           23887      $          4.00   $    95,548.00   $      3.35   $    80,021.45   $          3.20   $    76,438.40     $          2.80    $      66,883.60   $          4.10    $     97,936.70

     31           8030046 Sidewalk, Conc, 6 inch                                             Sft            1807      $          5.00   $     9,035.00   $      4.00   $     7,228.00   $          3.90   $     7,047.30     $          3.50    $       6,324.50   $          5.25    $      9,486.75

     32           8030048 Sidewalk, Conc, 8 inch                                             Sft            255       $          6.00   $     1,530.00   $      4.50   $     1,147.50   $          4.40   $     1,122.00     $          4.00    $       1,020.00   $          6.50    $      1,657.50

     33           8032002 Curb Ramp, Conc, 6 inch                                            Sft            2814      $          6.00   $    16,884.00   $      7.00   $    19,698.00   $          5.95   $    16,743.30     $          5.50    $      15,477.00   $          6.50    $     18,291.00

     34           8110024 Pavt Mrkg, Ovly Cold Plastic, 6 inch, Crosswalk                    Ft             1120      $          3.00   $     3,360.00   $      3.00   $     3,360.00   $          2.65   $     2,968.00     $          2.50    $       2,800.00   $          2.50    $      2,800.00

     35           8110044 Pavt Mrkg, Ovly Cold Plastic, 18 inch, Stop Bar                    Ft             129       $          6.00   $      774.00    $      6.00   $      774.00    $          8.95   $     1,154.55     $          8.50    $       1,096.50   $          8.50    $      1,096.50




Bid Tabulation 1 of 3
              City of Muskegon                                                                  Project Engineer:    F. PEASE              Date:           2/9/2022
              Engineering Department                                                             Project Number:     H92036
                                                                                              Project description:   Houston, 9th to 3rd
                                                                                             Engineer's Estimate:     $             1,445,401.50
                                                                                                                                           Engineer Estimate                Mc Cormick Sand                      Jackson Merkey                             Wadel                                  K&R

  Line Item     Pay Code   Description                                                                  Units          Quantity        Unit Price        Total         Unit Price       Total              Unit Price        Total             Unit Price           Total            Unit Price          Total

     36           8120012 Barricade, Type III, High Intensity, Double Sided, Lighted, Furn                Ea              22       $        80.00    $     1,760.00   $    110.00   $     2,420.00     $       110.00    $     2,420.00    $       110.00     $       2,420.00   $       100.00     $      2,200.00

     37           8120013 Barricade, Type III, High Intensity, Double Sided, Lighted, Oper                Ea              22       $          5.00   $      110.00    $      5.00   $      110.00      $          5.00   $        110.00   $          5.00    $        110.00    $          1.00    $         22.00

     38           8120026 Pedestrian Type II Barricade, Temp                                              Ea              12       $       100.00    $     1,200.00   $    100.00   $     1,200.00     $       100.00    $     1,200.00    $       100.00     $       1,200.00   $        65.00 $           780.00

     39           8120100 Dust Palliative, Applied                                                       Ton              30       $        50.00    $     1,500.00   $      0.10   $           3.00   $        25.00    $        750.00   $        50.00     $       1,500.00   $       550.00     $     16,500.00

     40           8120170 Minor Traf Devices                                                            LSUM               1       $     2,000.00    $     2,000.00   $ 12,600.00   $    12,600.00     $ 14,379.80       $    14,379.80    $ 15,200.00        $      15,200.00   $ 13,600.00        $     13,600.00

     41           8120252 Plastic Drum, Fluorescent, Furn                                                 Ea             128       $        25.00    $     3,200.00   $     25.00   $     3,200.00     $        25.00    $     3,200.00    $        25.00     $       3,200.00   $        30.00     $      3,840.00

     42           8120253 Plastic Drum, Fluorescent, Oper                                                 Ea             128       $          1.00   $      128.00    $      5.00   $      640.00      $          5.00   $        640.00   $          5.00    $        640.00    $          0.10    $         12.80

     43           8120350 Sign, Type B, Temp, Prismatic, Furn                                             Sft            963       $          5.00   $     4,815.00   $      3.00   $     2,889.00     $          3.00   $     2,889.00    $          3.00    $       2,889.00   $          7.00    $      6,741.00

     44           8120351 Sign, Type B, Temp, Prismatic, Oper                                             Sft            963       $          1.00   $      963.00    $      1.00   $      963.00      $          1.00   $        963.00   $          1.00    $        963.00    $          0.10    $         96.30

     45           8120352 Sign, Type B, Temp, Prismatic, Spec, Furn                                       Sft            128       $          7.00   $      896.00    $      6.00   $      768.00      $          6.00   $        768.00   $          6.00    $        768.00    $        10.00     $      1,280.00

     46           8120353 Sign, Type B, Temp, Prismatic, Spec, Oper                                       Sft            128       $          1.00   $      128.00    $      1.00   $      128.00      $          1.00   $        128.00   $          1.00    $        128.00    $          0.10    $         12.80

     47           8160062 Topsoil Surface, Furn, 4 inch                                                  Syd             5277      $          4.00   $    21,108.00   $      4.00   $    21,108.00     $          5.15   $    27,176.55    $          7.00    $      36,939.00   $          3.00    $     15,831.00

     48           8167011 Hydroseeding                                                                   Syd             5277      $          0.50   $     2,638.50   $      1.00   $     5,277.00     $          0.95   $     5,013.15    $          1.50    $       7,915.50   $          1.00    $      5,277.00

     49           8237001 Watermain, DI, 16 inch, Tr Det G, Modified                                      Ft              10       $        90.00    $      900.00    $    120.00   $     1,200.00     $       344.50    $     3,445.00    $       240.00     $       2,400.00   $       200.00     $      2,000.00

     50           8237001 Watermain, DI, 8 inch, Tr Det G, Modified                                       Ft             2690      $        65.00    $   174,850.00   $     61.00   $   164,090.00     $        77.80    $   209,282.00    $        72.00     $     193,680.00   $        77.00     $    207,130.00

     51           8237001 Watermain, DI, 6 inch, Tr Det G, Modified                                       Ft             186       $        60.00    $    11,160.00   $     58.00   $    10,788.00     $        71.90    $    13,373.40    $        95.00     $      17,670.00   $        70.00     $     13,020.00

     52           8237001 Water Service, 1 inch, Copper Type K                                            Ft             2047      $        40.00    $    81,880.00   $     27.00   $    55,269.00     $        35.00    $    71,645.00    $        35.00     $      71,645.00   $        38.00     $     77,786.00

     53           8237001 Water Service, Private Property, 1 inch                                         Ft             1077      $        50.00    $    53,850.00   $     35.00   $    37,695.00     $        26.00    $    28,002.00    $        35.00     $      37,695.00   $        58.00     $     62,466.00

     54           8237001 Water Service, 2 inch, Copper Type K                                            Ft              98       $        60.00    $     5,880.00   $     45.00   $     4,410.00     $        50.00    $     4,900.00    $        55.00     $       5,390.00   $        57.00     $      5,586.00

     55           8237001 Water Service, Private Property, 2 inch                                         Ft              56       $        70.00    $     3,920.00   $     40.00   $     2,240.00     $        40.00    $     2,240.00    $        55.00     $       3,080.00   $        90.00     $      5,040.00

     56           8237050 Bend, 8 inch, 45 Degree, DI MJ                                                  Ea              14       $       400.00    $     5,600.00   $    900.00   $    12,600.00     $       687.00    $     9,618.00    $       700.00     $       9,800.00   $       850.00     $     11,900.00

     57           8237050 Bend, 8 inch, 90 Degree, DI MJ                                                  Ea               1       $       400.00    $      400.00    $    600.00   $      600.00      $       735.00    $        735.00   $       750.00     $        750.00    $       750.00 $           750.00

     58           8237050 Water Service, Building Connection, 1 inch                                      Ea              55       $     1,200.00    $    66,000.00   $    800.00   $    44,000.00     $       600.00    $    33,000.00    $       640.00     $      35,200.00   $     1,300.00     $     71,500.00

     59           8237050 Corporation Stop, 1 inch                                                        Ea              62       $       350.00    $    21,700.00   $    400.00   $    24,800.00     $       850.00    $    52,700.00    $       700.00     $      43,400.00   $       700.00     $     43,400.00

     60           8237050 Curb Stop and Box, 1 inch                                                       Ea              55       $       350.00    $    19,250.00   $    750.00   $    41,250.00     $       760.00    $    41,800.00    $       820.00     $      45,100.00   $       800.00     $     44,000.00

     61           8237050 Meter Pit Complete                                                              Ea               7       $     1,300.00    $     9,100.00   $    700.00   $     4,900.00     $     1,100.00    $     7,700.00    $       900.00     $       6,300.00   $     1,600.00     $     11,200.00

     62           8237050 Hydrant, 6 inch, Standard                                                       Ea               5       $     3,000.00    $    15,000.00   $ 3,500.00    $    17,500.00     $     3,865.00    $    19,325.00    $     4,200.00     $      21,000.00   $     3,700.00     $     18,500.00

     63           8237050 Reducer, 8 inch X 6 inch, DI MJ                                                 Ea               2       $       475.00    $      950.00    $ 1,500.00    $     3,000.00     $       766.50    $     1,533.00    $       650.00     $       1,300.00   $       650.00     $      1,300.00

     64           8237050 Sleeve, 6 inch, Long, DI MJ                                                     Ea               1       $       800.00    $      800.00    $ 1,000.00    $     1,000.00     $     1,900.00    $     1,900.00    $     1,270.00     $       1,270.00   $     1,275.00     $      1,275.00

     65           8237050 Sleeve, 16 inch, Long, DI MJ                                                    Ea               2       $     1,500.00    $     3,000.00   $ 1,800.00    $     3,600.00     $     4,522.00    $     9,044.00    $     2,900.00     $       5,800.00   $     2,600.00     $      5,200.00

     66           8237050 Tee, 16 inch x 8 inch, DI MJ                                                    Ea               1       $     1,000.00    $     1,000.00   $ 1,700.00    $     1,700.00     $     2,991.00    $     2,991.00    $     3,000.00     $       3,000.00   $     2,400.00     $      2,400.00

     67           8237050 Tee, 8 inch X 8 inch, DI MJ                                                     Ea               3       $       800.00    $     2,400.00   $    900.00   $     2,700.00     $     1,262.00    $     3,786.00    $     1,100.00     $       3,300.00   $     1,050.00     $      3,150.00

     68           8237050 Tee, 8 inch x 6 inch, DI MJ                                                     Ea               7       $       500.00    $     3,500.00   $    850.00   $     5,950.00     $     1,187.00    $     8,309.00    $     1,050.00     $       7,350.00   $     1,000.00     $      7,000.00

     69           8237050 Valve, 8 inch, Gate, with Box                                                   Ea               9       $     2,000.00    $    18,000.00   $ 2,800.00    $    25,200.00     $     2,112.00    $    19,008.00    $     2,300.00     $      20,700.00   $     2,400.00     $     21,600.00

     70           8237050 Valve, 6 inch, Gate, with Box                                                   Ea               7       $     1,500.00    $    10,500.00   $ 1,800.00    $    12,600.00     $     1,428.00    $     9,996.00    $     1,800.00     $      12,600.00   $     1,850.00     $     12,950.00

     71           8237050 Cut and Cap, 6 inch Watermain                                                   Ea               1       $       500.00    $      500.00    $   700.00    $      700.00      $       971.50    $        971.50   $       650.00     $        650.00    $     1,300.00     $      1,300.00




Bid Tabulation 2 of 3
              City of Muskegon                                            Project Engineer:    F. PEASE              Date:          2/9/2022
              Engineering Department                                       Project Number:     H92036
                                                                        Project description:   Houston, 9th to 3rd
                                                                       Engineer's Estimate:     $             1,445,401.50
                                                                                                                     Engineer Estimate              Mc Cormick Sand                    Jackson Merkey                             Wadel                                K&R

  Line Item     Pay Code   Description                                            Units          Quantity        Unit Price       Total        Unit Price       Total            Unit Price       Total              Unit Price           Total           Unit Price         Total

     72           8237050 Cap, 6 inch, DI MJ                                        Ea               6       $       300.00   $     1,800.00   $   250.00   $    1,500.00    $       635.50   $     3,813.00     $       650.00     $      3,900.00   $       650.00    $     3,900.00

     73           8237050 Cap, 8 inch, DI MJ                                        Ea               1       $       400.00   $      400.00    $   300.00   $      300.00    $       766.00   $         766.00   $       700.00     $        700.00   $       750.00 $          750.00

     74           8237050 Corporation Stop, 2 inch                                  Ea               3       $     1,000.00   $     3,000.00   $ 1,000.00   $    3,000.00    $     1,459.00   $     4,377.00     $     1,125.00     $      3,375.00   $     1,000.00    $     3,000.00

     75           8237050 Curb Stop and Box, 2 inch                                 Ea               3       $     1,000.00   $     3,000.00   $ 1,000.00   $    3,000.00    $     1,312.00   $     3,936.00     $     1,180.00     $      3,540.00   $     1,100.00    $     3,300.00

     76           8237050 Sleeve, 8 inch, Long, DI MJ                               Ea              11       $       500.00   $     5,500.00   $   900.00   $    9,900.00    $     2,762.00   $   30,382.00      $     1,300.00     $     14,300.00   $     1,275.00    $    14,025.00

     77           8237050 Water Service, Building Connection, 2 inch                Ea               3       $     1,600.00   $     4,800.00   $ 1,000.00   $    3,000.00    $     1,000.00   $    3,000.00      $       830.00     $      2,490.00   $     1,350.00    $     4,050.00

     78           8237050 Bend, 6 inch, 45 Degree, DI MJ                            Ea               4       $       400.00   $     1,600.00   $   700.00   $    2,800.00    $       590.50   $     2,362.00     $       600.00     $      2,400.00   $       650.00    $     2,600.00

     79           8237050 Reducer, 6 inch x 4 inch, DI MJ                           Ea               2       $       400.00   $      800.00    $ 1,200.00   $    2,400.00    $       541.50   $     1,083.00     $       560.00     $      1,120.00   $       500.00    $     1,000.00




                                                                                     TOTAL BID AMOUNT                         $ 1,445,401.50                $ 1,412,968.15                    $ 1,634,144.90                        $ 1,655,674.25                      $ 1,782,488.35




Bid Tabulation 3 of 3
 INDEX TO SHEETS   CITY OF MUSKEGON
                      HOUSTON AVE
                    FROM NINTH TO THIRD ST.,

                    TRAFFIC, SAFETY STANDARD PLANS




                                                                         UTILITIES
                                                                         ELECTRIC
                                                                         JOEL BROWN
                                                                         CONSUMERS ENERGY
                                                                         700 E STERNBERG ROAD
                                                                         NORTON SHORES, MI 49441
                                                                         (231) 557-8762

                                                                         TELEPHONE
                                                                         CINDY WHITEMAN
                                                                         FRONTIER COMMUNICATIONS
                                                                         860 TERRACE STREET

STANDARD PLANS                                                           MUSKEGON MI 49440
                                                                         (231) 727-0290

                                                                        GAS
                                                                         TONY FERRIER
                                                                         DTE ENERGY
                                                                         2359 OLTHOFF DRIVE
                                                                         MUSKEGON MI 49444
                                                                         (231) 726-0943 (CELL)

                                                                         CABLE
                                                                         JIM STITZEL
                                                                         COMCAST
                                                                         700 W BROADWAY AVENUE
                                                                         MUSKEGON, MI 49441
                                                                         (810) 217-1642
                                                                        WATER & SEWER
                                                                         DAVE BAKER
                                                                         CITY OF MUSKEGON DPW
                                                                         1350 E KEATING AVENUE
                                                                         MUSKEGON MI 49442
                                                                         (231) 724-4100




                                                      CONSTRUCTION INCLUDES 0.52 MILES OF HMA PAVEMENT
                                                      RECONSTRUCTION; INCLUDING HMA REMOVAL, HMA PAVEMENT,
                                                      WATER MAIN, WATER SERVICES, STORM SEWER, CONCRETE
                                                      SIDEWALKS, CURB & GUTTER, AND PAVEMENT MARKINGS ON
                                                      HOUSTON AVE IN THE CITY OF MUSKEGON, MUSKEGON COUNTY.




                                                                PREPARED UNDER THE SUPERVISION OF:




                                                                LEO EVANS, P.E.
                                                                CITY ENGINEER                                 CITY OF MUSKEGON
                                                                                                              ENGINEERING DEPARTMENT
                                                                                                              1350 E KEATING AVE
                                                                             55599                            MUSKEGON MI 49442
                                                                            REGISTRATION NUMBER


                                                       CITY OF MUSKEGON                                  HOUSTON AVE
                                                     OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                     DRAWN F. PEASE SEPT 21 REVISION
                                                     CHECKED                REVISION
                                                                                     SURVEY F.PEASE 2019
                                                                                                         H-92036
                                                                                                 AS-BUILT           PROJECT NO
                                                     APPROVED          REVISION                  SCALE   NO SCALESHEET NO        1   OF   16
                                                                                           HOUSTON AVE, THIRD TO NINTH ST. CROSS SECTION AND DETAIL SHEET
                                                                                                                                                                                                                                                                                                                4' MIN

                                                                                                                                                                                                NOTE:
                                                                                                                                                                                                ADJUSTMENT OF NEW DR STRUCTURES                                                                                                                        DRAINAGE STRUCTURE COVER EAST JORDAN
                                                                                                                                                                                                WILL BE INCLUDED IN THE COST OF THE NEW                                                                                                                #1045 OR APPROVED BY ENGINEER                       CATCH BASIN CASTING
                                                                                                                                                                                                DR STRUCTURES. ADJUSTMENT OF THE NEW DR                                                                                                                                                                    EAST JORDAN #7045
                                                                                                                                                                                                STRUCTURES WILL BE DONE IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                      PLACE 8" THICK CONCRETE AROUND
                                                                                                                                                                                                DRAINAGE STRUCTURE COVER, ADJUST DETAIL.
                                                                                                                                                                                                                                                                                                                                                      THE ADJUSTED CASTING STRUCK OFF 2"
                                                                                                                                                                                                                                                                                4' MIN                                                                BELOW HMA LEVELING COURSE. AFTER
                                                                                                                                                                                                                                                                                                                                                      24 HRS OF CURE TIME AND BEFORE HMA,
                                                                                                                                                                                                                                                                                                                                                      TOP COURSE IS PLACED, PLACE 2" OF COMPACTED
                                                                                                                                                                                                                                                                                                                                                                                                                                      BRICK
                                                                                                                                                                                                                                                                                                                                                      HMA OVER THE CONCRETE BASE FLUSH WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BRICK
                                                                                                                                                                                                                                                                                                                                                      THE HMA, LEVELING COURSE. THIS
                                                                                                                                                                                                                                                                                                                                                      WORK IS INCLUDED IN THE PAY ITEM, DR                                                             24"
                                                                                                                                                                                                                                                                                                                                                      STRUCTURE COVER, ADJUST, CASE 1, MODIFIED
                                                                                                                                                                                                                                                                       PLACE 2 INCHES OF HMA, LEVELING OVER
                                                                                                                                                                                                                                                                       8 INCH CONCRETE BASE FLUSH                                                                                                       6" MIN ADJUSTMENT                                                        min 6"
                                                                                                                                                                                                                                                                       WITH HMA, LEVELING COURSE                                                     SAW CUT EDGES                                                                                     6"
                                                                                                                                                                                                                                                                                                                                                      2" HMA, TOP COURSE
                                                                                                                                                                                                                                                                                                                                                                                                              PRECAST CONCRETE
                                                                                                                                                                                                                                                                                                                                                         2" HMA, LEVELING COURSE                              (ASTM C-478)
                                                                                                                                                                                                                                                                                                                                                        EXISTING 8" GRAVEL BASE                                                                                      PROPOSED PIPE                           MIN CORE DIA 2"
                                                                                                                                                                                                                                                                                                                  24"
                                                                                                                                                                                                                                                                                                                                       8" THICK CONCRETE, STRIKE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          GREATER THAN PIPE O.D.
                                                                                                                                                                                                                                                                                                                                                                                                                                         4"
                                                                                                                                                                                                                                                                                                                                       OFF 2 INCHES BELOW HMA LEVELING COURSE.




                                                                                                                                                                                                                                                                                                       6" MIN
                                                                                                                                                                                                                                                                                                                    18"
                                                                                                                                                                                                                                                                                                                                   WHERE CALLED FOR ON PLANS "DRAINAGE
                                                                                                                                                                                                                                                                                                                                   STRUCTURE, ADDITIONAL DEPTH, ADJUST,
                                                                                                                                                                                                                                                                                                                                   MODIFIED" IS EQUAL TO OR EXCEEDS 2' THE
                                                                                                                                                                                                                                                                                                                                   CONTRACTOR WILL USE PRECAST
                                                                                                                                                                                                                                                                                                       48" TYP.
                                                                                                                                                                                                                                                                                                                                   ECCENTRIC CONE SECTIONS CONFORMING
                                                                                                                                                                                                                                                                                                                                   TO ASTM C-478.
                                                                                                                                                                                                                                                                                                                                   LINE UP STEPS
                                                                                                                                                                                                                                                                                                                                                                                                              4" (26A) GRAVEL BASE REQUIRED

                                                                                                                                                                                                                                                                                                                        EXISTING PRECAST CONC
                                                                                                                                                                                                                                                                                                                        OR BRICK STRUCTURE



                                                                                                                                                                                                                                                                                                                                                                                                              WATER VALVE BOX AND
                                                                                                                                                                                                                                                                                                                                                                                                              COVER, COMPLETE DETAIL
  HOUSTON AVE HMA APPLICATION                                                                                                  DRAINAGE STRUCTURE COVERS                                                                                                                                                                                                                                                                                               PLACE 8" THICK CONCRETE AROUND
                                                                                                                                                                                                                                                                                                                                                                                                                             2' MIN
        HMA MIX                RATE
                                             PERFORMANCE
                                                                                                                      DETAIL                                                   UNIT TOTAL                                                                                                                                                                                                                                                              THE ADJUSTED CASTING STRUCK OFF 2"
                                                GRADE
                                                                                                         QUANTITY                      CASTING DESCRIPTION                    WEIGHT WEIGHT                                                                                                                                                                                                                                                            BELOW HMA, LEVELING COURSE. AFTER
 HMA, 4EML (TOP COURSE)      220# / SYD        70-28(P)       2 INCH-1 LIFT AWI 260, MIN                               TYPE
 HMA, 4EML (LEVEL COURSE)    220# / SYD        64-28          2 INCH-1 LIFT
                                                                                                                                                                                                                                                                                                                EXISTING LEAD JOINTS TYPICAL                                                                                                           24 HRS OF CURE TIME AND BEFORE HMA,
 HMA HAND PATCHING
                                                                                                              25 EA     K    CATCH BASIN CASTING EAST JORDAN #7045 OR EQUAL   490#    12,250#                                                                                                                                                                                                                                                          TOP COURSE IS PLACED, PLACE 2" OF COMPACTED
                             220# / SYD         64-28         2 INCH-1 LIFT
 (HMA, 4EML)
                                                                                                                             MANHOLE CASTING EAST JORDAN #1045 OR EQUAL                                                                                                                                                                                                                                                                                HMA, OVER THE CONCRETE BASE FLUSH WITH
HMA BOND COAT, SS-1H, AT 0.05 TO 0.15 GAL/SY, SHALL BE PLACED BETWEEN                                         33 EA     B                                                      330#   10,890#                                                                       CLAMP
EACH LIFT THE COST IS INCLUDED WITH THE HMA PAY ITEM.                                                                        TYPE A - SOLID COVER                                                                                                                                                                                 CLAMP                                                                          2' MIN                                THE HMA, LEVELING COURSE. THIS
                                                                                                                                                                                                                                                                                                                                                                                                                                                       WORK IS INCLUDED IN THE PAY ITEM, WATER VALVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                       BOX AND COVER, COMPLETE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                PLACE 2 INCHES OF HMA, LEVELING OVER
                                                                                                                                                                                                                                                                                                                                                                                                         SAW CUT EDGES                          8 INCH CONCRETE BASE FLUSH
                                                                                                                                                                                                                                                                                                                                                                                                                                                WITH HMA, LEVELING COURSE
                                                                                                                                                                                                                                                                                                                                                                                                                                                            2" HMA, TOP COURSE
                                                                                                                                                                                                                                                                                           EXISTING VALVE AND EXISTING 6" CAST IRON
                                                                                                                                                                                                                                                                                           WATERMAIN TO BE RESTRAINED WITH CLAMPS
                                                                                                                                                                                                                                                                                           AND TIE RODS BEFORE CUTTING PIPE FOR CAP.                                                                                                                             2" HMA, LEVELING COURSE
                                                                                                                                                                                                                                                                                           TIE RODS AND CLAMPS INCLUDED IN COST FOR                                                                                                                         8" AGGREGATE BASE
                                                                                                                                                                                                                                                                                           CUT AND CAP, 6 INCH WATERMAIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                8" THICK CONCRETE, STRIKE
                                                                                                                                                                                                                                                                                                                                                                                                                                                OFF 2" BELOW HMA LEVELING COURSE.


                                                                                                                                                                                                                                                        DUCTILE IRON MECHANICAL JOINT CAP WITH RETAINING GLANDS                                                                                                                                     PLACE BONNET ON 4 EQUALLY
                                                                                                                                                                                                                                                                                                                                                                                                                                                    SPACED CONC BRICKS




                                                                                                                                                                                                                                                                                                                         LID SHALL BE SET FLUSH
                                                                                                                                                                                                                                                                                                                         WITH EXISTING GRADE

                                                                                                                                                                                                                                                                                                                                                                                                                                               TOP SHALL BE IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                               THE MDOT STANDARD PLAN R-1-G
                                                                                                                                                                                                                                                                                                                                                                                                                                               (PRECAST FLAT TOP SECTION




                                                                                                                                                                                                                                                                                                                                         10.5 INCH
                                                                                                                                                                                                                                 TO CENTER OF YOKE




                                                                                                                                                                                                                                                                                                                                                                                                                                               CONFORMING TO ASTM C-478)
                                                                                                                                                                                                                                  18 INCH TO 20 INCH




                                                                                                                                                                                                                                                                                                                                                                                                  CATCH BASIN CASTING EAST
                                                           SUMMARY OF PAVEMENT CORING                                                                                                                                                                  FORD HOOD STD. W-3
                                                                                                                                                                                                                                                       W / 11.5 INCH LID
                                                                                                                                                                                                                                                                                            FROST LID                                                                                             JORDAN #7045 AS CALLED
                                                                                                                                                                                                                                                                                                                                                                                                  FOR ON PLANS
                                                                                                                                                                                                                                                       OR APPROVED EQUAL                 STOP FOR 1" COPPER
                  CORE #                    STATION #                         HMA THICKNESS        GRAVEL THICKNESS         SOIL TYPE TO 6-9.5' BELOW PAVT                                                                                                                                  TO 3/4" METER
                                                                                                                                                                                                                                                                                                                           EXPANSION
                      TB-01               1+55             CL                              3.5"         *5"                SAND: LIGHT BROWN FINE                                                                                                                                                                         HANDWHEEL

                      TB-02               8+34             RT                              3.25"        *18.0"             SAND: LIGHT BROWN FINE                                                                                                                                           METER                                                                                                              ADJUSTMENT
                      TB-03               15+10             LT                             4.0"         *4"                SAND: LIGHT BROWN FINE                                                                                                                                                                                                                                                                                                                  GUTTER




                                                                                                                                                                                                                                                                                                                                         36 INCH
                      TB-04               26+06               RT                           5.0"         *4"                SAND: LIGHT BROWN FINE
                                                                                                                                                                                                                                                                                          3/4 INCH




                                                                                                                                                                                                                                                                                                                                                                                                                                      6" MIN
                                                                                                                                                                                                        5.5 FOOT MINIMUM COVER




                                                                                                                                                                                                                                                       P.V.C. PIT                        YOKE BAR
                                                                                                                                                                                                                                                                                   YOKE "L" W/DRAIN
                                                                                                                                                                                                                                                                                   FOR 1" COPPER
                                                                                                                                                                                                                                                                                   TO 3/4" METER
                                                                                                                                                                                                                                                                                                                                                                                   PRECAST
                                                                                                                                                                                                                                                                                            20" I.D.
                                                                                                                                                                                                                                                                                                                                                                                   CONCRETE                                                                         JOINTS SHALL BE RUBBER
                                                                                                                                                                                                                                                                                                                                                                                   (ASTM C-478)                                                                     O-RING GASKETS


                                                                                                                                                                                                                                                                                                                                                                                                                                                    PIPE PER
                                                                                                                                                                                                                                                                                                                                                                                                                                                     PLAN    INVERT
                                                                                                                                                                                                                                    BRICK SUPPORT
                                                                                                                                                                                                                                     4 REQUIRED

                                                                                                                                                                                                                                                         FLOW                                                                                        FLOW                          CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                   FOOTING
                                                                                                                                                                                                                                                                       WATER SERVICE - 1 INCH TYPE "K" COPPER
                                                                                                                                                                                                                                                                                                                                                                                   GRADE 'B'




                                                                                                                                                                                                                                                   WHERE POSSIBLE, EXISTING OUT SIDE METERS SHALL BE
                                                                                                                                                                                                                                                   RELOCATED, BY THE CITY, INSIDE THE RESIDENCE OR PLACE OF
                                                                                                                                                                                                                                                   BUSINESS. IF METERS HAVE TO REMAIN OUTSIDE, NEW METER PITS
                                                                                                                                                                                                                                                   SHALL BE INSTALLED ON THE PROPERTY LINE. ALL ABANDONED
                                                                                                                                                                                                                                                   METER PITS SHALL BE REMOVED BY THE CONTRACTOR, THE
                                                                                                                                                                                                                                                   REMOVAL TO BE INCLUDED IN THE NEW WATER SERVICE.                                                                                                   4" (26A) GRAVEL BASE REQUIRED


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CITY OF MUSKEGON                     HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          3 WORKING DAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                                                                       Know what's below.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              DRAWN F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CHECKED                REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  H-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              AS-BUILT          PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                          Call before you dig.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              APPROVED             REVISION   SCALE   NO SCALESHEET NO       2   OF   16
                                                                                                                                                HOUSTON AVE                                                                                                                                                                                                                                                              ADDITIONAL QUANTITIES THIS SHEET STA 0+83 TO 5+83
                                                                                                                                                                                                                                                                                                                                                                                                                    DESCRIPTION                                                                      QUANTITIES                 UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                    AGGREGATE BASE, 8 INCH                                                                  1654                SYD
                                                                                                                                                                                                                                                                                                                                                                                                                    CURB AND GUTTER, CONC, DET F4                                                           1026                 FT
                                                                                                                                                                                                                                                                                                                                                                                                                    EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                           2                   EA
                                                                                                                                                                                                                                                                                                                                                                                                                    HMA, LEVELING                                                                           191                 TON
                                                                                                                                                                                                                                                                                                                                                                                                                    HMA, TOP                                                                                191                 TON
                                                                                                                                                                                                                                                                                                                                                                                                                    HYDROSEEDING                                                                            1109                SYD
                                                                                                                                                                                                                                                                                                                                                                                                                    MACHINE GRADING, MODIFIED                                                                5                  STA




                                                                                                                                                                                                                                                                                                                                                                       LINE
                                                                                                                                                                                                                                                                                                                                                                                                                    PAVT, REM, MODIFIED                                                                     1864                SYD
                                                                                                                                                                                                                                                                                                                                                                                                                    SIDEWALK, CONC, 4 INCH                                                                  2777                 SF
                                                                                                                                                                                                                                                                                                                                                                                                                    SIDEWALK, CONC, 6 INCH                                                                  298                  SF
                              TREE 37" OR LARGER                       SHRUBS                                                                                                                                                                                                                              SAW                        SAW
                                                                                                                                                                                                                                                                                                                                                                                                                    SIDEWALK, REM                                                                           342                 SYD
                                                                                                                                                                           SHRUBS                                                                                                                                                                                                                                   TOPSOIL SURFACE, FURN, 4 INCH                                                           1109                SYD
                                                         CS                     CS                                                             CS                                             CS
                                                                                                                                                                                                                       CS
                                                                                                                                                                                                                                     SHRUBS   CS                  CS
                                                                                                            MP


                                                                                                                       MP
                                                                                                                                                    SHRUB

                                               TREE 13"- 24"                                             TREE 3"- 7"                                                                                                                                               TREE 13"- 24"




                                                                                                                                                                                                                                                                                                                                                                                      PROP 30' B-B
                                                                                                                                                                                                                                                                                                                                                                        EX. 29' B-B
                                                                                                                                                                                               PROP 8" D.I. WM
                P.O.B. 0+83




                                     1+00




                                                                                            2+00




                                                                                                                                                            3+00




                                                                                                                                                                                                                              4+00




                                                                                                                                                                                                                                                                                     5+00
                                                                                                                                                                                                                                                                                                                                                                                                                                       TOTAL QUANTITIES THIS SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                 DESCRIPTION                                                                 QUANTITIES                UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                 AGGREGATE BASE, 8 INCH                                                              1654                SYD
                                                                                                                                                                                                                                                                                                                                                                                                                 CURB AND GUTTER, CONC, DET F4                                                       1026                 FT
                                                                                                                                                                   TREE 25"- 36"                                                     TREE 25"- 36"
                                                                                                                                                                                    MP
                                                                                                                                                                                                                                                                                                                                                                                                                 CURB RAMP OPENING,CONC                                                               81                  FT
                                                                                                                                                                                         MP




                                                                                                                                                                                                                                                                                                                                                                       MATCH
                                                                                                                                                                                                                  MP
                                                                                                                                                                                                                                                                                                                                                                                                                 DETECTABLE WARNING SURFACE                                                           50                  FT

                                                               CS                                                                                                                                                MP                                                                                                                                                                                              DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED                                            101                SYD
                                                                                     CS             CS                                    CS                                                                                                       CS
                                             TREE 25"- 36"
                                                                                                                                                                                                                                                                                              SAW                              SAW                                                                               EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                       2                  EA
                                                                                                                                                                                                                                                                                                                                                                                                                 HMA, LEVELING                                                                        191                TON
                                                                                                                                                                                                                                                                                                                                                                                                                 HMA, TOP                                                                             191                TON
                                                                                                                                                                                                                                                                                                                                                                                                                 HYDROSEEDING                                                                        1109                SYD
                                                                                                                                                                                                                                                                                                                                                                                                                 MACHINE GRADING, MODIFIED                                                            5                  STA
                                                                                                                                                                                                                                                                                                                                                                                                                 PAVT, REM, MODIFIED                                                                 1864                SYD
                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, CONC, 4 INCH                                                               615                 SF
                                                                                                                                                                                                                                                                                                                                                                                                                 CURB RAMP, CONC, 6 INCH                                                              611                 SF
                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, REM                                                                        216                SYD
                                                                                                                                                                                                                                                                                                                                                                                                                 TOPSOIL SURFACE, FURN, 4 INCH                                                       1109                SYD




                                                                                                         Profile View Station
                                                                                                                       of Houston Ave
            617.0                                                                                                                                                                                                                                                                                                                                                        617.0


            616.0                                                                                                                                                                                                                                                                                                                                                        616.0


            615.0                                                                                                                                                                                                                                                                                                                                                        615.0


            614.0                                                                                                                                                                                                                                                                                                                                                        614.0


            613.0                                                                                                                                                                                                                                                                                                                                                        613.0


            612.0                                                                                                                                                                                                                                                                                                                                                        612.0


            611.0                                                                                                                                                                                                                                                                                                                                                        611.0
Elevation




                                                                                                                                                                                                                                                                                                                                                                                                     Elevation
            610.0                                                                                                                                                                                                                                                                                                                                                        610.0
                                                                                                                        MIN. 5.5' DEPTH




        609.0                                                                                                                                                                                                                                                                                                                                                            609.0


        608.0                                                                                                                                                                                                                                                                                                                                                            608.0




                                                                                                                                                                                                                                                                                                                          1.5' MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                          3 WORKING DAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                    DIG
                                                                                                                                                                                                                                                                                                                                                                                                                                               MISS

        607.0                                                                                                                                                                                                                                                                                                                                                            607.0




                                                                                                                                                                                                                                                                                             45 DEG BEND




                                                                                                                                                                                                                                                                                                                                                      45 DEG BEND
        606.0                                                                                                                                                                                                                                                                                                                                                            606.0




                                                                                                                                                                                                                                                                                                                 45 DEG BEND


                                                                                                                                                                                                                                                                                                                                        45 DEG BEND
        605.0                                                                                                                                                                                                                                                                                                                                                            605.0


        604.0                                                                                                                                                                                                                                                                                                                                                            604.0


        603.0                                                                                                                                                                                                                                                                                                                                                            603.0


        602.0                                                                                                                                                                                                                                                                                                                                                           602.0                                                      SCALE: 1"=20'
                                                                                                                                                                                                                                                                                                                                                                                                                                 VERT. SCALE: 1"=2'
            0+83                     1+00                                                  2+00                                                         3+00                                                                 4+00                                                   5+00                                                                             5+83
                                                                                                                                                                                              Station
                       608.570


                                   608.882




                                                                    609.561




                                                                                                                                                                                                                                                                                                                                                                    613.988
                                                                                                                                                                                                                                                                                   613.378




                                                                                                                                                                                                                                                                                                                                           613.808
                                                                                                           610.661




                                                                                                                                                                                                                                                        612.861
                                                                    609.54
                                   608.92




                                                                                                                                                                                               611.761




                                                                                                                                                                                                                            612.311
                                                                                                                                                                                                                            612.36




                                                                                                                                                                                                                                                                                                                                                                    614.48
                                                                                                                                                                                                                                                        612.97




                                                                                                                                                                                                                                                                                   613.58
                                                                                                           610.72




                                                                                                                                                                                                                                                                                                                                            614.16
                                                                                          610.111




                                                                                                                                                       611.211
                                                                                          610.15




                                                                                                                                                                                               611.84
                                                                                                                                                       611.27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ROAD PLAN AND ROAD PROFILE

                                                                                                                                                                                                                                                                                                                                                                                                                                       CITY OF MUSKEGON                                           HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                    OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWN
                                                                                                                                                                                                                                                                                                                                                                                                                                    CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                            F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                             REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          H-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          AS-BUILT                 PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                                    APPROVED                   REVISION                   SCALE   NO SCALESHEET NO              3     OF   16
                                                                                                                                                       HOUSTON AVE                                                                                                                                                                           ADDITIONAL QUANTITIES THIS SHEET STA 5+83 TO 10+83
                                                                                                                                                                                                                                                                                                                                         DESCRIPTION
                                                                                                                                                                                                                                                                                                                                         AGGREGATE BASE, 8 INCH
                                                                                                                                                                                                                                                                                                                                                                                                               QUANTITIES
                                                                                                                                                                                                                                                                                                                                                                                                                        1627
                                                                                                                                                                                                                                                                                                                                                                                                                                    UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                     SYD
                                                                                                                                                                                                                                                                                                                                         CURB AND GUTTER, CONC, DET F4                                                  996          FT
                                                                                                                                                                                                                                                                                                                                         EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                     3        EA
                                                                                                                                                                                                                                                                                                                                         HAND PATCHING                                                                      10       TON
                                                                                                                                                                                                                                                                                                                                         HMA, LEVELING                                                                   188         TON
                                                                                                                                                                                                                                                                                                                                         HMA, TOP                                                                        188         TON
                                                                                                                                                                                                                                                                                                                                         HYDROSEEDING                                                                    851         SYD
                                                                                                                                                                                                                                                                                                                                         MACHINE GRADING, MODIFIED                                                          5        STA
                                                                                                                                                                                                                                                                                                                                         PAVT, REM, MODIFIED                                                            2100         SYD
                                                                                                                                                                                                                                                                                                                                         TOPSOIL SURFACE, FURN, 4 INCH                                                   851         SYD
                                                                                                                                                                                                                                                                                                                                         SIDEWALK, REM                                                                  363          SYD
                                                                                                                                                                                                                                                                                                                                         SIDEWALK, CONC, 4 INCH                                                        2970          SF
                                                                                                                                                                                                                                                                                                                                         SIDEWALK, CONC, 6 INCH                                                         300          SF
             LINE




                                                                                                                                                                                                                                                                                             LINE
                                                                                                                                                                                                                                                                SAW        SAW
                                          CS                                                                                                 CS         CS                             CS
                                                                                                                                                                                                                                                                                                                                                               TOTAL QUANTITIES THIS SHEET
                                                                                                                                                                                                                                        CS                                            CS
                                                                                                                                                                                                                                                                                                                                        DESCRIPTION                                                          QUANTITIES           UNIT
                                               TREE 13"- 24"
                                                                                                   TREE 25"- 36"                                                                                      TREE 13"- 24" MP   MP
                                                                                                                                                                                                                                             TREE 25"- 36"                                                                              AGGREGATE BASE, 8 INCH                                                       1627          SYD
                                                                              TREE 8"- 12"
                                                                                                                                                                                                                                                                                                                                        CATCH BASIN 4 FT DIA, SPECIAL DETAIL                                            3           EA
                                                                                                                                                                                                                                                                                                                                        CURB AND GUTTER, CONC, DET F4                                                 996           FT
                                                                                                                                                                                                                                                                                                                                        CURB RAMP OPENING,CONC
            PROP 30' B-B




                                                                                                                                                                                                                                                                                                                                                                                                                       72           FT
             EX. 29' B-B




                                                                                                                                                                                                                                                                                                             PROP 30' B-B
                                                                                                                                                                                                                                                                                               EX. 29' B-B
                                   6+00




                                                                                        7+00                                                                                                                                                                                                                                            DETECTABLE WARNING SURFACE                                                     40           FT




                                                                                                                                                               8+00




                                                                                                                                                                                                                                9+00




                                                                                                                                                                                                                                                                        10+00
                                                                                                                                                                                                                                                                                                                                        DR STRUCTURE COVER, TYPE K, MODIFIED                                            3           EA
                                                                                                                                                                                                                                                                                                                                        DR STRUCTURE, REM, MODIFIED                                                     4           EA
                                                                                                                                                                                                                                                                                                                                        DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED                                      84          SYD
                                                                                                TREE 13"- 24"                                                                                                                                                                                                                           DRIVEWAY, NONREINF CONC, 8 INCH, MODIFIED                                      24          SYD
                                                                                                                                  TREE 25"- 36"                                                                                                                                                                                         EROSION CONTROL, INLET PROTECTION, FABRIC DROP
                           TREE 3"- 7"                                                               MP
                                                                                                                                                                                                                                                                                                                                                                                                                        3           EA
                                                       MP                MP                               MP
                                                                                                                                                                                                                                                                                                                                        HAND PATCHING                                                                  10          TON
                                                                                                                                                                      CS                                  CS
                                                MP                                                                                                                                                                                                                                                                                      HMA, LEVELING                                                                  188         TON
                                                                                                                                                  CS
             MATCH




                                                                                                                                                                                                                                                               SAW     SAW                                                              HMA, TOP                                                                       188         TON




                                                                                                                                                                                                                                                                                             MATCH
                                                                                                                                                                                                                                                                                                                                        HYDROSEEDING                                                                   851         SYD
                                                                                                                                                                                                                                                                                                                                        MACHINE GRADING, MODIFIED                                                       5          STA
                                                                                                                                                                                                                                                                                                                                        PAVT, REM, MODIFIED                                                          2100          SYD
                                                                                                                                                                                                                                                                                                                                        SEWER, DUCTILE IRON, CL 52, 8 INCH, TR DET B                                   28           FT
                                                                                                                                                                                                                                                                                                                                        SEWER, PVC SDR 35, 8 INCH, TR DET B                                            160          FT
                                                                                                                                                                                                                                                                                                                                        SEWER, REM, LESS THAN 24 INCH                                                  31           FT
                                                                                                                                                                                                                                                                                                                                        SIDEWALK, CONC, 4 INCH                                                       3845           SF
                                                                                                                                                                                                                                                                                                                                        SIDEWALK, CONC, 8 INCH                                                        255           SF
                                                                                                                                                                                                                                                                                                                                        CURB RAMP, CONC, 6 INCH                                                       542           SF
                                                                                                                                                                                                                                                                                                                                        SIDEWALK, REM                                                                 784          SYD
                                                                                                                                                                                                                                                                                                                                        TOPSOIL SURFACE, FURN, 4 INCH                                                  851         SYD
                                                                                                                                                                                                                                                                                                                                        SIDEWALK, CONC, 6 INCH                                                        300           SF




                                                                                                                                  Profile View Station
                                                                                                                                                of Houston Ave
            617.0                                                                                                                                                                                                                                                                               617.0


            616.0                                                                                                                                                                                                                                                                               616.0


            615.0                                                                                                                                                                                                                                                                               615.0


            614.0                                                                                                                                                                                                                                                                               614.0
                                                                                                                                                                                                                                                                                                                                                                                              3 WORKING DAYS
                                                                                                                                                                                                                                                                                                                                                                                              EXCLUDING SAT, SUN & HOLIDAYS
Elevation




                                                                                                                                                                                                                                                                                                                            Elevation
                                                                                                                                                                                                                                                                                                                                                                                        DIG
                                                                                                                                                                                                                                                                                                                                                                                 MISS
            613.0                                                                                                                                                                                                                                                                               613.0
                                                                                                                MIN. 5.5' DEPTH




            612.0                                                                                                                                                                                                                                                                               612.0
                                                                                                                                                                           1.5' MIN.




             611.0                                                                                                                                                                                                                                                                              611.0


            610.0                                                                                                                                                                                                                                                                               610.0


        609.0                                                                                                                                                                                                                                                                                   609.0


        608.0                                                                                                                                                                                                                                                                                   608.0                                                                       SCALE: 1"=20'
        607.0                                                                                                                                                                                                                                                                                  607.0
                                                                                                                                                                                                                                                                                                                                                                          VERT. SCALE: 1"=2'
            5+83                  6+00                                                 7+00                                                                   8+00                                                             9+00                                   10+00                10+83
                                                                                                                                                                                       Station
                                                                                                                                   614.490




                                                                                                                                                             614.640




                                                                                                                                                                                                                              614.940
                                                                                                                                                                                            614.790
                                                                                      614.340




                                                                                                                                                                                                                                                                      615.292
                                 614.040




                                                                                                                                                                                                                                                     615.098
                   613.988




                                                                                                                                                                                                                                                                                 615.070




                                                                                                                                                                                                                                                                                             614.971
                                                               614.190




                                                                                                                                                                                            614.94
                                                                                                                                                              614.89
                                 614.60




                                                               614.73
                   614.48




                                                                                                                                                                                                                                                                      615.05




                                                                                                                                                                                                                                                                                 614.83
                                                                                                                                                                                                                               615.02




                                                                                                                                                                                                                                                     615.02
                                                                                       614.82




                                                                                                                                    614.78




                                                                                                                                                                                                                                                                                                                                                                                                                       ROAD PLAN AND ROAD PROFILE

                                                                                                                                                                                                                                                                                                                                                                  CITY OF MUSKEGON                                     HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                               OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                               DRAWN
                                                                                                                                                                                                                                                                                                                                                               CHECKED
                                                                                                                                                                                                                                                                                                                                                                       F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                        REVISION
                                                                                                                                                                                                                                                                                                                                                                                                 SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                     H-92036
                                                                                                                                                                                                                                                                                                                                                                                                               AS-BUILT            PROJECT NO
                                                                                                                                                                                                                                                                                                                                                               APPROVED          REVISION                      SCALE     NO SCALESHEET NO       4   OF   16
                                                                                                                HOUSTON AVE                                                                                                                                                                                                                                                                                                              ADDITIONAL QUANTITIES THIS SHEET STA 10+83 TO 15+83
                                                                                                                                                                                                                                                                                                                                                                                                                                     DESCRIPTION                                                                   QUANTITIES                UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                     AGGREGATE BASE, 8 INCH                                                            1658                   SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                     CURB AND GUTTER, CONC, DET F4                                                     1017                       FT
                                                                                                                                                                                                                                                                                                                                                                                                                                     EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                         4                     EA
                                                                                                                                                                                                                                                                                                                                                                                                                                     HMA, LEVELING                                                                     193                    TON
                                                                                                                                                                                                                                                                                                                                                                                                                                     HMA, TOP                                                                          193                    TON
                                                                                                                                                                                                                                                                                                                                                                                                                                     HYDROSEEDING                                                                      1031                   SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                     MACHINE GRADING, MODIFIED                                                              5                 STA
                                                                                                                                                                                                                                                                                                                                                                                                                                     PAVT, REM, MODIFIED                                                               1783                   SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                     TOPSOIL SURFACE, FURN, 4 INCH                                                     1031                   SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                     SIDEWALK, REM                                                                     404                    SYD
              LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                     SIDEWALK, CONC, 4 INCH                                                            3125                       SF




                                                                                                                                                                                                                                                                                                                                                                                          LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                     SIDEWALK, CONC, 6 INCH                                                            270                        SF



                                                                                                                                                                                                                                                                                 SAW    SAW
                                         CS                                                 CS                       CS                            CS                     CS                 CS
                                                                                                                                                                                                                                                                                                                                                       CS                            CS

                                                                                                                                                                                                                                                                              N  C.
                                                   TREE 25"- 36"                                                                                                                                                                                                        "   CO
                                                                                                                                                                  TREE 25"- 36"                   TREE 25"- 36"                                                    ' 12
                                                                                                                                                                                                                                                                44                                                                              TREE 13"- 24"                       TREE 13"- 24"




                                                                                                                                                                                                                                                                                             60
                                                                                                                                                                                                                                                                                               '1
                                                                                                                                                                                                                                                                                                  2"
                                                                                                                                                                                                                                                                                                     D.
            PROP 30' B-B
                           EX. 29' B-B




                                                                                                                                                                                                                                                                                                        I.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 QUANTITIES THIS SHEET




                                                                                                                                                                                                                                                                                                                                                                                            EX. 29' B-B
                                                                                                                                                                                                                                                                                                                                                                                                          PROP 30' B-B
                                         11+00




                                                                                                                                                                                                                                                                                                                     D.I.
                                                                                                  12+00




                                                                                                                                                                                                                                  28' 12" CON
                                                                                                                                                        13+00




                                                                                                                                                                                                             14+00




                                                                                                                                                                                                                                                                                                                            15+00
                                                                                                                                                                                                                                                                                                                                                                                                                                     DESCRIPTION                                                                   QUANTITIES                UNIT




                                                                                                                                                                                                                                                                                                             28' 12"
                                                                                                                                                                                                                                                                                                                                                                                                                                     AGGREGATE BASE, 8 INCH                                                           1658                   SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                     CATCH BASIN 4 FT DIA, SPECIAL DETAIL                                              4                      EA




                                                                                                                                                                                                                                              C.
                                                                                                            TREE 25"- 36"                                                                                                                                                                                                                                                                                                            CATCH BASIN 2 FT DIA, SPECIAL DETAIL                                              2                      EA
                                                                                                                                                                                                                                                   31
                                                                                  TREE 13"- 24"                                                                                                                                                      '1
                                                                                                                                                                                                                                                        2"                                                                                                                                                                           CURB AND GUTTER, CONC, DET F4                                                    1017                    FT
                                                                                                                                                                                                                                                             CO
                                                                                                                                                                                                                                                               NC                                                                                                                                                                    CURB RAMP OPENING,CONC                                                            72                     FT
                                                                                                                                                                                                                                                                 .
                                                                                  CS                                                                                                                                                                                                                                                                                                                                                 DETECTABLE WARNING SURFACE                                                        40                     FT
              MATCH




                                                                   CS
                                                                                                                            CS                                     CS                                         CS                                                             28' 12" CONC.                                                                      CS             CS                                                    DR STRUCTURE COVER, ADJ, CASE I, MODIFIED                                          1                     EA




                                                                                                                                                                                                                                                                                                                                                                                          MATCH
                                                                                                                                                                                                                                                                                                                                                                                                                                     DR STRUCTURE COVER, TYPE B, MODIFIED                                               1                     EA
                                                                                                                                                                                                                                                                             SAW       SAW                                                                                                                                           DR STRUCTURE COVER, TYPE K, MODIFIED                                              6                      EA
                                                                                                                                                                                                                                                                                                                                                                                    TREE 37" OR LARGER
                                                                                                                                                                                                                                                                                                                                                                                                                                     DR STRUCTURE, REM, MODIFIED                                                       4                      EA
                                                                                                                                                                                                                                                                                                                                                                                                                                     DR STRUCTURE TAP, 12 INCH                                                         2                      EA
                                                                                                                                                                                                                                                                                                                                                                                                                                     DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED                                        139                    SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                     EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                    4                      EA
                                                                                                                                                                                                                                                                                                                                                                                                                                     HMA, LEVELING                                                                    193                    TON
                                                                                                                                                                                                                                                                                                                                                                                                                                     HMA, TOP                                                                         193                    TON
                                                                                                                                                                                                                                                                                                                                                                                                                                     HYDROSEEDING                                                                     1031                   SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                     MACHINE GRADING, MODIFIED                                                         5                     STA
                                                                                                                                                                                                                                                                                                                                                                                                                                     PAVT, REM, MODIFIED                                                              1783                   SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                     SEWER, CL E, 12 INCH, TR DET B                                                    131                    FT
                                                                                                                                                                                                                                                                                                                                                                                                                                     SEWER, DUCTILE IRON, CL 52, 12 INCH, TR DET B                                     88                     FT
                                                                                                                                                                                                                                                                                                                                                                                                                                     SEWER, REM, LESS THAN 24 INCH                                                     128                    FT
                                                                                                                                                                                                                                                                                                                                                                                                                                     SIDEWALK, CONC, 4 INCH                                                           3691                    SF



                                                                                                                     Profile View Station
                                                                                                                                   of Houston Ave
                                                                                                                                                                                                                                                                                                                                                                                                                                     SIDEWALK, CONC, 6 INCH                                                           270                     SF
                                                                                                                                                                                                                                                                                                                                                                                                                                     CURB RAMP, CONC, 6 INCH                                                          543                     SF
                                                                                                                                                                                                                                                                                                                                                                                                                                     SIDEWALK, REM                                                                    665                    SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                     TOPSOIL SURFACE, FURN, 4 INCH                                                    1031                   SYD
            617.0                                                                                                                                                                                                                                                                                                                                                                            617.0


            616.0                                                                                                                                                                                                                                                                                                                                                                            616.0


            615.0                                                                                                                                                                                                                                                                                                                                                                            615.0


            614.0                                                                                                                                                                                                                                                                                                                                                                            614.0


            613.0                                                                                                                                                                                                                                                                                                                                                                            613.0
                                                                                                                                 MIN. 5.5' DEPTH




            612.0                                                                                                                                                                                                                                                                                                                                                                            612.0
Elevation




                                                                                                                                                                                                                                                                                                                                                                                                                         Elevation
               611.0                                                                                                                                                                                                                                                                                                                                                                         611.0




                                                                                                                                                                                                                                                                                                                                    1.5' MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3 WORKING DAYS




                                                                                                                                                                                                                      1.5' MIN.
            610.0                                                                                                                                                                                                                                                                                                                                                                            610.0                                                                                 EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DIG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MISS




        609.0                                                                                                                                                                                                                                                                                                                                                                                609.0


        608.0                                                                                                                                                                                                                                                                                                                                                                                608.0


        607.0                                                                                                                                                                                                                                                                                                                                                                                607.0


        606.0                                                                                                                                                                                                                                                                                                                                                                                606.0


        605.0                                                                                                                                                                                                                                                                                                                                                                                605.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SCALE: 1"=20'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                VERT. SCALE: 1"=2'
        604.0                                                                                                                                                                                                                                                                                                                                                                            604.0
            10+83                         11+00                                                   12+00                                                 13+00                                                14+00                                                                                                          15+00                                                    15+83
                                                                                                                                                                                  Station




                                                                                                                                                                                                                                                                                                                                                                                          614.739
                                                                                                                                                                                                                                                                                                                                                                     614.640
                                                                                                                                                                                                                                                                                                                            614.484
                                         614.920




                                                                                                  614.620




                                                                                                                             614.470




                                                                                                                                                        614.320
                                                                        614.770




                                                                                                                                                                                                            614.020
                           614.971




                                                                                                                                                                                                                                                                            614.163
                                                                                                                                                                                   614.170




                                                                                                                                                                                                            614.66




                                                                                                                                                                                                                                                                            614.66




                                                                                                                                                                                                                                                                                                                                                                     614.69
                                                                                                                                                                                                                                                                                                                            614.64
                           614.89




                                                                                                                                                                                   614.68
                                                                        614.84




                                                                                                                                                        614.74
                                          614.91




                                                                                                                              614.71
                                                                                                   614.81




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ROAD PLAN AND ROAD PROFILE

                                                                                                                                                                                                                                                                                                                                                                                                                                                       CITY OF MUSKEGON                                       HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                                                                     DRAWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                     CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                             F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           H-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      AS-BUILT                  PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                     APPROVED           REVISION                      SCALE    NO SCALESHEET NO               5        OF   16
                                                                                                                                                 HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                      ADDITIONAL QUANTITIES THIS SHEET STA 15+83 TO 20+83
                                                                                                                                                                                                                                                                                                                                                                                                   DESCRIPTION                                                           QUANTITIES            UNIT
                                                                                                                                                                                                                                                                                                                                                                                                   AGGREGATE BASE, 8 INCH                                                       1606             SYD
                                                                                                                                                                                                                                                                                                                                                                                                   CURB AND GUTTER, CONC, DET F4                                                1432              FT
                                                                                                                                                                                                                                                                                                                                                                                                   EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                4                EA
                                                                                                                                                                                                                                                                                                                                                                                                   HMA, LEVELING                                                                186              TON
                                                                                                                                                                                                                                                                                                                                                                                                   HMA, TOP                                                                     186              TON
                                                                                                                                                                                                                                                                                                                                                                                                   HYDROSEEDING                                                                 1074             SYD
            LINE




                                                                                                                                                                                                                                                                                                                                                                                                   MACHINE GRADING, MODIFIED                                                     5               STA




                                                                                                                                                                                                                                                                                                                                                        LINE
                                                                                                                                                                                                                                                                                                                                                                                                   PAVT, REM, MODIFIED                                                          1808             SYD
                                                                                                                                                                                                                                                                                                                                                                                                   TOPSOIL SURFACE, FURN, 4 INCH                                                1074             SYD
                                                                                                                                                                                                                                                                                                                                                                                                   SIDEWALK, REM                                                                432              SYD
                                                                                                                                                                                                                                                                  TREE 13"- 24"
                                CS                                                                                                                                                                                                         SAW    SAW                                                                                                                                              SIDEWALK, CONC, 4 INCH                                                       3867              SF
                                                                                       CS           CS                                                                 CS



                            TREE 13"- 24"                              MP     MP
                                                                                                                           TREE 13"- 24"
                                                                                                                                                                                                                                                                                                        TREE 13"- 24"
                                                                                                                                                                                                                                                                                                                        TREE 25"- 36"
                       EX. 29' B-B
        PROP 30' B-B




                                                                                                                                                                                                                                                                  29' 12" CONC.




                                                                                                                                                                                                                                                                                                                                                                        PROP 30' B-B
                                                                                                                                                                                                                                                                                                                                                          EX. 29' B-B
                                            16+00




                                                                                                 17+00




                                                                                                                                                                              18+00




                                                                                                                                                                                                                                   19+00




                                                                                                                                                                                                                                                                                                20+00
                                                                                                                                                                                                                                                                                                                                                                                                                                         QUANTITIES THIS SHEET

                                                                               TREE 13"- 24"                                                                                                                                                                                                                                                                                                       DESCRIPTION                                                               QUANTITIES         UNIT
                                                    TREE 13"- 24"
                                                                                                                                                                                                                 TREE 25"- 36"                                                                                                                                                                     AGGREGATE BASE, 8 INCH                                                       1606              SYD
                                                                                                                                                                                                                                                                                  TREE 3"- 7"
                                                                                                                                                                                                                                                                                                                                        TREE 3"- 7"                                                CATCH BASIN 2 FT DIA, SPECIAL DETAIL                                           1                EA
                                                              CS                               CS                                    CS               CS                                              CS
                                                                                                                                                                                                                                                                                                                                                                                                   CURB AND GUTTER, CONC, DET F4                                                1432               FT
                                                                                                                                                           TREE 25"- 36"                                                                                                                  CS                                  CS
            MATCH




                                                                                                                                                                                                                                           SAW   SAW                                                                                                                                               CURB RAMP OPENING,CONC                                                        72                FT




                                                                                                                                                                                                                                                                                                                                                        MATCH
                                                                                                                                                                                                                                                                                                                                                                                                   DETECTABLE WARNING SURFACE                                                    40                FT
                        TREE 37" OR LARGER                                                                                                                                            TREE 25"- 36"
                                                                                                                                                                                                                                                                                                                                                                                                   DR STRUCTURE COVER, ADJ, CASE I, MODIFIED                                      2                EA
                                                                                                                                                                                                                                                                                                                                                                                                   DR STRUCTURE COVER, TYPE B, MODIFIED                                           1                EA
                                                                                                                                                                                                                                                                                                                                                                                                   DR STRUCTURE COVER, TYPE K, MODIFIED                                           2                EA
                                                                                                                                                                                                                                                                                                                                                                                                   DR STRUCTURE, REM, MODIFIED                                                    1                EA
                                                                                                                                                                                                                                                                                                                                                                                                   DR STRUCTURE TAP, 12 INCH                                                      1                EA
                                                                                                                                                                                                                                                                                                                                                                                                   DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED                                     27               SYD
                                                                                                                                                                                                                                                                                                                                                                                                   EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                 4                EA
                                                                                                                                                                                                                                                                                                                                                                                                   HMA, LEVELING                                                                 186              TON
                                                                                                                                                                                                                                                                                                                                                                                                   HMA, TOP                                                                      186              TON
                                                                                                                                                                                                                                                                                                                                                                                                   HYDROSEEDING                                                                 1074              SYD
                                                                                                                                                                                                                                                                                                                                                                                                   MACHINE GRADING, MODIFIED                                                      5               STA
                                                                                                                                                                                                                                                                                                                                                                                                   PAVT, REM, MODIFIED                                                          1808              SYD
                                                                                                                                                                                                                                                                                                                                                                                                   SEWER, CL E, 12 INCH, TR DET B                                                29                FT
                                                                                                                                                                                                                                                                                                                                                                                                   SIDEWALK, CONC, 4 INCH                                                       4371               SF
                                                                                                                                                                                                                                                                                                                                                                                                   CURB RAMP, CONC, 6 INCH                                                       583               SF
                                                                                                                                                                                                                                                                                                                                                                                                   SIDEWALK, REM                                                                 573              SYD



                                                                                                                                           Profile View Station
                                                                                                                                                         of Houston Ave
                                                                                                                                                                                                                                                                                                                                                                                                   TOPSOIL SURFACE, FURN, 4 INCH                                                1074              SYD




            617.0                                                                                                                                                                                                                                                                                                                                            617.0


            616.0                                                                                                                                                                                                                                                                                                                                            616.0


            615.0                                                                                                                                                                                                                                                                                                                                            615.0


            614.0                                                                                                                                                                                                                                                                                                                                            614.0
Elevation




                                                                                                                                                                                                                                                                                                                                                                                       Elevation
                                                                                                         MIN. 5.5' DEPTH




            613.0                                                                                                                                                                                                                                                                                                                                            613.0


            612.0                                                                                                                                                                                                                                                                                                                                            612.0


            611.0                                                                                                                                                                                                                                                                                                                                            611.0                                                                   3 WORKING DAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                     EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                                                                                                                                                                                               DIG
                                                                                                                                                                                                                                                                                                                                                                                                                          MISS



            610.0                                                                                                                                                                                                                                                                                                                                            610.0


        609.0                                                                                                                                                                                                                                                                                                                                                609.0


        608.0                                                                                                                                                                                                                                                                                                                                                608.0


        607.0                                                                                                                                                                                                                                                                                                                                             607.0

                                                                                                                                                                                                                                                                                                                                                                                                                 SCALE: 1"=20'
            15+83                      16+00                                                   17+00                                                                        18+00                                                19+00                                                      20+00                                                     20+83
                                                                                                                                                                                                 Station
                                                                                                                                                                                                                                                                                                                                                                                                               VERT. SCALE: 1"=2'
                                                                    614.940
                       614.739




                                                                                                                                                                                                                                                                                                                                                        615.429
                                      614.790




                                                                                                                                                                            615.390




                                                                                                                                                                                                       615.540




                                                                                                                                                                                                                                 615.560
                                                                                               615.090




                                                                                                                                            615.240




                                                                                                                                                                                                                                                                                                                                   615.330
                                                                                                                                                                                                                                                        615.137




                                                                                                                                                                                                                                                                                           615.180
                                                                                               614.94
                                                                    614.92




                                                                                                                                                                                                                                                                                                                                   615.44
                        614.77




                                                                                                                                            615.05




                                                                                                                                                                                                                                                                                           615.31
                                       614.81




                                                                                                                                                                                                                                  615.13




                                                                                                                                                                                                                                                        615.13
                                                                                                                                                                                                        615.18
                                                                                                                                                                             615.12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ROAD PLAN AND ROAD PROFILE

                                                                                                                                                                                                                                                                                                                                                                                                                         CITY OF MUSKEGON                                    HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                    OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWN
                                                                                                                                                                                                                                                                                                                                                                                                                    CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                            F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                             REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                      SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          H-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AS-BUILT             PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                    APPROVED                   REVISION              SCALE   NO SCALESHEET NO          6   OF   16
                                                                                                                       HOUSTON AVE                                                                                                                                                                                                                                           ADDITIONAL QUANTITIES THIS SHEET STA 20+83 TO 25+83
                                                                                                                                                                                                                                                                                                                                                                           DESCRIPTION                                                                QUANTITIES            UNIT
                                                                                                                                                                                                                                                                                                                                                                           AGGREGATE BASE, 8 INCH                                                               1718         SYD
                                                                                                                                                                                                                                                                                                                                                                           CURB AND GUTTER, CONC, DET F4                                                        1153         FT
                                                                                                                                                                                                                                                                                                                                                                           EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                        2           EA
                                                                                                                                                                                                                                                                                                                                                                           HMA, LEVELING                                                                        199         TON
                                                                                                                                                                                                                                                                                                                                                                           HMA, TOP                                                                             199         TON
                                                                                                                                                                                                                                                                                                                                                                           HYDROSEEDING                                                                         942          SYD
                                                                                                                                                                                                                                                                                                                                                                           MACHINE GRADING, MODIFIED                                                             5          STA
                                                                                                                                                                                                                                                                                                                                                                           PAVT, REM, MODIFIED                                                                 1923          SYD
                                                                                                                                                                                                                                                                                                                                                                           TOPSOIL SURFACE, FURN, 4 INCH                                                        942          SYD
                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, REM                                                                        686          SYD
                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, CONC, 4 INCH                                                              3344          SF
                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, CONC, 6 INCH                                                               492          SF
            LINE




                                                                                                                                                                                                                                                                                                                                 LINE
                                                                                                                                                                                                           SAW                    SAW                                                                                                                                                                       QUANTITIES THIS SHEET

                                                                                                            CS                                      CS                                                                                                                                                                                                                     DESCRIPTION                                                                 QUANTITIES           UNIT
                                                                                                                                                                                                                                                                CS
                                                                                                                                                                                                                                                                                                                                                                           AGGREGATE BASE, 8 INCH                                                                1718        SYD

                                                                                 TREE 8"- 12"                                                                                                                                                                                                                                                                              CATCH BASIN 4 FT DIA, SPECIAL DETAIL                                                      1        EA
                                                                                                                                                                                                                                                                                                                                                                           CATCH BASIN 2 FT DIA, SPECIAL DETAIL                                                      1        EA
                                                                                                                                                                                                                                                                                                                                                                           CURB AND GUTTER, CONC, DET F4                                                         1153         FT
                                                                                                                                                                                                                                                                                                                                                                           CURB RAMP OPENING,CONC                                                                72           FT
                       EX. 29' B-B
        PROP 30' B-B




                                                                                                                                                                                                                                                                                                                                                PROP 30' B-B
                                                                                                                                                                                                                                                                                                                                  EX. 29' B-B
                                                                                                                                                                                                                                                                                                                                                                           DETECTABLE WARNING SURFACE                                                            50           FT
                                       21+00




                                                                                                    22+00




                                                                                                                                            23+00




                                                                                                                                                                                                                                    24+00




                                                                                                                                                                                                                                                                                  25+00
                                                                                                                                                                                                                                                                                                                                                                           DR STRUCTURE COVER, TYPE B, MODIFIED                                                    2          EA
                                                                                                                                                                                                                                                                                                                                                                           DR STRUCTURE COVER, TYPE K, MODIFIED                                                    2          EA
                                                                                                                                                                                                                                                                                                                                                                           DR STRUCTURE, REM, MODIFIED                                                             5          EA
                                                                                                                                                                                                                                                                                                                                                                           DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED                                             163         SYD
                                                                                                                                                                                                                                                                                                    TREE 13"- 24"       TREE 13"- 24"
                                                                                                                                                                                                                                                                                                                                                                           DRIVEWAY, NONREINF CONC, 8 INCH, MODIFIED                                             43          SYD
                                                    TREE 3"- 7"                             TREE 3"- 7"                                                                                                                                                         TREE 13"- 24"
                                                                                                                                                                                                                                                                                          MP   MP                                                                          EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                          2          EA
                                                                                                                                                                                                                                            TREE 13"- 24"                                                                                                                  HMA, LEVELING                                                                         199         TON
                                               CS                           CS                                                       CS                  CS
                                                                                                                                                                                                                                                                           CS                                                                                              HMA, TOP                                                                              199         TON
            MATCH




                                                                                                                                                                                                                                                                                                                         CS




                                                                                                                                                                                                                                                                                                                                 MATCH
                                                                                                                                                                                                                                                                                                                                                                           HYDROSEEDING                                                                          942         SYD
                                                                                                                                                                                                                                                                                                                                                                           MACHINE GRADING, MODIFIED                                                               5         STA
                                                                                                                                                                                                                                                                                                                                                                           DR STRUCTURE, 48 INCH DIA                                                               2          EA
                                                                                                                                                                                                                                                                                                                                                                           PAVT, REM, MODIFIED                                                                  1923         SYD
                                                                                                                                                                                                         SAW                     SAW                                                                                                                                       SEWER, DUCTILE IRON, CL 52, 12 INCH, TR DET B                                         212          FT
                                                                                                                                                                                                                                                                                                                                                                           SEWER, DUCTILE IRON, CL 52, 10 INCH, TR DET B                                         82           FT
                                                                                                                                                                                                                                                                                                                                                                           SEWER, CL E, 12 INCH, TR DET B                                                        52           FT
                                                                                                                                                                                                                                                                                                                                                                           SEWER TAP, 12 INCH                                                                      2          EA
                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, CONC, 4 INCH                                                               3795          SF
                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, CONC, 6 INCH                                                                492          SF
                                                                                                                                                                                                                                                                                                                                                                           CURB RAMP, CONC, 6 INCH                                                               535          SF
                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, REM                                                                         795         SYD
                                                                                                                                                                                                                                                                                                                                                                           TOPSOIL SURFACE, FURN, 4 INCH                                                         942         SYD




                                                                                                                 Profile View Station
                                                                                                                               of Houston Ave
            617.0                                                                                                                                                                                                                                                                                                                    617.0


            616.0                                                                                                                                                                                                                                                                                                                    616.0


            615.0                                                                                                                                                                                                                                                                                                                    615.0
                                                                                                                   MIN. 5.5' DEPTH




                                                                                                                                                                                                                                                                                                                                                                                                                               3 WORKING DAYS
            614.0                                                                                                                                                                                                                                                                                                                    614.0
Elevation




                                                                                                                                                                                                                                                                                                                                                               Elevation
                                                                                                                                                                                                                                                                                                                                                                                                                               EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                                                                                                                                                                                    DIG
                                                                                                                                                                                                                                                                                                                                                                                                               MISS




            613.0                                                                                                                                                                                                                                                                                                                    613.0


            612.0                                                                                                                                                                                                                                                                                                                    612.0
                                                                                                                                                                    1.5' MIN.

             611.0                                                                                                                                                                                                                                                                                                                   611.0


            610.0                                                                                                                                                                                                                                                                                                                    610.0
                                                                                                                                                                         45 DEG BEND




                                                                                                                                                                                                                                                                                                                                                                                                           SCALE: 1"=20'
                                                                                                                                                                                                                   45 DEG BEND
                                                                                                                                                                                       45 DEG BEND


                                                                                                                                                                                                     45 DEG BEND




        609.0                                                                                                                                                                                                                                                                                                                        609.0
                                                                                                                                                                                                                                                                                                                                                                                                         VERT. SCALE: 1"=2'
        608.0                                                                                                                                                                                                                                                                                                                      608.0
            20+83                     21+00                                                        22+00                                  23+00                                                                                   24+00                                         25+00                                          25+83
                                                                                                                                                              Station
                       615.429




                                                                  615.630




                                                                                                                  615.930




                                                                                                                                                               616.248




                                                                                                                                                                                                                                                                                615.860
                                                                                                                                          616.080




                                                                                                                                                                                                                                  616.278
                                     615.480




                                                                                                  615.780




                                                                                                                                                                                                                                                                                                              615.710




                                                                                                                                                                                                                                                                                                                                 615.611
                                                                                                                                                                                                                                                      616.011
                       615.49




                                                                                                  615.65




                                                                                                                                                                                                                                                                                615.97




                                                                                                                                                                                                                                                                                                              616.07
                                                                                                                  615.68
                                                                  615.58




                                                                                                                                          615.88




                                                                                                                                                                                                                                                      615.91
                                      615.51




                                                                                                                                                                616.01




                                                                                                                                                                                                                                   616.17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                ROAD PLAN AND ROAD PROFILE

                                                                                                                                                                                                                                                                                                                                                                                                    CITY OF MUSKEGON                                            HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                 OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                 DRAWN
                                                                                                                                                                                                                                                                                                                                                                                                 CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                         F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                          REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                   SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                       H-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                        AS-BUILT            PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                 APPROVED                 REVISION                      SCALE    NO SCALESHEET NO        7   OF   16
                                                                                                                                                           ADDITIONAL QUANTITIES THIS SHEET STA 25+83 TO 28+20
                                                                                                                                                         DESCRIPTION                                                               QUANTITIES                UNIT
                                                                                                                                                         AGGREGATE BASE, 8 INCH                                                            737                SYD
                                                                                                                                                         CURB AND GUTTER, CONC, DET F4                                                     405                FT
                                                                                                                                                         EROSION CONTROL, INLET PROTECTION, FABRIC DROP                                     1                 EA
                                                                                                                                                         HMA, LEVELING                                                                     86                TON
                                                                                                                                                         HMA, TOP                                                                          86                TON
                                                                                                                                                         HYDROSEEDING                                                                      270                SYD
                                                                                                                                                         MACHINE GRADING, MODIFIED                                                         2.4               STA


                                                    HOUSTON AVE                                                                                          PAVT, REM, MODIFIED
                                                                                                                                                         TOPSOIL SURFACE, FURN, 4 INCH
                                                                                                                                                         SIDEWALK, REM
                                                                                                                                                                                                                                           829
                                                                                                                                                                                                                                           270
                                                                                                                                                                                                                                           224
                                                                                                                                                                                                                                                              SYD
                                                                                                                                                                                                                                                              SYD
                                                                                                                                                                                                                                                              SYD
                                                                                                                                                         SIDEWALK, CONC, 4 INCH                                                            1718               SF
                                                                                                                                                         SIDEWALK, CONC, 6 INCH                                                            297                SF




            LINE                                                                                                                                                                             QUANTITIES THIS SHEET

                                                                                                                                                           DESCRIPTION                                                                 QUANTITIES              UNIT
                                                                                                                                                           AGGREGATE BASE, 8 INCH                                                               737             SYD
                                                                                                                                                           CATCH BASIN 4 FT DIA, SPECIAL DETAIL                                                   1             EA
                                                                                                                                                           CATCH BASIN 2 FT DIA, SPECIAL DETAIL                                                   1             EA
                                                                                                        CS
                                                                                                                                                           CURB AND GUTTER, CONC, DET F4                                                        405                FT
                                                                                                                                                           DR STRUCTURE COVER, TYPE K, MODIFIED                                                   2             EA
                                                                                                                                                           DRIVEWAY, NONREINF CONC, 6 INCH, MODIFIED                                            90              SYD
        PROP 30' B-B
                       EX. 29' B-B




                                                                                                                             28+20
                                                                                                                                                           EROSION CONTROL, INLET PROTECTION, FABRIC DROP




                                                                                                               28+00
                                                                                                                                                                                                                                                  1             EA
                                       26+00




                                                                                  27+00




                                                                                                                        P.O.E.
                                                                                                                                                           HMA, LEVELING                                                                        86              TON
                                                                                                                                                           HMA, TOP                                                                             86              TON
                                                                                                                                                           HYDROSEEDING                                                                         270             SYD
    TREE 13"- 24"                                                                                                                                          MACHINE GRADING, MODIFIED
                                                                TREE 25"- 36"                                                                                                                                                                   2.4             STA
                                                                                                                                                           PAVT, REM, MODIFIED                                                                  829             SYD
                                                                                                                                                           SEWER, DUCTILE IRON, CL 52, 12 INCH, TR DET B                                        45                 FT
                                                     CS                                                                                                    SIDEWALK, CONC, 4 INCH                                                               1753               SF
                                                                                                                                                           SIDEWALK, CONC, 6 INCH                                                               297                SF
            MATCH




                                                                                                                                                           SIDEWALK, REM                                                                        308             SYD
                                                                                                                                                           TOPSOIL SURFACE, FURN, 4 INCH                                                        270             SYD




                                               Profile View Station
                                                             of Houston Ave
            617.0                                                                                                                    617.0


            616.0                                                                                                                    616.0


            615.0                                                                                                                    615.0                                                                 3 WORKING DAYS
                                                                                                                                                                                                           EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                     DIG
                                                              MIN. 5.5' DEPTH




                                                                                                                                                                                                MISS



            614.0                                                                                                                    614.0
Elevation




                                                                                                                                             Elevation
            613.0                                                                                                                    613.0


            612.0                                                                                                                    612.0


            611.0                                                                                                                    611.0


            610.0                                                                                                                    610.0
                                                                                                                                                                                       SCALE: 1"=20'
                                                                                                                                                                                     VERT. SCALE: 1"=2'
        609.0                                                                                                                        609.0


        608.0                                                                                                                       608.0
            25+83                    26+00                                      27+00                         28+00             28+25
                                                                                          Station
                                                                                                              616.068
                                     615.560




                                                                                615.860




                                                                                                    616.088
                                                    615.710
                       615.611




                                                                                                    616.26
                                                    616.30




                                                                                616.32




                                                                                                              616.20
                       616.14


                                      616.18




                                                                                                                                                                                                                                                      ROAD PLAN AND ROAD PROFILE

                                                                                                                                                                                         CITY OF MUSKEGON                                              HOUSTON AVE
                                                                                                                                                                                     OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                     DRAWN
                                                                                                                                                                                     CHECKED
                                                                                                                                                                                             F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                              REVISION
                                                                                                                                                                                                                       SURVEY F.PEASE 2020
                                                                                                                                                                                                                                           H-92036
                                                                                                                                                                                                                                             AS-BUILT                   PROJECT NO
                                                                                                                                                                                     APPROVED                  REVISION                      SCALE     NO SCALESHEET NO              8   OF   16
                                                                                                                                                                                                                                                                                 HOUSTON AVE                                                                                                                                                                                                                                                                                                                                                                          ADDITIONAL QUANTITIES THIS SHEET STA 0+83 TO 5+83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DESCRIPTION                                                            QUANTITIES              UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                       481             FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SIDEWALK, REM                                                                   78              SYD




                                                                                                                                                                                                                                                                                                                                            WATER SERVICE 3+43




                                                                                                                                                                                                                                                                                                                                                                                                              WATER SERVICE 3+93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SIDEWALK, CONC, 4 INCH                                                         700              SF




                                                                                                                                                                                              WATER SERVICE 2+47




                                                                                                                                                                                                                                                                                                                                                                                                                                                          WATER SERVICE 4+19
                                                                                                              WATER SERVICE 1+74
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BEND, 8 INCH, 45 DEGREE, DI MJ                                                    4             EA




                                                                                                                                                                                                                                                            WATER SERVICE 2+75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WATER SERVICE 4+64
                                                        WATER SERVICE 1+25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LINE
                              TREE 37" OR LARGER                                                     SHRUBS                                                                                                                                                                                                                                                                                                                                                                                                                                                 SAW                        SAW

                                                                                                                                                                                                                                                                                                         SHRUBS
                                                             CS                                                               CS                                                                                                                                            CS                                                                             CS
                                                                                                                                                                                                                                                                                                                                                                                                             CS
                                                                                                                                                                                                                                                                                                                                                                                                                                            SHRUBS   CS                                                       CS
                                                                                                                                                                                                    MP

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TOTAL WATERMAIN QUANTITIES THIS SHEET
                                                                                                                                                                                                                   MP
                                                                                                                                                                                                                                                                                  SHRUB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DESCRIPTION                                                            QUANTITIES              UNIT
                                               TREE 13"- 24"                                                                                                                                TREE 3"- 7"                                                                                                                                                                                                                                                                                                          TREE 13"- 24"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BEND, 8 INCH, 45 DEGREE, DI MJ                                                    6             EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BEND, 8 INCH, 90 DEGREE, DI MJ                                                    1             EA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROP 30' B-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EX. 29' B-B
                                                                                                                                                                                                                                                                                                                                                                 PROP 8" D.I. WM                                                                                                                                                                                                                                                                                  WATER SERVICE, BUILDING CONNECTION, 1 INCH                                       13             EA
                P.O.B. 0+83




                                                                                                                                                                                                                                                                                          3+00
                                     1+00




                                                                                                                                                               2+00




                                                                                                                                                                                                                                                                                                                                                                                                                                     4+00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5+00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CORPORATION STOP, 1 INCH                                                         15             EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CURB STOP AND BOX, 1 INCH                                                        12             EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CUT AND CAP, 6 INCH WATERMAIN                                                     1             EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  HYDRANT, 6 INCH, STANDARD                                                         2             EA
                                                                                                                                                                                                                                                                                                 TREE 25"- 36"                                                                                                                              TREE 25"- 36"
                                                                                                                                                                                                                                                                                                                    MP                                                                                                                                                                                                                                                                                                                                            METER PIT COMPLETE                                                                3             EA
                                                                                                                                                                                                                                                                                                                                       MP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REDUCER, 8 INCH X 6 INCH, DI MJ                                                   1             EA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MATCH
                                                                                                                                                                                                                                                                                                                                                                                                        MP


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SLEEVE, 6 INCH, LONG, DI MJ                                                       1             EA
                                                                                      CS                                                                CS                            CS                                              CS                                                                                                                                                          MP                                                         CS
                                             TREE 25"- 36"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SLEEVE, 16 INCH, LONG, DI MJ                                                      2             EA
                                                                             WATER SERVICE 1+34




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SAW                              SAW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TEE, 16 INCH X 8 INCH, DI MJ                                                      1             EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TEE, 8 INCH X 8 INCH, DI MJ                                                       1             EA




                                                                                                                                                                                                                                                                                                                  WATER SERVICE 3+35
                                                                                                                                                                                                                                       WATER SERVICE 2+68




                                                                                                                                                                                                                                                                                                                                                                                   WATER SERVICE 3+87
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TEE, 8 INCH X 6 INCH, DI MJ                                                       2             EA
                                                                                                                                                                       WATER SERVICE 2+22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WATER SERVICE 4+23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  VALVE, 8 INCH, GATE, WITH BOX                                                     3             EA
                                                                                                                                   WATER SERVICE 1+83




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  VALVE, 6 INCH, GATE, WITH BOX                                                     2             EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATERMAIN, DI, 16 INCH, TR DET G, MODIFIED                                       10             FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                       518             FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATERMAIN, DI, 6 INCH, TR DET G, MODIFIED                                       39              FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATER SERVICE, 1 INCH, COPPER TYPE K                                           497              FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATER SERVICE, PRIVATE PROPERTY, 1 INCH                                         227             FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SIDEWALK, CONC, 4 INCH                                                          700              SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SIDEWALK, REM                                                                   78              SYD




                                                                                                                                                                                            Profile View Station
                                                                                                                                                                                                          of Houston Ave                                                                                                                                                                                                                                                                                                                                                                                                                                                  1 INCH WATER SERVICE SCHEDULE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    STATION    1 INCH CORP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1 INCH TYPE 1 INCH CURB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             METER PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 "K" COPPER     STOP                                             CONNECTION
            617.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         617.0                                                                                                                       (FT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1+25 LT       1 EACH           28 FT      1 EACH                                     32 FT      1 EACH
            616.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         616.0                                     1+74 LT       1 EACH           29 FT      1 EACH                                     14 FT      1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2+47 LT       1 EACH           30 FT                        1 EACH                   14 FT      1 EACH
            615.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         615.0                                     2+75 LT       1 EACH           31 FT      1 EACH                                     8 FT       1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3+43 LT       1 EACH           31 FT      1 EACH                                     19 FT      1 EACH
            614.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         614.0                                     3+93 LT       1 EACH           32 FT      1 EACH                                     17 FT      1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4+19 LT       1 EACH           32 FT      1 EACH                                     14 FT      1 EACH
            613.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         613.0                                     4+64 LT       1 EACH           33 FT      1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4+23 RT       1 EACH           34 FT      1 EACH                                     20 FT      1 EACH
            612.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         612.0                                     3+87 RT       1 EACH           34 FT                        1 EACH                   14 FT      1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3+35 RT       1 EACH           35 FT                        1 EACH                   22 FT      1 EACH
            611.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         611.0                                     2+68 RT       1 EACH           36 FT      1 EACH                                     13 FT      1 EACH
Elevation




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Elevation
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2+22 RT       1 EACH           37 FT      1 EACH                                     18 FT      1 EACH
            610.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         610.0                                     1+83 RT       1 EACH           37 FT      1 EACH                                     22 FT      1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1+34 RT       1 EACH           38 FT      1 EACH
                                                                                                                                                                                                                    MIN. 5.5' DEPTH




        609.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             609.0


        608.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             608.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.5' MIN.
        607.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             607.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              45 DEG BEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3 WORKING DAYS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       45 DEG BEND
        606.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             606.0                                                                                          EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DIG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MISS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  45 DEG BEND


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         45 DEG BEND
        605.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             605.0


        604.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             604.0


        603.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             603.0


        602.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            602.0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SCALE: 1"=20'
            0+83                     1+00                                                                                                                     2+00                                                                                                                    3+00                                                                                                                                          4+00                                                                                             5+00                                                                             5+83
                                                                                                                                                                                                                                                                                                                                            Station
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     VERT. SCALE: 1"=2'
                       608.570


                                   608.882




                                                                                                  609.561




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     613.988
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    613.378




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            613.808
                                                                                                                                                                                                    610.661




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    612.861
                                                                                                  609.54
                                   608.92




                                                                                                                                                                                                                                                                                                                                                                 611.761




                                                                                                                                                                                                                                                                                                                                                                                                                                   612.311
                                                                                                                                                                                                                                                                                                                                                                                                                                   612.36




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     614.48
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    612.97




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    613.58
                                                                                                                                                                                                    610.72




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             614.16
                                                                                                                                                             610.111




                                                                                                                                                                                                                                                                                     611.211
                                                                                                                                                             610.15




                                                                                                                                                                                                                                                                                                                                                                 611.84
                                                                                                                                                                                                                                                                                     611.27




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATERMAIN PLAN AND UNDERGROUND PROFILES

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CITY OF MUSKEGON                                      HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DRAWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              W-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AS-BUILT                PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        APPROVED              REVISION                   SCALE     NO SCALESHEET NO           9   OF   16
                                                                                                                                                                                                                                                       HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ADDITIONAL QUANTITIES THIS SHEET STA 5+83 TO 10+83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DESCRIPTION                                                                QUANTITIES               UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                           408               FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, REM                                                                        62              SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, CONC, 4 INCH                                                              550               SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CAP, 6 INCH, DI MJ                                                                    2               EA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOTAL WATERMAIN QUANTITIES THIS SHEET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WATER SERVICE 10+52
                                                                                                                                                                                                                                                        2" WATER SERVICE 7+91




                                                                                                                                                                                                                                                                                                                                                                                   WATER SERVICE 8+90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DESCRIPTION                                                               QUANTITIES               UNIT




                                                                                                                                                                                                   WATER SERVICE 7+55
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER SERVICE, BUILDING CONNECTION, 1 INCH                                          8                EA
                                    2" WATER SERVICE 6+01




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER SERVICE, BUILDING CONNECTION, 2 INCH                                          2                EA




                                                                                                                                                                                                                                                                                                                                                                                                                  WATER SERVICE 9+23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CAP, 6 INCH, DI MJ                                                                  2                EA




                                                                                                                                                                                                                                                                                                                           WATER SERVICE 8+39
             LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CORPORATION STOP, 1 INCH                                                            10               EA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CORPORATION STOP, 2 INCH                                                            2                EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CURB STOP AND BOX, 1 INCH                                                           8                EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CURB STOP AND BOX, 2 INCH                                                           2                EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                          SAW        SAW
                                                        CS                                                                                                                                                                                                            CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 METER PIT, COMPLETE                                                                 2                EA
                                                                                                                                                                                                                        CS                                                                                                             CS                                                                                  CS                                                               CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SLEEVE, 8 INCH, LONG, DI MJ                                                         4                EA
                                                             TREE 13"- 24"                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                          408               FT
                                                                                                                                               TREE 25"- 36"                                                                                                                                                                                              TREE 13"- 24" MP MP                                                          TREE 25"- 36"
                                                                                                                          TREE 8"- 12"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER SERVICE, 1 INCH, COPPER TYPE K                                               322               FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER SERVICE, 2 INCH, COPPER TYPE K                                               64                FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER SERVICE, PRIVATE PROPERTY, 1 INCH                                            148               FT
            PROP 30' B-B
             EX. 29' B-B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PROP 30' B-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATER SERVICE, PRIVATE PROPERTY, 2 INCH                                            30




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EX. 29' B-B
                                   6+00




                                                                                                                                    7+00




                                                                                                                                                                                                                                                                                  8+00




                                                                                                                                                                                                                                                                                                                                                                                                          9+00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  10+00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, CONC, 4 INCH                                                             550               SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, REM                                                                      62               SYD



                                                                                                                                            TREE 13"- 24"
                                                                                                                                                                                             TREE 25"- 36"                                                                                                                                                                                                                                                                                                                                             1 INCH WATER SERVICE SCHEDULE                                                         PRIVATE
                           TREE 3"- 7"                                                                                                            MP
                                                                                   MP                                MP                                               MP                                                                                                                                                                                                                                                                                                                                                                                                                                                           PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1 INCH TYPE 1 INCH CURB                               PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STATION    1 INCH CORP                                     METER PIT
                                                                                                                                                                                                                                                                                         CS                                                                      CS                                                                                                                                                                                                          "K" COPPER     STOP                                                   CONNECTION
                                                              MP                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     (FT)
                                                                                                                                                                                                                                                  CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7+55 LT       1 EACH             31 FT      1 EACH                                  13 FT           1 EACH
             MATCH




                                                                                                                                                                                                                                                                                                                                                                                                                                                         SAW     SAW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MATCH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8+39 LT       1 EACH             30 FT      1 EACH
                                                              WATER SERVICE 6+20




                                                                                                  EX. SERVICE 6+62




                                                                                                                                                 WATER SERVICE 7+24




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8+90 LT       1 EACH             30 FT                        1 EACH                21 FT           1 EACH




                                                                                                                                                                                                                             WATER SERVICE 7+72




                                                                                                                                                                                                                                                                                          WATER SERVICE 8+05
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9+23 LT       1 EACH             29 FT      1 EACH                                   8 FT           1 EACH




                                                                                                                                                                                                                                                                                                                                                              WATER SERVICE 8+75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10+52 LT      1 EACH             28 FT      1 EACH                                  25 FT           1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8+75 RT       1 EACH             36 FT      1 EACH                                  44 FT           1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 8+05 RT       1 EACH             35 FT      1 EACH                                  14 FT           1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 7+72 RT       1 EACH             35 FT      1 EACH                                  15 FT           1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6+62 RT                                                     ABANDON
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6+20 RT       1 EACH             33 FT                        1 EACH                 8 FT           1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 9+75 LT       1 EACH             35 FT      1 EACH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2 INCH WATER SERVICE SCHEDULE                                                         PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2 INCH       2 INCH TYPE 2 INCH CURB                               PROPERTY         BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STATION                                                     METER PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CORP         "K" COPPER     STOP                                                  CONNECTION



                                                                                                                                                                                             Profile View Station
                                                                                                                                                                                                           of Houston Ave
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (FT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6+01 LT        1 EACH            33 FT      1 EACH                                       10 FT      1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  7+91 LT        1 EACH              31 FT    1 EACH                                     20 FT        1 EACH


            617.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        617.0


            616.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        616.0


            615.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        615.0


            614.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        614.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3 WORKING DAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EXCLUDING SAT, SUN & HOLIDAYS
Elevation




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Elevation
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     DIG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              MISS
            613.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        613.0
                                                                                                                                                                           MIN. 5.5' DEPTH




            612.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        612.0
                                                                                                                                                                                                                                                                                                               1.5' MIN.




             611.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       611.0


            610.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        610.0


        609.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            609.0


        608.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            608.0                                                                              SCALE: 1"=20'
        607.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           607.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          VERT. SCALE: 1"=2'
            5+83                  6+00                                                                                             7+00                                                                                                                                          8+00                                                                                                                    9+00                                                   10+00                               10+83
                                                                                                                                                                                                                                                                                                                                           Station
                                                                                                                                                                                              614.490




                                                                                                                                                                                                                                                                                614.640




                                                                                                                                                                                                                                                                                                                                                                                                        614.940
                                                                                                                                                                                                                                                                                                                                                614.790
                                                                                                                                  614.340




                                                                                                                                                                                                                                                                                                                                                                                                                                                                615.292
                                 614.040




                                                                                                                                                                                                                                                                                                                                                                                                                                               615.098
                   613.988




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           615.070




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      614.971
                                                                                        614.190




                                                                                                                                                                                                                                                                                                                                                614.94
                                                                                                                                                                                                                                                                                 614.89
                                 614.60




                                                                                        614.73
                   614.48




                                                                                                                                                                                                                                                                                                                                                                                                                                                                615.05




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           614.83
                                                                                                                                                                                                                                                                                                                                                                                                         615.02




                                                                                                                                                                                                                                                                                                                                                                                                                                               615.02
                                                                                                                                   614.82




                                                                                                                                                                                               614.78




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               WATERMAIN PLAN AND UNDERGROUND PROFILES

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CITY OF MUSKEGON                                        HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRAWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            AS-BUILT                 PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          APPROVED            REVISION                      SCALE     NO SCALESHEET NO            10   OF   16
                                                                                                                                                                                  HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ADDITIONAL QUANTITIES THIS SHEET STA 10+83 TO 15+83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DESCRIPTION                                                                    QUANTITIES                  UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                                 543               FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, REM                                                                              84              SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, CONC, 4 INCH                                                                    700               SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, CONC, 6 INCH                                                                     50               SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CAP, 8 INCH, DI MJ                                                                         1                EA
                                         WATER SERVICE 10+95




                                                                                                                                                                                       WATER SERVICE 12+42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TOTAL WATERMAIN QUANTITIES THIS SHEET




                                                                                                                                                                                                                                                                                                                                                  WATER SERVICE 13+75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATER SERVICE 15+27
                                                                                                                                                                                                                                                                                                                 WATER SERVICE 13+22




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WATER SERVICE 15+83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DESCRIPTION                                                                QUANTITIES                  UNIT




                                                                                                                                                                                                                                                      WATER SERVICE 12+74
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BEND, 8 INCH, 45 DEGREE, DI MJ                                                          2                EA




                                                                                                                                              WATER SERVICE 11+90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATER SERVICE, BUILDING CONNECTION, 1 INCH                                              12               EA
              LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CAP, 8 INCH, DI MJ                                                                      1                EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CORPORATION STOP, 1 INCH                                                                15               EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CURB STOP AND BOX, 1 INCH                                                               15               EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SAW    SAW                                                                                                                                                                                                           DR STRUCTURE, REM, MODIFIED                                                             2                EA
                                                  CS                                                                                                          CS                       CS                                                                                   CS                                                                                                                                                                                                                                                                                                                                                                                                               SLEEVE, 8 INCH, LONG, DI MJ                                                             1                EA
                                                                                                                                                                                                                                                                                                                 CS                                      CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CS                                                                              CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .                                                                                                                                                                                                                   TEE, 8 INCH X 8 INCH, DI MJ                                                             1                EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ONC
                                                                   TREE 25"- 36"                                                                                                                                                                                                           TREE 25"- 36"                                                                TREE 25"- 36"                                                                        1 2 "C                                                                                                                                                                                                                          VALVE, 8 INCH, GATE, WITH BOX                                                           3                EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                           '
                                                                                                                                                                                                                                                                                                                                                                                                                                                        44                                                                           TREE 13"- 24"                                                                         TREE 13"- 24"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                           543                  FT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      '1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATER SERVICE, 1 INCH, COPPER TYPE K                                                496                  FT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        D.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATER SERVICE, PRIVATE PROPERTY, 1 INCH                                             227                  FT
            PROP 30' B-B
                           EX. 29' B-B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             I.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EX. 29' B-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROP 30' B-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SIDEWALK, CONC, 4 INCH                                                              700                   SF
                                                         11+00




                                                                                                                                                                    12+00




                                                                                                                                                                                                                                                                                                                                                                                                                          28' 12" CON
                                                                                                                                                                                                                                                                                 13+00




                                                                                                                                                                                                                                                                                                                                                                                   14+00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 15+00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          D.I.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SIDEWALK, CONC, 6 INCH                                                                  50                SF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  28' 12"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SIDEWALK, REM                                                                           84               SYD




                                                                                                                                                                                                                                                                                                                                                                                                                                      C.
                                                                                                                                                                              TREE 25"- 36"
                                                                                                                                                                                                                                                                                                                                                                                                                                           31
                                                                                                                                 TREE 13"- 24"                                                                                                                                                                                                                                                                                               '1
                                                                                                                                                                                                                                                                                                                                                                                                                                                2"                                                                                                                                                                                                                                                   1 INCH WATER SERVICE SCHEDULE                                                              PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                     CO
                                                                                                                                                                                                                                                                                                                                                                                                                                                       NC                                                                                                                                                                                                                                                                                                                           PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1 INCH TYPE 1 INCH CURB                                      PROPERTY         BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                         .                                                                                                                                                                                                                                    STATION     1 INCH CORP                                       METER PIT
                                                                                                                                   CS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  "K" COPPER     STOP                                                         CONNECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (FT)
              MATCH




                                                                                                         CS
                                                                                                                                                                                                             CS                                                                                    CS                                                                               CS                                                                             28' 12" CONC.                                                                                   CS                               CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10+95 LT       1 EACH          28 FT          1 EACH                                        17 FT        1 EACH




                                                                                                                                                                                                              WATER SERVICE 12+48




                                                                                                                                                                                                                                                                                           WATER SERVICE 13+08




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  MATCH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11+90 LT       1 EACH          28 FT          1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SAW         SAW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              12+42 LT       1 EACH          28 FT          1 EACH                                        19 FT        1 EACH
                                                                                   WATER SERVICE 11+42




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TREE 37" OR LARGER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              12+74 LT       1 EACH          28 FT          1 EACH                                        10 FT        1 EACH
                                                                                                                        WATER SERVICE 11+76




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WATER SERVICE 15+38
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              13+22 LT       1 EACH          28 FT          1 EACH                                        18 FT        1 EACH




                                                                                                                                                                                                                                                                                                                                                                                        WATER SERVICE 14+02
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              13+75 LT       1 EACH          28 FT          1 EACH                                        20 FT        1 EACH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     WATER SERVICE 15+71
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              15+27 LT       1 EACH          28 FT          1 EACH                                        20 FT        1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              15+83 LT       1 EACH          29 FT          1 EACH                                        17 FT        1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              15+71 RT       1 EACH          38 FT          1 EACH                                        27 FT        1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              15+38 RT       1 EACH          38 FT          1 EACH                                        17 FT        1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              14+02 RT       1 EACH          39 FT          1 EACH                                        25 FT        1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              13+08 RT       1 EACH          39 FT          1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              12+48 RT       1 EACH          39 FT          1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11+76 RT       1 EACH          39 FT          1 EACH                                        25 FT        1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              11+42 RT       1 EACH          39 FT          1 EACH                                        12 FT        1 EACH




                                                                                                                                                                                        Profile View Station
                                                                                                                                                                                                      of Houston Ave
            617.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    617.0


            616.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    616.0


            615.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    615.0


            614.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    614.0


            613.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    613.0
                                                                                                                                                                                                                                    MIN. 5.5' DEPTH




            612.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    612.0
Elevation




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Elevation
               611.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 611.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.5' MIN.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3 WORKING DAYS




                                                                                                                                                                                                                                                                                                                                                                                                              1.5' MIN.
            610.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    610.0                                                                                           EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DIG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     MISS




        609.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        609.0


        608.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        608.0


        607.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        607.0


        606.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        606.0


        605.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        605.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SCALE: 1"=20'
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VERT. SCALE: 1"=2'
        604.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     604.0
            10+83                                          11+00                                                                                                    12+00                                                                                                        13+00                                                                                             14+00                                                                                                                         15+00                                                                                                        15+83
                                                                                                                                                                                                                                                                                                                                       Station




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  614.739
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          614.640
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 614.484
                                               614.920




                                                                                                                                                                    614.620




                                                                                                                                                                                                                 614.470




                                                                                                                                                                                                                                                                                 614.320
                                                                                                              614.770




                                                                                                                                                                                                                                                                                                                                                                                  614.020
                           614.971




                                                                                                                                                                                                                                                                                                                                                                                                                                                                614.163
                                                                                                                                                                                                                                                                                                                                        614.170




                                                                                                                                                                                                                                                                                                                                                                                  614.66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                614.66




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          614.69
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 614.64
                           614.89




                                                                                                                                                                                                                                                                                                                                        614.68
                                                                                                              614.84




                                                                                                                                                                                                                                                                                 614.74
                                                614.91




                                                                                                                                                                                                                  614.71
                                                                                                                                                                     614.81




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WATERMAIN PLAN AND UNDERGROUND PROFILES

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CITY OF MUSKEGON                                          HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  DRAWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AS-BUILT                    PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  APPROVED             REVISION                         SCALE    NO SCALESHEET NO                 11   OF   16
                                                                                                                                                                                                                                                   HOUSTON AVE                                                                                                                                                                                                                                                                                                                                ADDITIONAL QUANTITIES THIS SHEET STA 15+83 TO 20+83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DESCRIPTION                                                                    QUANTITIES                 UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                               434                   FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, REM                                                                           84                    SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, CONC, 4 INCH                                                                  550                   SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, CONC, 6 INCH                                                                  50                    SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CAP, 6 INCH, DI MJ                                                                       1                    EA




                                                                                                                                                                    WATER SERVICE 17+04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SLEEVE, 8 INCH, LONG, DI MJ                                                              4                    EA




                                                                                                                      WATER SERVICE 16+68
                                                                                        WATER SERVICE 16+51




                                                                                                                                                                                                                                                                                               WATER SERVICE 17+94
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TOTAL WATERMAIN QUANTITIES THIS SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DESCRIPTION                                                                    QUANTITIES                  UNIT
            LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BEND, 6 INCH, 45 DEGREE, DI MJ                                                           4                    EA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WATER SERVICE, BUILDING CONNECTION, 1 INCH                                              10                    EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WATER SERVICE, BUILDING CONNECTION, 2 INCH                                               1                    EA

                                                                                                                                                                                                                                                                                                                                                                                                                         TREE 13"- 24"                                                                                                                                                     CAP, 6 INCH, DI MJ                                                                       2                    EA
                                CS                                                                                               CS                             CS                                                                                                                                                                                                                                SAW    SAW                                                                                                                                                                               CORPORATION STOP, 1 INCH                                                                10                    EA
                                                                                                                                                                                                                                                                                          CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CORPORATION STOP, 2 INCH                                                                 1                    EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CURB STOP AND BOX, 1 INCH                                                                9                    EA
                            TREE 13"- 24"                                                       MP            MP
                                                                                                                                                                                                            TREE 13"- 24"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TREE 13"- 24"                                                                                              CURB STOP AND BOX, 2 INCH                                                                1                    EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TREE 25"- 36"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           HYDRANT, 6 INCH, STANDARD                                                                1                    EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           METER PIT COMPLETE                                                                       1                    EA
                       EX. 29' B-B
        PROP 30' B-B




                                                                                                                                                                                                                                                                                                                                                                                                                         29' 12" CONC.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           REDUCER, 6 INCH X 4 INCH, DI MJ                                                          2                    EA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROP 30' B-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EX. 29' B-B
                                            16+00




                                                                                                                                              17+00




                                                                                                                                                                                                                                                                                                                     18+00




                                                                                                                                                                                                                                                                                                                                                                                          19+00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        20+00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SLEEVE, 8 INCH, LONG, DI MJ                                                              4                    EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TEE, 8 INCH X 6 INCH, DI MJ                                                              3                    EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VALVE, 6 INCH, GATE, WITH BOX                                                            3                    EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WATERMAIN, DI, 6 INCH, TR DET G, MODIFIED                                               107                   FT
                                                                                                               TREE 13"- 24"
                                                    TREE 13"- 24"                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                               434                   FT
                                                                                                                                                                                                                                                                                                                                                                        TREE 25"- 36"                                                    TREE 3"- 7"                                                                                                                                       WATER SERVICE, 1 INCH, COPPER TYPE K                                                    327                   FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TREE 3"- 7"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WATER SERVICE, 2 INCH, COPPER TYPE K                                                    34                    FT
                                                              CS                                                                            CS                                                                        CS                                          CS                                                                             CS                                                                                              CS                                                                                                                                        WATER SERVICE, PRIVATE PROPERTY, 1 INCH                                                 226                   FT
                                                                                                                                                                                                                                                                              TREE 25"- 36"                                                                                                                                                                                                           CS
            MATCH




                                                                                                                                                                                                                                                                                                                                                                                                  SAW   SAW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                MATCH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WATER SERVICE, PRIVATE PROPERTY, 2 INCH                                                 26                    FT
                        TREE 37" OR LARGER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIDEWALK, CONC, 4 INCH                                                                  550                   SF
                                                                                                                                                                                                                                                                                                                             TREE 25"- 36"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, CONC, 6 INCH                                                                  50                    SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SIDEWALK, REM                                                                           70                    SYD
                                                                                                                                              WATER SERVICE 17+00




                                                                                                                                                                                                                       WATER SERVICE 17+34




                                                                                                                                                                                                                                                                                                                                             WATER SERVICE 18+42




                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATER SERVICE 19+97
                                                                WATER SERVICE 16+41




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WATER SERVICE 20+40
                                                                                                                                                                                                                                                        WATER SERVICE 17+67
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1 INCH WATER SERVICE SCHEDULE                                                           PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1 INCH TYPE 1 INCH CURB                                PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             STATION    1 INCH CORP                                                 METER PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             "K" COPPER     STOP                                                     CONNECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      (FT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             16+51 LT        1 EACH              30 FT                               1 EACH             22 FT             1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            16+68 LT         1 EACH              31 FT             1 EACH                               23 FT             1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            17+04 LT         1 EACH              32 FT             1 EACH                               36 FT             1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            17+94 LT         1 EACH              33 FT             1 EACH                               16 FT             1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            20+40 RT         1 EACH              32 FT             1 EACH                               24 FT             1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            19+97 RT         1 EACH              32 FT             1 EACH                               20 FT             1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            18+42 RT         1 EACH              32 FT             1 EACH                               20 FT             1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            17+34 RT         1 EACH              34 FT             1 EACH                               20 FT             1 EACH



                                                                                                                                                                                                                                             Profile View Station
                                                                                                                                                                                                                                                           of Houston Ave
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            17+00 RT         1 EACH              35 FT             1 EACH                               20 FT             1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             16+41 RT        1 EACH              36 FT             1 EACH                               25 FT             1 EACH




            617.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    617.0                                        2 INCH WATER SERVICE SCHEDULE                                                    PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2 INCH           2 INCH TYPE 2 INCH CURB               PROPERTY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BUILDING
            616.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    616.0                                        STATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CORP             "K" COPPER     STOP                                   CONNECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (FT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  17+67 RT        1 EACH                 34 FT              1 EACH         26 FT                1 EACH
            615.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    615.0


            614.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    614.0
Elevation




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Elevation
                                                                                                                                                                                          MIN. 5.5' DEPTH




            613.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    613.0


            612.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    612.0


            611.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    611.0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3 WORKING DAYS
            610.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    610.0                                                                          EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DIG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MISS




        609.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        609.0


        608.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        608.0


        607.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     607.0
            15+83                      16+00                                                                                                17+00                                                                                                                                                        18+00                                                                          19+00                                                         20+00                                                                                   20+83
                                                                                                                                                                                                                                                                                                                                        Station
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE: 1"=20'
                                                                                      614.940
                       614.739




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                615.429
                                      614.790




                                                                                                                                                                                                                                                                                               615.390




                                                                                                                                                                                                                                                                                                                                                              615.540




                                                                                                                                                                                                                                                                                                                                                                                        615.560
                                                                                                                                            615.090




                                                                                                                                                                                                                                              615.240




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             615.330
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           VERT. SCALE: 1"=2'
                                                                                                                                                                                                                                                                                                                                                                                                               615.137




                                                                                                                                                                                                                                                                                                                                                                                                                                                  615.180
                                                                                                                                            614.94
                                                                                      614.92




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             615.44
                        614.77




                                                                                                                                                                                                                                              615.05




                                                                                                                                                                                                                                                                                                                                                                                                                                                  615.31
                                       614.81




                                                                                                                                                                                                                                                                                                                                                                                         615.13




                                                                                                                                                                                                                                                                                                                                                                                                               615.13
                                                                                                                                                                                                                                                                                                                                                               615.18
                                                                                                                                                                                                                                                                                                615.12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                WATERMAIN PLAN AND UNDERGROUND PROFILES

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  CITY OF MUSKEGON                                              HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DRAWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AS-BUILT                   PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                APPROVED                      REVISION                  SCALE   NO SCALESHEET NO                12   OF   16
                                                                                                                                                                 HOUSTON AVE                                                                                                                                                                                                                                                                                                                                                                    ADDITIONAL QUANTITIES THIS SHEET STA 20+83 TO 25+83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DESCRIPTION                                                                       QUANTITIES              UNIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SIDEWALK, REM                                                                                56             SYD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SIDEWALK, CONC, 4 INCH                                                                    500               SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SIDEWALK, CONC, 6 INCH                                                                       50             SF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BEND, 8 INCH, 45 DEGREE, DI MJ                                                               4              EA




                                                                                                                                     WATER SERVICE 22+31




                                                                                                                                                                                                                WATER SERVICE 23+09




                                                                                                                                                                                                                                                                                                                                                                 WATER SERVICE 24+62
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TOTAL WATERMAIN QUANTITIES THIS SHEET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DESCRIPTION                                                                      QUANTITIES               UNIT
            LINE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BEND, 8 INCH, 45 DEGREE, DI MJ                                                             6               EA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   LINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CAP, 6 INCH, DI MJ                                                                           1             EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATER SERVICE, BUILDING CONNECTION, 1 INCH                                                10               EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CORPORATION STOP, 1 INCH                                                                  10               EA
                                                                                                                                                                                                                                                                                                          SAW                    SAW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CURB STOP AND BOX, 1 INCH                                                                  9               EA
                                                                                                                                    CS                                                                                         CS
                                                                                                                                                                                                                                                                                                                                                               CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             HYDRANT, 6 INCH, STANDARD                                                                  2               EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             METER PIT COMPLETE                                                                           1             EA
                                                                                                  TREE 8"- 12"                                                                                                                                                                                                                                                                                                                                                                                                                               REDUCER, 8 INCH X 6 INCH, DI MJ                                                              1             EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TEE, 8 INCH X 6 INCH, DI MJ                                                                2               EA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TEE, 8 INCH X 8 INCH, DI MJ                                                                  1             EA
                       EX. 29' B-B
        PROP 30' B-B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             VALVE, 6 INCH, GATE, WITH BOX                                                              2               EA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROP 30' B-B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EX. 29' B-B
                                       21+00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             VALVE, 8 INCH, GATE, WITH BOX                                                              3               EA
                                                                                                                            22+00




                                                                                                                                                                                                        23+00




                                                                                                                                                                                                                                                                                                                                   24+00




                                                                                                                                                                                                                                                                                                                                                                                                               25+00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATERMAIN, DI, 6 INCH, TR DET G, MODIFIED                                                 41               FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                                 558              FT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WATER SERVICE, 1 INCH, COPPER TYPE K                                                      340              FT

                                                                                                                                                                                                                                                                                                                                                                                                                                                  TREE 13"- 24"           TREE 13"- 24"                                                      WATER SERVICE, PRIVATE PROPERTY, 1 INCH                                                   220              FT
                                                                                                                    TREE 3"- 7"                                                                                                                                                                                                                                TREE 13"- 24"                                                                                                                                                                 SIDEWALK, CONC, 4 INCH                                                                    500              SF
                                                                     TREE 3"- 7"
                                                                                                                                                                                                                                                                                                                                                                                                                            MP
                                                                                                                                                                                                                                                                                                                                                                                                                       MP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SIDEWALK, CONC, 6 INCH                                                                    50               SF
                                                               CS
                                                                                                                                                                                                                                                                                                                                           TREE 13"- 24"                                                                                                                                                                                     SIDEWALK, REM                                                                             56               SYD
                                                                                             CS                                                                                CS                                                     CS
                                                                                                                                                                                                                                                                                                                                                                                                     CS
            MATCH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MATCH
                                                                                                                                                                                WATER SERVICE 22+59




                                                                                                                                                                                                                                       WATER SERVICE 23+30
                                               WATER SERVICE 21+04




                                                                                                                                                                                                                                                                                                                                                                                                                            WATER SERVICE 25+06
                                                                                              WATER SERVICE 21+70




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      WATER SERVICE 25+71
                                                                                                                                                                                                                                                                                                                                                                                       WATER SERVICE 24+73
                                                                                                                                                                                                                                                                                                        SAW                     SAW                                                                                                                                                                                                                 1 INCH WATER SERVICE SCHEDULE                                                                PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PRIVATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1 INCH TYPE 1 INCH CURB                                      PROPERTY        BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STATION    1 INCH CORP                                             METER PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           "K" COPPER     STOP                                                        CONNECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          (FT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             22+31 LT        1 EACH           33 FT              1 EACH                                   48 FT         1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             23+09 LT        1 EACH           32 FT              1 EACH                                   28 FT         1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             24+62 LT        1 EACH           32 FT              1 EACH                                   20 FT         1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             25+71 RT        1 EACH           37 FT              1 EACH                                       18 FT     1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             25+06 RT        1 EACH           36 FT                                 1 EACH                    18 FT     1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             24+73 RT        1 EACH           36 FT              1 EACH                                       21 FT     1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             23+30 RT        1 EACH           34 FT              1 EACH                                       12 FT     1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             22+59 RT        1 EACH           34 FT              1 EACH                                       12 FT     1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             21+70 RT        1 EACH           33 FT              1 EACH                                   22 FT         1 EACH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             21+04 RT        1 EACH           33 FT              1 EACH                                       21 FT     1 EACH




                                                                                                                                                           Profile View Station
                                                                                                                                                                         of Houston Ave
            617.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      617.0


            616.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      616.0


            615.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      615.0
                                                                                                                                                             MIN. 5.5' DEPTH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      3 WORKING DAYS
            614.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      614.0
Elevation




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Elevation
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DIG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MISS




            613.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      613.0


            612.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      612.0
                                                                                                                                                                                                                                                                   1.5' MIN.

             611.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     611.0


            610.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      610.0
                                                                                                                                                                                                                                                                        45 DEG BEND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SCALE: 1"=20'
                                                                                                                                                                                                                                                                                                                  45 DEG BEND
                                                                                                                                                                                                                                                                                      45 DEG BEND


                                                                                                                                                                                                                                                                                                    45 DEG BEND




        609.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          609.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              VERT. SCALE: 1"=2'
        608.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        608.0
            20+83                     21+00                                                                                22+00                                                                      23+00                                                                                                                      24+00                                                                       25+00                                                                               25+83
                                                                                                                                                                                                                                                             Station
                       615.429




                                                                                   615.630




                                                                                                                                                            615.930




                                                                                                                                                                                                                                                              616.248




                                                                                                                                                                                                                                                                                                                                                                                                             615.860
                                                                                                                                                                                                      616.080




                                                                                                                                                                                                                                                                                                                                 616.278
                                     615.480




                                                                                                                          615.780




                                                                                                                                                                                                                                                                                                                                                                                                                                                            615.710




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   615.611
                                                                                                                                                                                                                                                                                                                                                     616.011
                       615.49




                                                                                                                          615.65




                                                                                                                                                                                                                                                                                                                                                                                                             615.97




                                                                                                                                                                                                                                                                                                                                                                                                                                                            616.07
                                                                                                                                                            615.68
                                                                                   615.58




                                                                                                                                                                                                      615.88




                                                                                                                                                                                                                                                                                                                                                     615.91
                                      615.51




                                                                                                                                                                                                                                                               616.01




                                                                                                                                                                                                                                                                                                                                  616.17




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATERMAIN PLAN AND UNDERGROUND PROFILES

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CITY OF MUSKEGON                                               HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DRAWN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CHECKED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               REVISION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W-92036
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               AS-BUILT                PROJECT NO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      APPROVED                   REVISION                      SCALE    NO SCALESHEET NO            13   OF   16
                                                                                                                                                                                        ADDITIONAL QUANTITIES THIS SHEET STA 25+83 TO 28+20
                                                                                                                                                                                     DESCRIPTION                                                           QUANTITIES                 UNIT
                                                                                                                                                                                     SIDEWALK, REM                                                                  12                 SYD
                                                                                                                                                                                     SIDEWALK, CONC, 4 INCH                                                     100                     SF




                                                         HOUSTON AVE




                                                                                                                   WATER SERVICE 27+51
            LINE
                                                                                                                                                                                                 TOTAL WATERMAIN QUANTITIES THIS SHEET
                                                                                                                                                                                    DESCRIPTION                                                        QUANTITIES                    UNIT
                                                                                                                                                                                    WATER SERVICE, BUILDING CONNECTION, 1 INCH                                  2                     EA
                                                                                                                                                                                    CAP, 6 INCH, DI MJ                                                          1                     EA
                                                                                                                                                                                    CORPORATION STOP, 1 INCH                                                    2                     EA
                                                                                                                                  CS
                                                                                                                                                                                    CURB STOP AND BOX, 1 INCH                                                   2                     EA
                                                                                                                                                                                    SLEEVE, 8 INCH, LONG, DI MJ                                                 2                     EA
                                                                                                                                                                                    WATERMAIN, DI, 8 INCH, TR DET G, MODIFIED                                  232                    FT
        PROP 30' B-B
                       EX. 29' B-B




                                                                                                                                                        28+20
                                                                                                                                                                                    WATER SERVICE, 1 INCH, COPPER TYPE K                                       65                     FT




                                                                                                                                          28+00
                                       26+00




                                                                                              27+00
                                                                                                                                                                                    WATER SERVICE, PRIVATE PROPERTY, 1 INCH                                    29                     FT




                                                                                                                                                   P.O.E.
                                                                                                                                                                                    SIDEWALK, CONC, 4 INCH                                                     100                    SF
                                                                                                                                                                                    SIDEWALK, REM                                                              12                     SYD
    TREE 13"- 24"
                                                                            TREE 25"- 36"




                                                                     CS                                                                                                                    1 INCH WATER SERVICE SCHEDULE                                                  PRIVATE
            MATCH




                                                                                                                                                                                                                                                                PRIVATE
                                                                                                                                                                                                               1 INCH TYPE 1 INCH CURB                         PROPERTY
                                                                                                                                                                                                                                                                                     BUILDING
                                                                                                                                                                                     STATION    1 INCH CORP                               METER PIT
                                                                                                                                                                                                                "K" COPPER     STOP                                                 CONNECTION
                                                                                                                                                                                                                                                                  (FT)
                                                                                                                                                                                    26+46 RT        1 EACH        39 FT      1 EACH                                 19 FT             1 EACH
                                                                                                                                                                                    27+51 LT        1 EACH        26 FT      1 EACH                                 10 FT             1 EACH
                                                    WATER SERVICE 26+46




                                               Profile View Station
                                                             of Houston Ave
            617.0                                                                                                                                               617.0


            616.0                                                                                                                                               616.0


            615.0                                                                                                                                               615.0                                                                                           3 WORKING DAYS
                                                                                                                                                                                                                                                                EXCLUDING SAT, SUN & HOLIDAYS
                                                                                                                                                                                                                                                         DIG
                                                                          MIN. 5.5' DEPTH




                                                                                                                                                                                                                                                    MISS



            614.0                                                                                                                                               614.0
Elevation




                                                                                                                                                                        Elevation
            613.0                                                                                                                                               613.0


            612.0                                                                                                                                               612.0


            611.0                                                                                                                                               611.0


            610.0                                                                                                                                               610.0
                                                                                                                                                                                                                                           SCALE: 1"=20'
                                                                                                                                                                                                                                         VERT. SCALE: 1"=2'
        609.0                                                                                                                                                   609.0


        608.0                                                                                                                                                  608.0
            25+83                    26+00                                                  27+00                                        28+00             28+25
                                                                                                      Station
                                                                                                                                         616.068
                                     615.560




                                                                                            615.860




                                                                                                                616.088
                                                        615.710
                       615.611




                                                                                                                616.26
                                                        616.30




                                                                                            616.32




                                                                                                                                         616.20
                       616.14


                                      616.18




                                                                                                                                                                                                                                                                                       WATERMAIN PLAN AND UNDERGROUND PROFILES

                                                                                                                                                                                                                                           CITY OF MUSKEGON                                             HOUSTON AVE
                                                                                                                                                                                                                                         OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                         DRAWN
                                                                                                                                                                                                                                         CHECKED
                                                                                                                                                                                                                                                 F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                  REVISION
                                                                                                                                                                                                                                                                           SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                               W-92036
                                                                                                                                                                                                                                                                                                AS-BUILT          PROJECT NO
                                                                                                                                                                                                                                         APPROVED                        REVISION               SCALE   NO SCALESHEET NO       14   OF   16
  TRAFFIC CONTROL DETAILS                                                                                                                                                                                                                                                                       SIGN     DESCRIPTION
                                                                                                                                                                                                                                                                                                                                    ESTIMATED QUANTITIES
                                                                                                                                                                                                                                                                                                                                   SIGN, TYPE B TEMPORARY
                                                                                                                                                                                                                                                                                                                                                        QUANTITY    AREA TOTAL AREA
                                                                                                                                                                                                                                                                                                G20-2    END ROAD WORK                                     4         8 SFT  32 SFT
                                                                                                                                                                                                                                                                                                R5-18C  WORK ZONE BEGINS                                   5       16 SFT   80 SFT
                                                                                                                                                                                                                                                                                                RII-2   ROAD CLOSED                                        12      10 SFT   120 SFT
                                                                                                                                                                                                                                                                                                RII-4   ROAD CLOSED TO THRU TRAFFIC                        10      12.5 SFT 125 SFT
                                                                                                                                                                                                                                                                                                W20-3   ROAD CLOSED AHEAD                                  16      16 SFT   256 SFT
                                                                                                                                                                                                                                                                                                W21-4   ROAD WORK AHEAD                                    16      16 SFT   256 SFT
                                                                                                                                                                                                                                                                                                M4-9BL PEDESTRIAN DETOUR LEFT                              4        5 SFT   20 SFT
                                                                                                                                                                                                                                                                                                M4-9BR PEDESTRIAN DETOUR RIGHT                             4        5 SFT   20 SFT
                                                                                                                                                                                                                                                                                                R9-9    SIDEWALK CLOSED                                    12       2 SFT   24 SFT
                                                                                                                                                                                                                                                                                                R9-11L  SW CLOSED AHEAD CROSS HERE (LEFT)                  3        2 SFT   6 SFT
                                                                                                                                                                                                                                                                                                R9-11R  SW CLOSED AHEAD CROSS HERE (RIGHT)                 3        2 SFT   6 SFT
                                                                                                                                                                                                                                                                                                R9-11AL SW CLOSED CROSS HERE (LEFT)                        3        2 SFT   6 SFT
                                                                                                                                                                                                                                                                                                W16-9P AHEAD                                               3        3 SFT   6 SFT
                                                                                                                                                                                                                                                                                                R9-11AR SW CLOSED CROSS HERE (RIGHT)                       3        2 SFT   6 SFT
                                                                                                                                                                                                                                                                                                                                                                   TOTAL    963 SFT




                                                                                                                                                                                                                                                                                                                         ESTIMATED QUANTITIES
                                                                                                                                                                                                                                                                                                                    SIGN, TYPE B TEMPORARY, SPECIAL
                                                                                                                                                                                                                                                                                                 SIGN          DESCRIPTION                   QUANTITY AREA TOTAL AREA
                                                                                                                                                                                                                                                                                                 SS-1          HOUSTON AVE                      16    8 SFT  128 SFT
                                                                                                                                                                                                                                                                                                                                                     TOTAL   128 SFT



                                                                                                                                                                                                                                                                                                                  ESTIMATED TRAFFIC CONTROL DEVICES
                                                                                                                                                                                                                                                                                                MINOR TRAFFIC DEVICES                                              1               LS
                                                                                                                                                                                                                                                                                                BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, FURN 22                EA
                                                                                                                                                                                                                                                                                                BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, OPER 22                EA
                                                                                                                                         W21-4
                                                                                                                                                                                                                                                                                                PLASTIC DRUM, FLUORESCENT, FURN                                   68               EA
                                                                                                                                                                                                                                                                                                PLASTIC DRUM, FLUORESCENT, OPER                                   68               EA
                                                                                                                                                                                                                                                                                                SIGN, TYPE B, TEMP, PRISMATIC, FURN                              963               SFT
                                                                                                                                        W21-4                                                                                                                                                   SIGN, TYPE B, TEMP, PRISMATIC, OPER                              963               SFT
                                                                                                                                                                                                                                                                                                SIGN, TYPE B, TEMP, PRISMATIC, SPECIAL, FURN                      128              SFT
                                                                                                                                                            W20-3                                                                                                                               SIGN, TYPE B TEMP, PRISMATIC, SPECIAL, OPER                       128              SFT
                                                                                                                                                            SS-1
                                                                                                                                                                                                    G20-2                                                                                       MAINTENANCE GRAVEL, LM                                           150               CYD
                                                                                                                                                                                                                                                                                                DUST PALLIATIVE, APPLIED                                          30               TON
                                                                                                                                                         W20-3
                                                                                                            W21-4                                        SS-1
                                                                                                                                                                                R5-18C
                                                                                                                                                                                                                                                                                                PEDESTRIAN TYPE II BARRICADE, TEMP                                12               EA

                                                                                                                                                                  1 EA BARRICADE, TYPE III                                                                                              W21-4
                                                                                                                                                                  1 EA R11-4
                                                                                                                                                                   2 EACH PLASTIC DRUM                                                                                          W20-3
                                                                                                                                                                                                                                                                                                TRAFFIC CONTROL NOTES:
                                                                                                                                                                                                                                            R5-18C
                                                                                                                                                                                                                                                                                SS-1
                                                                                                                              W20-3

                                                                              W21-4
                                                                                                                              SS-1                                                                                                                                                              1. THE CONTRACTOR SHALL MAINTAIN ACCESS TO BUSINESSES, RESIDENCES, AND CROSS
                                                                                                                                                                                                                                                                                                   STREETS WITH MAINTENANCE GRAVEL AS DIRECTED BY THE ENGINEER. CONTRACTOR
                                                                                                                                      1 EA BARRICADE, TYPE III                                                                                                                                     MAY USE THE EXISTING AGGREGATE BASE FOR MAINTENANCE GRAVEL OR HMA
                                                                                                                                      1 EA R11-4
                                                                                                                                      2 EACH PLASTIC DRUM                                                                                                                                          MILLINGS. AGGREGATE OR HMA MILLINGS USED TO MAINTAIN TRAFFIC WILL BE PAID
                                                                                                                                                                                             R9-9                               1 EA BARRICADE, TYPE III                                           AT THE BID PROPOSAL UNIT PRICE FOR MAINTENANCE GRAVEL.
                                                                                                                                                                                                                                1 EA R11-2
                                                                                                W20-3                                                                                                                           4 EACH PLASTIC DRUM
                                                                                                SS-1
                                                   W21-4
                                                                                                                                                   1 EA BARRICADE, TYPE III
                                                                                                                                                                                                                                                                                                3. IN ADDITION TO THE 68 PLASTIC BARRELS USED FOR CHANNELING DEVICES AND ROAD
                                                                                                         1 EA BARRICADE, TYPE III
                                                                                                                                                                 1 EA R11-2
                                                                                                                                                                                                            1 EA BARRICADE, TYPE III                                                               CLOSURES, THE CONTRACTOR WILL SUPPLY AN ADDITIONAL 60 PLASTIC BARRELS FOR
                                                                                                                                                      4 EACH PLASTIC DRUM
                                                                                                         1 EA R11-4                                                                                         1 EA R11-2                                                                             MARKING TEMPORARY DRIVES, BLOCKING EXISTING DRIVES, AND SIDEWALKS, ETC. AS
                                                                                                         2 EACH PLASTIC DRUM                                                                                 4 EACH PLASTIC DRUM
                                                                                                                                                                                                                                                                                                   DIRECTED BY THE ENGINEER.
                                                                                                                                                                                                                                                               W20-3

                                                                                                                                                            *
                                                                                                                                                                                                                                                               SS-1
                                                                    W20-3                                                                                                     R9-9
                                                                    SS-1                                                                                                                                                   1 EA BARRICADE, TYPE III
                     W21-4
                                                                                                                       1 EA BARRICADE, TYPE III
                                                                                                                                                                                                                           1 EA R11-4
                                                                                                                                                                                                                           2 EACH PLASTIC DRUM
                                                                                                                                                                                                                                                                                                4. * PLEASE KEEP THE SIDEWALK RAMPS MAINTAINED AT 5TH ST. AND 7TH STREET
                                                                                                                                     1 EA R11-2                              1 EA BARRICADE, TYPE III
                                                                             1 EA BARRICADE, TYPE III                                                                        1 EA R11-2                                                                                                              BY USING MAINTENANCE GRAVEL AS NECESSARY TO ACCOMMODATE PEDESTRIAN
                                                                                                                          4 EACH PLASTIC DRUM
                                                                             1 EA R11-4                                                                                       4 EACH PLASTIC DRUM                                                                                                    TRAFFIC AS WELL AS THE GENERAL PUBLIC FOR THE CHURCH AND THE SENIOR
                                                                                                                                                                                                                                                                       R5-18C
                                                                             2 EACH PLASTIC DRUM
                                                                                                                                  R9-9                                                                                                                                                               CITIZEN FACILITY. PEDESTRIAN SIGNS HAVE BEEN ADDED TO THE TRAFFIC CONTROL
G20-2                                                                                                                                                                                                                                                                                                QUANTITIES, AND THE USE AND LOCATION SHALL BE DETERMINED BY THE ENGINEER
                                         W20-3                                                                                                                                                                                                             G20-2
                                         SS-1                                                                                                                                                1 EA BARRICADE, TYPE III                       W20-3
                                                                                                                                                                                                                                                                                                     IN THE FIELD. PLEASE NOTE ALL OTHER INTERSECTIONS SHALL BE CLOSED AND NO
                                                                                                                                                                                                                                                                                W21-4
                                                                                           1 EA BARRICADE, TYPE III
                                                                                                                                                                                             1 EA R11-4                                     SS-1                                                     PEDESTRIAN TRAFFIC WILL BE MAINTAINED.
                                              1 EA BARRICADE, TYPE III                                   1 EA R11-2                                                                          2 EACH PLASTIC DRUM
                                              1 EA R11-4                                      4 EACH PLASTIC DRUM                                 1 EA BARRICADE, TYPE III
                                               2 EACH PLASTIC DRUM                                                                                1 EA R11-2
        W21-4                                                                                                                                      4 EACH PLASTIC DRUM
                                                                                                        R9-9
                                                                                                                                                                                                                                                           W21-4
                                                                                                                      R9-9                                       1 EA BARRICADE, TYPE III                          W20-3
                                                                                                                                                                 1 EA R11-4                                        SS-1
                                                               1 EA BARRICADE, TYPE III                                                                          2 EACH PLASTIC DRUM
                                                                             1 EA R11-2

                   W20-3
                   SS-1
                                                                  4 EACH PLASTIC DRUM                                 1 EA BARRICADE, TYPE III
                                                                                                                      1 EA R11-2
                                                                                                                       4 EACH PLASTIC DRUM                                                                                                                                                                       SPECIAL SIGNS
                                         1 EA BARRICADE, TYPE III


                                                                                                                                                                                                                                                                                                                     SS-1
                                                       1 EA R11-2                                                                                                                                                               W21-4
                                            4 EACH PLASTIC DRUM          *                 R9-9                                       1 EA BARRICADE, TYPE III
                                                                                                                                      1 EA R11-4
                                                                                                                                                                                     W20-3
                                                                                                                                                                                     SS-1
                                                                                                                                      2 EACH PLASTIC DRUM
         R5-18C
                                                                                          1 EA BARRICADE, TYPE III
                                                                                          1 EA R11-2
                                                                                           4 EACH PLASTIC DRUM



                                                                                                         1 EA BARRICADE, TYPE III                        W20-3
                                                                                                                                                                                                    W21-4
                                                                                                                                                                                                                                                                                                         24"          HOUSTON AVE
                                                                                                         1 EA R11-4                                      SS-1
                                                                                                         2 EACH PLASTIC DRUM



                                                                                                                                                                                                                                                                                                                                                         4"
                                                       1 EA BARRICADE, TYPE III
                                                                                                                                                                       W21-4                                                                                                                                                    48"
                                                       1 EA R11-2
                                                       4 EACH PLASTIC DRUM



                                                                                                         W20-3
                                                                                                         SS-1                            W20-3
                             R5-18C                                                                                                      SS-1




                                 W20-3
                                 SS-1




                                                                                                         W21-4
                                                                                                                                         W21-4




           G20-2              W21-4
                                                                                                                                                                                                                                                                                                                                                                              TRAFFIC CONTROL DETAIL

                                                                                                                                                                                                                                                                                                                               CITY OF MUSKEGON                            HOUSTON AVE
                                                                                                                                                                                                                                                                                                                             OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                             DRAWN F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                             CHECKED                REVISION
                                                                                                                                                                                                                                                                                                                                                             SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                 H-92036
                                                                                                                                                                                                                                                                                                                                                                   AS-BUILT              PROJECT NO
                                                                                                                                                                                                                                                                                                                             APPROVED        REVISION              SCALE   NO SCALESHEET NO           15   OF   16
                                                                                           PERMANENT SIGNING AND PAVEMENT MARKING DETAIL


                                                           13.0 FT PAVT MRKG, OVLY COLD PLASTIC,                                                                                                                                                       12.0 FT PAVT MRKG, OVLY COLD PLASTIC,
                                                                                                                                                        12.0 FT PAVT MRKG, OVLY COLD PLASTIC,
                                                           18 INCH, STOP BAR                                                                                                                                                                           18 INCH, STOP BAR
                                                                                                                                                        18 INCH, STOP BAR
                                                           108 FT PAVT MRKG, OVLY COLD PLASTIC, 6                                                                                                                                                      105 FT PAVT MRKG, OVLY COLD PLASTIC, 6
                                                                                                                                                        102 FT PAVT MRKG, OVLY COLD PLASTIC, 6
                                                           INCH, CROSSWALK                                                                                                                                                                             INCH, CROSSWALK
                                                                                                                                                        INCH, CROSSWALK




                                                                                                                                                                                                                                                                                                                    STA 15+00
                                                     P.O.B. 0+83




                                                                                                                                                                                                                                                                                                                     MATCH LINE
                                                                                                                                                                                                                                          15.0 FT PAVT MRKG, OVLY COLD PLASTIC,
                                                                                                                                              13.0 FT PAVT MRKG, OVLY COLD PLASTIC,                                                       18 INCH, STOP BAR
                                                                                                                                              18 INCH, STOP BAR
                                                                                                                                                                                                                                          115 FT PAVT MRKG, OVLY COLD PLASTIC, 6
                                                                                                                                              104 FT PAVT MRKG, OVLY COLD PLASTIC, 6                                                      INCH, CROSSWALK
                                                                                                                                              INCH, CROSSWALK
                                                                   53 FT PAVT MRKG, OVLY COLD PLASTIC, 6
                                                                   INCH, CROSSWALK



                                                                                                                                                                                                                                                                                                                    13.0 FT PAVT MRKG, OVLY COLD PLASTIC,
                                                                                                                                                                                                                                                                                                                    18 INCH, STOP BAR
                                                                                                                                                                                                                                                                                                                    107 FT PAVT MRKG, OVLY COLD PLASTIC, 6
                                                                                                                                                                                                                                                                                                                    INCH, CROSSWALK




                                                                                                                                                                                                                                TOTAL PERMANENT PAVEMENT MARKING QUANTITIES
                                                                                                                                                                                                                                PAVT MRKG, OVLY COLD PLASTIC, 18 INCH, STOP BAR                              129    FT
                                                                                                                                                                                                                                PAVT MRKG, OVLY COLD PLASTIC, 6 INCH, CROSSWALK                              1120   FT




             12.0 FT PAVT MRKG, OVLY COLD PLASTIC,
             18 INCH, STOP BAR
             105 FT PAVT MRKG, OVLY COLD PLASTIC, 6                                                        14.0 FT PAVT MRKG, OVLY COLD PLASTIC,
             INCH, CROSSWALK                                                                               18 INCH, STOP BAR
                                                                                                           112 FT PAVT MRKG, OVLY COLD PLASTIC, 6
                                                                                                           INCH, CROSSWALK
STA 15+00




                                                                                                                                                                                                                                                                                                     28+20
                                                                                                                                                                                                                                                                                                P.O.E.
MATCH LINE




                                                                                                                                                                                                 13.0 FT PAVT MRKG, OVLY COLD PLASTIC,
                                                                                                                                                                                                 18 INCH, STOP BAR
                                                                                                                                                                                                 104 FT PAVT MRKG, OVLY COLD PLASTIC, 6
                                                                                                                                                                                                 INCH, CROSSWALK


                                                                                              12.0 FT PAVT MRKG, OVLY COLD PLASTIC,
                                                                                              18 INCH, STOP BAR
                                                                                              105 FT PAVT MRKG, OVLY COLD PLASTIC, 6
                                                                                              INCH, CROSSWALK




                                                                                                                                                                                                                                                                                                                                                                                PAVEMENT MARKING DETAIL

                                                                                                                                                                                                                                                                                                                                           CITY OF MUSKEGON                     HOUSTON AVE
                                                                                                                                                                                                                                                                                                                                         OFFICE OF THE CITY ENGINEER NINTH TO THIRD
                                                                                                                                                                                                                                                                                                                                         DRAWN
                                                                                                                                                                                                                                                                                                                                         CHECKED
                                                                                                                                                                                                                                                                                                                                                 F. PEASE SEPT 21 REVISION
                                                                                                                                                                                                                                                                                                                                                                  REVISION
                                                                                                                                                                                                                                                                                                                                                                           SURVEY F.PEASE 2020
                                                                                                                                                                                                                                                                                                                                                                                               H-92036
                                                                                                                                                                                                                                                                                                                                                                        AS-BUILT           PROJECT NO
                                                                                                                                                                                                                                                                                                                                         APPROVED            REVISION   SCALE   NO SCALESHEET NO        16   OF   16
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: April 12, 2022               Title: Staffing Services Agreement (BGCML)

Submitted By: Dan VanderHeide                         Department: Public Works

Brief Summary:
Staff is requesting authorization to contract with the Boys and Girls Club of the Muskegon
Lakeshore (BGCML) for temporary staffing services during the 2022 maintenance season.

Detailed Summary:
During 2021 the City entered into a pilot program with Community enCompass, a neighborhood
services organization, to provide youth from their support programs as temporary staffing services
helping the Department of Public Works maintain City parks. The pilot program was successful, and
this year the Boys & Girls Club reached out to the City seeking to enter into a similar agreement.
The Boys & Girls Club anticipates providing approximately 8 staff split in two teams, and in
consultation with DPW identified two service areas that they would be well suited for:
   1. Landscape maintenance, waste removal and general support in the BID area downtown.
   2. Restroom cleaning and waste removal at Beukema, Reese, Sheldon and McCrea parks.
DPW typically hires up to 30 seasonal employees each year from GoodTemps (Goodwill). The
staffing provided by this agreement will take the place of an approximately equal number of our
typical seasonal employees, helping DPW fill our roster during the labor shortage and providing
employment and training for younger community members.
Temporary staffing is accounted for in the annual budget of the departments that use these services.
The employees under this agreement are included in the parks (general) fund budget, and the
Business Improvement District (BID), via reimbursement.

Amount Requested: Approximately $67,200              Amount Budgeted: $67,200 in FY22 and in FY23

Fund(s) or Account(s): 101, 202, 203                 Fund(s) or Account(s): 101, 202, 203

Recommended Motion:
Authorize staff to contract with the Boys and Girls Club of the Muskegon Lakeshore for temporary
staffing services during the 2022 maintenance season.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
                            CITY OF MUSKEGON
                 CONTRACT FOR TEMPORARY STAFFING SERVICES

        This Agreement is effective upon execution between the City of Muskegon, a Michigan
 municipal corporation, of 933 Terrace Street, Muskegon, MI 49443 (“City”) and the Boys and
 Girls Club of the Muskegon Lakeshore, of 900 W Western Avenue, Muskegon, MI 49441
 (“Contractor”) with reference to the following facts:

                                             RECITALS

A.     Contractor requested to partner with the Public Works Department to maintain parks,
       landscaping and other facilities throughout the city.

B.     Contractor agreed to provide approximately eight staff in two teams of approximately four
       each, with one supervisor per team, to support the Public Works Department in maintaining
       the parks, landscaping and other facilities.

 NOW, THEREFORE, for valuable consideration, the receipt and adequacy of which is
 hereby acknowledged, the parties agree as follows:

1.     Services. Contractor shall provide the following services:

       a.      In the area known as the Business Improvement District (BID), including nearby
               parks and city properties, maintaining flower beds and other landscaping by
               removing weeds and other undesirable plants and items, turf maintenance using
               push mowers and other hand-operated equipment, picking up loose debris and
               refuse (trash), emptying refuse containers, and performing other cleaning and
               maintenance tasks as designated by Public Works Department Staff.

       b.      Picking up loose debris and refuse (trash), emptying refuse containers, cleaning
               restrooms, and performing other cleaning and maintenance tasks as designated by
               Public Works Department Staff in parks and other City-owned properties. This
               effort is primarily envisioned at Beukema Playfield, Reese Playfield, Sheldon Park,
               and McCrea Playfield, however other parks or properties may be assigned by Public
               Works Department Staff in consultation with Contractor.

       c.      During the months of June, July and August, the contractor will provide up to 35
               hours of labor per week per employee. During April, May, September and October,
               the contractor will provide a reduced workforce to support critical efforts. The
               employees are students and will not have as much availability during the school
               year.

2.     Equipment. The City shall supply safety equipment mandated for employees while on
       assignment with the City, together with other equipment described herein.


BGCML Temporary Staffing Service Agreement                                            Page 1 of 6
4 /15/22 – 10/31/22
       a.      The City shall supply hand-operated equipment that directly supports the tasks
               described in this agreement and other duties as assigned by Public Works
               Department Staff in consultation with the Contractor; examples of this equipment
               includes hand-operated lawn mowers, string trimmers, leaf blowers, hand tools
               such as rakes and spades, and cleaning equipment such as brushes and bottles. The
               City will provide materials to support the efforts, such as gasoline, string line, paper
               towel(s), cleaning solutions and refuse bags.

       b.      If available for use, the City may supply a self-propelled utility cart to assist with
               refuse disposal, carrying equipment and staff relocation, based from a facility
               within or near the BID, for Contractor’s use. All operators of such a cart must be
               licensed within the State of Michigan to operate a motor vehicle and carry a current
               driver’s license. The City will provide materials to support the cart, such as
               gasoline.

       c.      If available for use, the City may supply a motor vehicle and/or utility trailer to
               assist with refuse disposal, carrying equipment and staff relocation, based from the
               City’s Public Works Facility at 1350 E. Keating Avenue, Muskegon, MI 49442, for
               Contractor’s use. All operators of such a vehicle and/or utility trailer must be
               licensed within the State of Michigan to operate a motor vehicle and carry a current
               driver’s license. The City will provide materials to support the vehicle, such as
               gasoline.

       d.      The City will perform any required maintenance on City-owned equipment. The
               City reserves the right, in its sole discretion, to withdraw the use of equipment if
               deemed in the best interest of the City. Any damage caused to rented or borrowed
               equipment is the responsibility of the Contractor.

       e.      In the event the City is unable to provide equipment, and upon written approval
               from City, the Contractor may rent equipment that is deemed necessary for the
               Services. The City will provide materials to support rented equipment, such as
               gasoline and other consumables not included in rental costs. Maintenance of rented
               equipment shall be the responsibility of the Contractor. The City will reimburse the
               cost of the equipment rental at actual cost, including maintenance costs.

3.     Expenses. Contractor shall be responsible to pay for all expenses incurred by Contractor
       related to the performance of its duties under this Agreement, except as described in
       Section 2.e of this agreement.

4.     Contract Billing. City agrees to pay Contractor, in full consideration for the complete
       performance of Contractor’s obligations under this Agreement:

       a.      Youth will be paid at a rate of $12/hour.

       b.      Supervisors will be paid at a rate of $15/hour.


BGCML Temporary Staffing Service Agreement                                                Page 2 of 6
4 /15/22 – 10/31/22
       c.      For all labor, Contractor will bill a markup of 37.5% to cover taxes, insurance and
               administrative costs. Expenses, when reimbursable, will be billed at actual cost.

5.     Payment. Contractor shall submit detailed invoices on a monthly basis for the prior
       month’s services. Payments according to this agreement are invoiced and paid on a
       monthly basis. Requests for payment shall be submitted on a detailed invoice to the City
       monthly for the previous month. The City agrees that payment shall be due on net 30-day
       terms.

6.     Specific Reservations. City reserves the right to discontinue its use of temporary
       employees from contractor as it determines appropriate.

7.     Terms and Termination. This Agreement shall be effective on the date of execution, and
       shall remain in full force and at the same terms through October 31, 2022, with an option
       to renew for an additional term, if mutually agreed upon by both parties as memorialized
       in a written and signed agreement.

8.     Commencement and Damages.

       a.      Commencement. Contractor shall commence performance under this Agreement
               upon its execution.

               The City shall notify Contractor of any violation of the Agreement. It shall be the
               duty of Contractor to remedy a Contractor violation.

               Failure to perform pursuant to this Agreement for a period in excess of five (5)
               consecutive scheduled, working days, or failure for a similar period, to perform in
               the manner required, and provided such failure is not a result of war, insurrection,
               riots, or acts of God, the City may, at its option and after written notice to
               Contractor, utilize any or all of Contractor’s equipment used in performance of this
               Agreement until such time the matter is resolved and the Contractor is performing
               under the terms of the Agreement.

       b.      Appeal. The City’s determination regarding damages shall be final and binding on
               both parties unless appealed, in writing, to the City Manager or his designee within
               ten (10) working days after notice. The City Manager or his designee shall grant
               Contractor an informal hearing upon such request. The decision of the City
               Manager shall be final and binding.

9.     Insurance and Indemnity.

       a.      City Insurance Requirement. The contractor, and any and all of their
               subcontractors, shall not commence work under this contract until they have
               obtained the insurance required under this paragraph, and shall keep such insurance
               in force during the entire life of this contract. All coverage shall be with insurance
               companies licensed and admitted to do business in the State of Michigan and


BGCML Temporary Staffing Service Agreement                                               Page 3 of 6
4 /15/22 – 10/31/22
               acceptable to City of Muskegon. The requirements below should not be interpreted
               to limit the liability of the Contractor. All deductibles and SIRs are the
               responsibility of the Contractor.

       b.      Worker’s Compensation Insurance, including Employers’ Liability Coverage, in
               accordance with all applicable statutes of the State of Michigan.

       c.      Commercial General Liability Insurance on an “Occurrence Basis” with limits
               of liability not less than $1,000,000 per occurrence and aggregate. Coverage shall
               include the following extensions: (A) Contractual Liability; (B) Products and
               Completed Operations; (C) Independent Contractors Coverage; (D) Broad Form
               General Liability Extensions or equivalent, if not already included; (E) Deletion of
               all Explosion, Collapse, and Underground (XCU) Exclusions, if applicable.

       d.      Automobile Liability, including Michigan No-Fault Coverages, with limits of
               liability not less than $1,000,000 per occurrence combined single limit for Bodily
               Injury, and Property Damage. Coverage shall include all owned vehicles, all non-
               owned vehicles, and all hired vehicles

       e.      Additional Insured: Commercial General Liability and Automobile Liability, as
               described above, shall include an endorsement stating the following shall be
               Additional Insureds: The City of Muskegon, all elected and appointed officials, all
               employees and volunteers, agents, all boards, commissions, and/or authorities and
               board members, including employees and volunteers thereof. It is understood and
               agreed by naming the City of Muskegon as additional insured, coverage afforded
               is considered to be primary and any other insurance the City of Muskegon may
               have in effect shall be considered secondary and/or excess.

       f.      Cancellation Notice: Worker’s Compensation Insurance, Commercial General
               Liability Insurance, and Automobile Liability Insurance, as described above, shall
               be endorsed to state the following: It is understood and agreed Thirty (30) days,
               Ten (10) days for non-payment of premium, Advance Written Notice of
               Cancellation, Non-Renewal, Reduction, and/or Material Change shall be sent to:
               City of Muskegon, Finance and Administrative Services Director, 933 Terrace St,
               PO Box 536, Muskegon, Michigan 49443-0536.

       g.      Proof of Insurance Coverage. Contractor shall provide the City at the time the
               contracts are returned for execution, certificates and policies endorsing the City as
               additional insured as listed below:

               i.      Two (2) copies of Certificates of Insurance for Workers’ Compensation
                       Insurance, if applicable;

               ii.     Two (2) copies of Certificate of Insurance for Commercial General Liability
                       Insurance; and



BGCML Temporary Staffing Service Agreement                                              Page 4 of 6
4 /15/22 – 10/31/22
               iii.    If so requested, Certified Copies of all policies mentioned above will be
                       furnished.

               If any of the above coverages expire during the term of this contract, Contractor
               shall deliver renewal certificates and/or policies to City at least ten (10) days prior
               to the expiration date.

       h.      Indemnity. Contractor shall indemnify and save harmless the City against and from
               all costs, expenses, liabilities, claims, suits, action, and demands of every kind or
               nature, including reasonable attorney fees, by or on behalf of any person, party, or
               governmental authority whatsoever arising out of Contractor’s services performed
               under this agreement, Contractor’s failure to perform under this agreement,
               Contractor’s use of City equipment, or Contractor’s failure to comply with any
               laws, ordinances, requirements, orders, directions, rules, or regulations of any
               federal, state, county, or local governmental authority.

10.    Income Tax Withholding. Contractor shall withhold income taxes from each employee,
       and pay such tax in accordance with the City of Muskegon Income Tax Ordinance and all
       applicable laws associated with that ordinance. Contractor shall require the same from
       each subcontractor, consultant or vendor used in the performance of his duties and
       obligations in this Agreement. City reserves the right to withhold payments otherwise due
       to Contractor to assure compliance with this Agreement or to cure such noncompliance.

11.    General Provisions.

       a.      Notices. Any notice that either party may give or is required to give under this
               Agreement shall be in writing, specify the position, department and location
               assigned, and, if mailed, shall be effective on the day it is delivered to the other
               party at the other party’s address set forth in this Agreement or at any other address
               that the other party provides in writing. Notices given in person are effective on the
               day they are given. Notices to the City must copy the City Attorney at 601 Terrace
               St., Muskegon, MI 49440.

       b.      Governing Law. This Agreement is executed in accordance with, shall be
               governed by, and construed and interpreted in accordance with, the laws of the State
               of Michigan.

       c.      Assignment or Delegation. Neither party shall assign all nor any portion of its
               rights nor obligations contained in this Agreement without express prior written
               approval of the other party, which approval may be withheld in the other party’s
               sole discretion.

       d.      Entire Agreement. This Agreement and the documents specified in section 1 shall
               constitute the entire agreement, and shall supersede any other Agreements, written
               or oral, that may have been made or entered into, by, and between the parties with
               respect to the subject matter of this Agreement, and shall not be modified or


BGCML Temporary Staffing Service Agreement                                                Page 5 of 6
4 /15/22 – 10/31/22
               amended except in a subsequent writing signed by the party against whom
               enforcement is sought.

        e.     Binding Effect. This Agreement shall be binding upon, and to the benefit of, and
               be enforceable by, the parties and their respective legal representatives, permitted
               successors, and assigns.

        f.     Waiver. City may waive all or any portion of damages without prejudicing its
               rights under this Agreement.

        g.     Severability. Should any one or more of the provisions of this Agreement be
               determined to be invalid, unlawful, or unenforceable in any respect, the validity,
               legality, and enforceability of the remaining provisions of this agreement shall not
               in any way be impaired or affected.

        h.     Venue. The parties agree that, for purposes of any dispute in connection with this
               Agreement, the Muskegon County District or Circuit Court shall have exclusive
               personal and subject matter jurisdiction and venue.

        i.     Survival. All representations, warranties, and covenants in this Agreement shall
               survive the signing of this Agreement.

        j.     Written Clarification. In the event that there are inconsistencies within the
               Agreement, the Contractor shall immediately notify the City, in writing, for a
               determination, interpretation, clarification and/or prioritization of the
               inconsistencies.

        City and Contractor have executed this Agreement on the date written next to their
 signatures to be effective according to the term(s) stated in this document.


Date:                               ,2022        CITY OF MUSKEGON


                                                 By:
                                                                 Ken Johnson, Mayor


                                                 And:
                                                                  Ann Meisch, Clerk

Date:                               ,2022        BOYS AND GIRLS CLUB OF
                                                 THE MUSKEGON LAKESHORE


                                                 By:


BGCML Temporary Staffing Service Agreement                                             Page 6 of 6
4 /15/22 – 10/31/22
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: April 12, 2022               Title: Staffing Services Agreement (enCompass)

Submitted By: Dan VanderHeide                         Department: Public Works

Brief Summary:
Staff is requesting authorization to contract with Community enCompass for temporary staffing
services during the 2022 maintenance season.

Detailed Summary:
During 2021 the City entered into a pilot program with Community enCompass, a neighborhood
services organization, to provide youth from their support programs as temporary staffing services
helping the Department of Public Works maintain City parks. The pilot program was successful, and
Community enCompass has requested to repeat the arrangement again in 2022.
Community enCompass anticipates providing approximately 10 to 15 staff split into teams of up to
5, and in consultation with DPW identified services they would be well suited for. The services will
include restroom cleaning and waste removal at Marsh Field, McLaughlin Community Park, Clara
Shepherd Park, the Dog Park, and Campbell Field. Other parks or properties may be added
depending on staffing availability.
DPW typically hires up to 30 seasonal employees each year from GoodTemps (Goodwill). The
staffing provided by this agreement will take the place of an approximately equal number of our
typical seasonal employees, helping DPW fill our roster during the labor shortage and providing
employment and training for younger community members.
Temporary staffing is accounted for in the annual budget of the departments that use these services.
The employees under this agreement are included in the parks (general) fund budget.

Amount Requested: Approx. $110,700                   Amount Budgeted: $110,700 in FY22 and in FY23

Fund(s) or Account(s): 101-70751-5346                Fund(s) or Account(s): 101-70751-5346

Recommended Motion:
Authorize staff to contract with Community enCompass for temporary staffing services during the
2022 maintenance season.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
                            CITY OF MUSKEGON
                 CONTRACT FOR TEMPORARY STAFFING SERVICES

        This Agreement is effective upon execution between the City of Muskegon, a Michigan
 municipal corporation, of 933 Terrace Street, Muskegon, MI 49440 (“City”) and Community
 enCompass, of 1105 Terrace Street, Muskegon, MI 49442 (“Contractor”), with reference to the
 following facts:
                                        RECITALS

A.     Contractor requested to partner with the Public Works Department to maintain parks,
       landscaping and other facilities throughout the city, primarily in the McLaughlin and
       Nelson neighborhoods.

B.     Contractor agrees to provide approximately ten to fifteen staff, with one supervisor per
       team of four to five students, to support the Public Works Department in maintaining the
       parks, landscaping and other facilities.

 NOW, THEREFORE, for valuable consideration, the receipt and adequacy of which is
 hereby acknowledged, the parties agree as follows:

1.     Services. Contractor shall provide the following services:

       a.      Picking up loose debris and refuse (trash), emptying refuse containers, cleaning
               restrooms, maintaining landscaping by removing weeds and other undesirable
               plants and items, and performing other cleaning and maintenance tasks as
               designated by Public Works Department Staff in parks and other City-owned
               properties. This effort is primarily envisioned at Marsh Field, McLaughlin
               Community Park, Clara Shepherd Park, the Dog Park, and Campbell Field,
               however other parks or properties may be assigned by Public Works Department
               Staff in consultation with Contractor.

       b.      During the months of June, July and August, the contractor will provide up to 35
               hours of labor per week per employee. During September and October, the
               contractor will provide a reduced workforce to support critical efforts. The
               employees are students and will not have as much availability during the school
               year.

2.     Equipment. The City shall supply safety equipment mandated for employees while on
       assignment with the City, together with other equipment described herein.

       a.      The City shall supply hand-operated equipment that directly supports the tasks
               described in this agreement and other duties as assigned by Public Works
               Department Staff in consultation with the Contractor; examples of this equipment


Community enCompass Temporary Staffing Services Agreement                          Page 1 of 6
6 / 1 /22 – 10/31/22
               includes hand tools such as rakes and spades, and cleaning equipment such as
               brushes and bottles. The City will provide materials to support the efforts, such as
               paper towel(s), cleaning solutions and refuse bags.

       b.      If available for use, the City may supply a motor vehicle and/or utility trailer to
               assist with refuse disposal, carrying equipment and staff relocation, based from the
               City’s Public Works Facility at 1350 E. Keating Avenue, Muskegon, MI 49442, for
               Contractor’s use. All operators of such a vehicle and/or utility trailer must be
               licensed within the State of Michigan to operate a motor vehicle and carry a current
               driver’s license. The City will provide materials to support the vehicle, such as
               gasoline.

       c.      The City will perform any required maintenance on City-owned equipment. The
               City reserves the right, in its sole discretion, to withdraw the use of equipment if
               deemed in the best interest of the City. Any damage caused to rented or supplied
               equipment is the responsibility of the Contractor.

       d.      In the event the City is unable to provide equipment, and upon written approval
               from City, the Contractor may rent equipment that is deemed necessary for the
               Services. The City will provide materials to support rented equipment, such as
               gasoline and other consumables not included in rental costs. Maintenance of rented
               equipment shall be the responsibility of the Contractor. The City will reimburse the
               cost of the equipment rental at actual cost, including maintenance costs.

3.     Expenses. Contractor shall be responsible to pay for all expenses incurred by Contractor
       related to the performance of its duties under this Agreement, except as described in
       Section 2.d of this agreement.

4.     Contract Billing. City agrees to pay Contractor, in full consideration for the complete
       performance of Contractor’s obligations under this Agreement:

       a.      Youth will be paid at a rate of $12/hour.

       b.      Supervisors will be paid at a rate of $15/hour.

       c.      For all labor, Contractor will bill a markup of 37.5% to cover taxes, insurance and
               administrative costs. Expenses, when reimbursable, will be billed at actual cost.

5.     Payment. Contractor shall submit detailed invoices on a monthly basis for the prior
       month’s services. Payments according to this agreement are invoiced and paid on a
       monthly basis. Requests for payment shall be submitted on a detailed invoice to the City
       monthly for the previous month. The City agrees that payment shall be due on net 30-day
       terms.

6.     Specific Reservations. City reserves the right to discontinue its use of temporary
       employees from contractor as it determines appropriate.


Community enCompass Temporary Staffing Services Agreement                              Page 2 of 6
6 / 1 /22 – 10/31/22
7.     Terms and Termination. This Agreement shall be effective on the date of execution, and
       shall remain in full force and at the same terms through October 31, 2022, with an option
       to renew for an additional term, if mutually agreed upon by both parties as memorialized
       in a written and signed agreement.

8.     Commencement and Damages.

       a.      Commencement. Contractor shall commence performance under this Agreement
               upon its execution.

               The City shall notify Contractor of any violation of the Agreement. It shall be the
               duty of Contractor to remedy a Contractor violation.

               Failure to perform pursuant to this Agreement for a period in excess of five (5)
               consecutive scheduled, working days, or failure for a similar period, to perform in
               the manner required, and provided such failure is not a result of war, insurrection,
               riots, or acts of God, the City may, at its option and after written notice to
               Contractor, utilize any or all of Contractor’s equipment used in performance of this
               Agreement until such time the matter is resolved and the Contractor is performing
               under the terms of the Agreement.

       b.      Appeal. The City’s determination regarding damages shall be final and binding on
               both parties unless appealed, in writing, to the City Manager or his designee within
               ten (10) working days after notice. The City Manager or his designee shall grant
               Contractor an informal hearing upon such request. The decision of the City
               Manager shall be final and binding.

9.     Insurance and Indemnity.

       a.      City Insurance Requirement. The contractor, and any and all of their
               subcontractors, shall not commence work under this contract until they have
               obtained the insurance required under this paragraph, and shall keep such insurance
               in force during the entire life of this contract. All coverage shall be with insurance
               companies licensed and admitted to do business in the State of Michigan and
               acceptable to City of Muskegon. The requirements below should not be interpreted
               to limit the liability of the Contractor. All deductibles and SIRs are the
               responsibility of the Contractor.

       b.      Worker’s Compensation Insurance, including Employers’ Liability Coverage, in
               accordance with all applicable statutes of the State of Michigan.

       c.      Commercial General Liability Insurance on an “Occurrence Basis” with limits
               of liability not less than $1,000,000 per occurrence and aggregate. Coverage shall
               include the following extensions: (A) Contractual Liability; (B) Products and
               Completed Operations; (C) Independent Contractors Coverage; (D) Broad Form


Community enCompass Temporary Staffing Services Agreement                                Page 3 of 6
6 / 1 /22 – 10/31/22
               General Liability Extensions or equivalent, if not already included; (E) Deletion of
               all Explosion, Collapse, and Underground (XCU) Exclusions, if applicable.

       d.      Automobile Liability, including Michigan No-Fault Coverages, with limits of
               liability not less than $1,000,000 per occurrence combined single limit for Bodily
               Injury, and Property Damage. Coverage shall include all owned vehicles, all non-
               owned vehicles, and all hired vehicles

       e.      Additional Insured: Commercial General Liability and Automobile Liability, as
               described above, shall include an endorsement stating the following shall be
               Additional Insureds: The City of Muskegon, all elected and appointed officials, all
               employees and volunteers, agents, all boards, commissions, and/or authorities and
               board members, including employees and volunteers thereof. It is understood and
               agreed by naming the City of Muskegon as additional insured, coverage afforded
               is considered to be primary and any other insurance the City of Muskegon may
               have in effect shall be considered secondary and/or excess.

       f.      Cancellation Notice: Worker’s Compensation Insurance, Commercial General
               Liability Insurance, and Automobile Liability Insurance, as described above, shall
               be endorsed to state the following: It is understood and agreed Thirty (30) days,
               Ten (10) days for non-payment of premium, Advance Written Notice of
               Cancellation, Non-Renewal, Reduction, and/or Material Change shall be sent to:
               City of Muskegon, Finance and Administrative Services Director, 933 Terrace St,
               PO Box 536, Muskegon, Michigan 49443-0536.

       g.      Proof of Insurance Coverage. Contractor shall provide the City at the time the
               contracts are returned for execution, certificates and policies endorsing the City as
               additional insured as listed below:

               i.      Two (2) copies of Certificates of Insurance for Workers’ Compensation
                       Insurance, if applicable;

               ii.     Two (2) copies of Certificate of Insurance for Commercial General Liability
                       Insurance; and

               iii.    If so requested, Certified Copies of all policies mentioned above will be
                       furnished.

               If any of the above coverages expire during the term of this contract, Contractor
               shall deliver renewal certificates and/or policies to City at least ten (10) days prior
               to the expiration date.

       h.      Indemnity. Contractor shall indemnify and save harmless the City against and from
               all costs, expenses, liabilities, claims, suits, action, and demands of every kind or
               nature, including reasonable attorney fees, by or on behalf of any person, party, or
               governmental authority whatsoever arising out of Contractor’s services performed


Community enCompass Temporary Staffing Services Agreement                                 Page 4 of 6
6 / 1 /22 – 10/31/22
               under this agreement, Contractor’s failure to perform under this agreement,
               Contractor’s use of City equipment, or Contractor’s failure to comply with any
               laws, ordinances, requirements, orders, directions, rules, or regulations of any
               federal, state, county, or local governmental authority.

10.    Income Tax Withholding. Contractor shall withhold income taxes from each employee,
       and pay such tax in accordance with the City of Muskegon Income Tax Ordinance and all
       applicable laws associated with that ordinance. Contractor shall require the same from
       each subcontractor, consultant or vendor used in the performance of his duties and
       obligations in this Agreement. City reserves the right to withhold payments otherwise due
       to Contractor to assure compliance with this Agreement or to cure such noncompliance.

11.    General Provisions.

       a.      Notices. Any notice that either party may give or is required to give under this
               Agreement shall be in writing, specify the position, department and location
               assigned, and, if mailed, shall be effective on the day it is delivered to the other
               party at the other party’s address set forth in this Agreement or at any other address
               that the other party provides in writing. Notices given in person are effective on the
               day they are given. Notices to the City must copy the City Attorney at 601 Terrace
               St., Muskegon, MI 49440.

       b.      Governing Law. This Agreement is executed in accordance with, shall be
               governed by, and construed and interpreted in accordance with, the laws of the State
               of Michigan.

       c.      Assignment or Delegation. Neither party shall assign all nor any portion of its
               rights nor obligations contained in this Agreement without express prior written
               approval of the other party, which approval may be withheld in the other party’s
               sole discretion.

       d.      Entire Agreement. This Agreement and the documents specified in section 1 shall
               constitute the entire agreement, and shall supersede any other Agreements, written
               or oral, that may have been made or entered into, by, and between the parties with
               respect to the subject matter of this Agreement, and shall not be modified or
               amended except in a subsequent writing signed by the party against whom
               enforcement is sought.

       e.      Binding Effect. This Agreement shall be binding upon, and to the benefit of, and
               be enforceable by, the parties and their respective legal representatives, permitted
               successors, and assigns.

       f.      Waiver. City may waive all or any portion of damages without prejudicing its
               rights under this Agreement.

       g.      Severability. Should any one or more of the provisions of this Agreement be


Community enCompass Temporary Staffing Services Agreement                                Page 5 of 6
6 / 1 /22 – 10/31/22
               determined to be invalid, unlawful, or unenforceable in any respect, the validity,
               legality, and enforceability of the remaining provisions of this agreement shall not
               in any way be impaired or affected.

        h.     Venue. The parties agree that, for purposes of any dispute in connection with this
               Agreement, the Muskegon County District or Circuit Court shall have exclusive
               personal and subject matter jurisdiction and venue.

        i.     Survival. All representations, warranties, and covenants in this Agreement shall
               survive the signing of this Agreement.

        j.     Written Clarification. In the event that there are inconsistencies within the
               Agreement, the Contractor shall immediately notify the City, in writing, for a
               determination, interpretation, clarification and/or prioritization of the
               inconsistencies.

        City and Contractor have executed this Agreement on the date written next to their
 signatures to be effective according to the term(s) stated in this document.


Date:                                ,2022         CITY OF MUSKEGON


                                                   By:
                                                                 Ken Johnson, Mayor


                                                   And:
                                                                  Ann Meisch, Clerk


Date:                                ,2022         COMMUNITY ENCOMPASS


                                                   By:




Community enCompass Temporary Staffing Services Agreement                              Page 6 of 6
6 / 1 /22 – 10/31/22
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: April 12, 2022               Title: Equity Vision Statement

Submitted By: LeighAnn Mikesell                       Department: City Manager’s Office

Brief Summary: The city’s Core Team has created an equity vision statement and is seeking formal
adoption by the commission.

Detailed Summary: Our draft equity vision statement began with the city’s current vision statement
and was built through answering the following questions.
How do you define equity?
What are the desired results?
What would the results look like?
What are desired outcomes?
Current vision statement: Muskegon, The Premier Shoreline City Offering a Vibrant, Affordable and
Ethnically Diverse City Where Citizens Feel Safe, Enjoy Their Neighborhoods and Have Access to
Their City Government.
Equity vision statement: Muskegon is an ethnically diverse city where we embrace differences and
value relationships, access to city services and programs is universal, and people are engaged in
community building. The diversity of our community is reflected in city businesses, events, boards,
commissions and staff.

Amount Requested: N/A                                Amount Budgeted: N/A

Fund(s) or Account(s): N/A                           Fund(s) or Account(s): N/A

Recommended Motion: Adopt the equity vision statement presented by the city’s Core Team.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.


For City Clerk Use Only:
Commission Action:
                        Agenda Item Review Form
                         Muskegon City Commission

Commission Meeting Date: April 12, 2022               Title: Youth Programming -COVID

Submitted By: Oneata Bailey                           Department: Community and Neighborhood
                                                      Services

Brief Summary: Youth Programming Support



Detailed Summary: CDBG Proposals received for the following programs will support local Youth
Programs with CDBG-CV funding:


Kids Power of Produce- $ 15,000
Promoting Healthy food choices and programs for low-income families for children ages 3-13


West Michigan Lake Hawks in Flight Foundation INC – 30,000
Provide a UNITY event to focus on Mental Health for youth transitioning from COVID
Proposals included.

Amount Requested: 45,000                            Amount Budgeted: 45,000

Fund(s) or Account(s): CDBG-CV                      Fund(s) or Account(s): CDBG-CV

Recommended Motion: Approve the requests for funding to support Youth Programming.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.


For City Clerk Use Only:
Commission Action
                        Agenda Item Review Form
                         Muskegon City Commission

Commission Meeting Date: April 12, 2022               Title: Youth Programming (Training)-COVID

Submitted By: Oneata Bailey                           Department: Community and Neighborhood
                                                      Services

Brief Summary: Youth Programming for Employment Training



Detailed Summary: CDBG Proposal received for Access for All Apprenticeship Readiness
Training Program through Michigan State AFL-CIO Workforce Development Institute:


1 Cohort fiscal year 2022- $ 90,000
Annual training for Workforce Development training in Muskegon county for youth ages 18- 24.
This would be the 1st of a proposed 3 year training cycle.


Proposal included.

Amount Requested: 90,000                            Amount Budgeted: 90,000

Fund(s) or Account(s): CDBG-CV                      Fund(s) or Account(s): CDBG-CV

Recommended Motion: Approve the requests for funding to support Youth Programming.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.


For City Clerk Use Only:
Commission Action
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: April 12, 2022                Title: Sale – 207 E Walton, 283 E Walton &
                                                       692 W Grand

Submitted By: Mike Franzak                             Department: Planning Department

Brief Summary: City staff is seeking authorization to sell three of the City owned vacant lots to Firm
Engineering Construction Group LLC.

Detailed Summary: Firm Engineering Construction Group LLC will be constructing three single
family homes on the lots owned by the City of Muskegon. They will be sold for 75% of the True
Cash Value (TCV) per policy. The total selling price will be $9,000. The properties are located in
the Brownfield Development area. The homes will be constructed within eighteen (18) months.



Amount Requested: None.                               Amount Budgeted: $0

Fund(s) or Account(s): N/A                            Fund(s) or Account(s): N/A

Recommended Motion: Authorize the Code Coordinator to work with the developer and complete
the sale of the three City owned buildable lots as described and to have the Mayor and Clerk sign
the deed.



Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.
For City Clerk Use Only:
Commission Action:
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: April 12, 2022                Title: Sale of the West half of 1991 Clinton to
                                                       be combined with 1974 Peck St.

Submitted By: Hope Griffith                            Department: Planning Department

Brief Summary: City staff is seeking authorization to sell the West half of 1991 Clinton (City owned
vacant lot) to La Familia Farms Property LLC.

Detailed Summary: La Familia Farms Property LLC will be purchasing the adjacent property at
1974 Peck St for the construction of their business. They would like to purchase the West Half of
1991 Clinton that is directly adjacent to the South of their property for $10,000 to combine with
their property (map is attached). The True Cash Value of the entire vacant lot is $20,000 per
County Equalization. The City will retain an easement across the portion being sold due to a water
main being located there. They will be utilizing this property for the parking lot.



Amount Requested: None.                              Amount Budgeted: $0

Fund(s) or Account(s): N/A                           Fund(s) or Account(s): N/A

Recommended Motion: Authorize the Code Coordinator to work with the developer and complete
the sale of the City owned lot as described and to have the Mayor and Clerk sign the purchase
agreement and deed.



Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.
For City Clerk Use Only:
Commission Action:
                                 REAL ESTATE PURCHASE AGREEMENT


      THIS AGREEMENT is made April ___, 2022, by and between the CITY OF
MUSKEGON, a municipal corporation, with offices at 933 Terrace St. Room 202, Muskegon,
Michigan 49440 ("Seller"), and LA FAMILIA FARMS PROPERTY LLC, a Limited Liability
Company, of 2146 N. Kilpatrick Ave., Chicago, Illinois 60639 ("Buyer").

        1.      General Agreement and Description of Premises. Seller agrees to sell, and
Buyer agrees to buy, marketable record title of real estate, and all improvements thereon, with all
beneficial easements, and with all of Seller's right, title and interest in all adjoining public ways,
the real property located in the City of Muskegon, Muskegon County, Michigan ("Premises"),
and specifically described as:

                CITY OF MUSKEGON PLAT A MUSKEGON HEIGHTS SOUTH 1/2 LOT 13
                                     BLOCK 23

Subject to the reservations, restrictions and easements of record, provided said reservations,
restrictions and easements of record are acceptable to Buyer upon disclosure and review of the
same, and subject to any governmental inspections required by law. There will be an easement
and right of way on this property to the Seller due to a watermain being located on the property.

        2.     Purchase Price and Manner of Payment. The purchase price for the Premises
shall be Ten Thousand and no/100 Dollars ($10,000.00).

       3.      Taxes and Assessments. All taxes and assessments that are due and payable at
the time of Closing shall be paid by Seller prior to or at Closing. All taxes and special
assessments that become due and payable after Closing shall be the responsibility of Buyer.

        4.      Title Insurance. Seller agrees to deliver to Buyer's attorney, ten (10) days prior
to closing, a commitment for title insurance, issued by Transnation Title Insurance Company, for
an amount not less than the purchase price stated in this Agreement, guaranteeing title on the
conditions required herein. In the event the reservations, restrictions or easements of record
disclosed by said title commitment is, in the sole discretion of Buyer, deemed unreasonable,
Seller shall have forty-five (45) days from the date Seller is notified in writing of such
unreasonableness of restriction and such unmarketability of title, to remedy such objections. If
Seller resolves such restrictions and remedies the title (by obtaining satisfactory title insurance or
otherwise) within the time specified, Buyer agrees to complete this sale as herein provided,
within ten (10) days of written notification thereof. If Seller fails to resolve such restrictions or
remedy the title within the time above specified or fails to obtain satisfactory title insurance, this
Agreement will be terminated at Buyer's option. The premium for the owner's title policy shall
be paid by Seller.

        5.      Covenant to Construct Improvements and Use. Buyer acknowledges that, as
part of the consideration inuring to the City, Buyer covenants and agrees that this entire lot is
under and easement and right of way in which to construct, use, repair, and replace the


O:\CLERK\Common\Word\Agenda Items for Next Meeting\2022\041222\16b_1991 Clinton - purchase agreement.doc
watermain and appurtenant parts thereof and to enter upon the land to said easement and right of
way for the purpose of construction, operation, maintenance, repair and/or replacement thereof.
IT IS UNDERSTOOD that buildings, walls, trees, or any type of structure(s) which would
inhibit the intended use of this easement will not be placed upon the Easement Property without
the prior written consent of the Seller with the exception of the parking lot, landscaping and
fencing. If any maintenance is required of the watermain; then it will be the responsibility of the
Buyer to replace the ground covering that is removed (i.e. parking lot). The covenants in this
paragraph shall survive the closing and run with the land.

        6.      Survey. Buyer at its own expense may obtain a survey of the Premises, and
Buyer or its surveyor or other agents may enter the Premises for that purpose prior to Closing. If
no survey is obtained, Buyer agrees that Buyer is relying solely upon Buyer's own judgment as to
the location, boundaries and area of the Premises and improvements thereon without regard to
any representations that may have been made by Seller or any other person. In the event that a
survey by a registered land surveyor made prior to closing discloses an encroachment or
substantial variation from the presumed land boundaries or area, Seller shall have the option of
effecting a remedy within thirty (30) days after disclosure, or tendering Buyer's deposit in full
termination of this Purchase Agreement, and paying the cost of such survey. Buyer may elect to
purchase the Premises subject to said encroachment or variation.

     7.    Condition of Premises and Examination by Buyer. NO IMPLIED
WARRANTIES OF HABITABILITY, QUALITY, CONDITION, FITNESS FOR A
PARTICULAR PURPOSE, OR ANY OTHER IMPLIED WARRANTIES SHALL OPERATE
BETWEEN SELLER AND BUYER, AND BUYER EXPRESSLY WAIVES ANY AND ALL
SUCH IMPLIED WARRANTIES. BUYER UNDERSTANDS AND AGREES THAT THE
PREMISES ARE TAKEN "AS IS," SUBJECT TO THE EXPRESS COVENANTS,
CONDITIONS AND/OR EXPRESS WARRANTIES CONTAINED IN THIS PURCHASE
AGREEMENT. BUYER FURTHER SAYS THAT HE HAS PERSONALLY INSPECTED
THE PREMISES AND IS SATISFIED WITH THE CONDITION OF THE LAND, AND THE
BUILDINGS AND IMPROVEMENTS THEREON, AND THAT THE PROPERTY IS BEING
PURCHASED AS A RESULT OF SUCH INSPECTION AND INVESTIGATION AND NOT
DUE TO ANY REPRESENTATIONS MADE BY OR ON BEHALF OF SELLER. SELLER
KNOWS OF NO HAZARDOUS SUBSTANCES OR CONTAMINATION, AND BUYER
WAIVES ANY CLAIM AGAINST SELLER IN THE EVENT SUCH STUBSTANCES ARE
FOUND.

        8.       Real Estate Commission. Buyer and Seller both acknowledge and agree that
neither has dealt with any real estate agents, brokers or salespersons regarding this sale, and that
no agent, broker, salesperson or other party is entitled to a real estate commission upon the
closing of this sale. Buyer and Seller both agree to indemnify and hold the other harmless from
any liability, including reasonable attorney fees, occasioned by reason of any person or entity
asserting a claim for a real estate commission arising from actions taken by the other party.




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       9.      Closing. The closing date of this sale shall be on or before _________________,
 2022 ("Closing"). The Closing shall be conducted at Transnation Title Insurance Company,
 570 Seminole Road, Ste. 102, Muskegon, MI 49444. If necessary, the parties shall execute an
 IRS closing report at the Closing.

       10.     Delivery of Deed. Seller shall execute and deliver a quit claim deed to Buyer at
Closing for the Premises.

       11.     Affidavit of Title. At the Closing, Seller shall deliver to Buyer an executed
Affidavit of Title.

        12.    Date of Possession. Possession of Premises is to be delivered to Buyer by Seller
on the date of Closing.

       13.     Costs. Seller shall be responsible to pay the Michigan transfer tax, if any, in the
amount required by law. In addition, Seller shall be responsible to pay for the recording of any
instrument that must be recorded to clear title to the Premises, to the extent required by this
Agreement.

                    Buyer shall pay for the cost of recording the deed to be delivered at Closing.

                    Buyer and Seller shall split any other closing costs.

          14.       General Provisions.

                a.     Paragraph Headings. The paragraph headings are inserted in this
          Agreement only for convenience.

                   b.    Pronouns. When applicable, pronouns and relative words shall be read as
          plural, feminine or neuter.

                 c.     Merger. It is understood and agreed that all understandings and
          agreements previously made between Buyer and Seller are merged into this Agreement,
          which alone fully and completely expresses the agreement of the parties.

                 d.      Governing Law. This Agreement shall be interpreted and enforced
          pursuant to the laws of the State of Michigan.

                 e.      Successors. All terms and conditions of this Agreement shall be binding
          upon the parties, their successors and assigns.

                  f.      Severability. In case any one or more of the provisions contained in this
          Agreement shall for any reason be held to be invalid, illegal, or unenforceable in any
          respect, such invalidity, illegality, or unenforceability shall not affect any other provision
          of this Agreement, and this Agreement shall be construed as if such invalid, illegal, or
          unenforceable provision(s) had never been contained herein.



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                 g.      Survival of Representations and Warranties. The representations,
          warranties, covenants and agreements contained in this Agreement and in any instrument
          provided for herein shall survive the Closing and continue in full force and effect after
          the consummation of this purchase and sale.

                 h.      Modification of the Agreement. This Agreement shall not be amended
          except by a writing signed by Seller and Buyer.

       The parties have executed this Real Estate Purchase Agreement the day and year first
above written.

WITNESSES:                                                       SELLER: CITY OF MUSKEGON

_______________________________                                  By_____________________________________
                                                                 Ken Johnson, Mayor

_______________________________                                  _______________________________________
                                                                 Ann Marie Meisch, MMC, Clerk


                                                                 BUYER:


________________________________                                 _____________________________________
                                                                 La Familia Farms Property LLC
                                                                 Fabian Limon, Manager and CEO
________________________________




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                                                              Sale of the West half of 1991 Clinton
                                                                                                      LARCH




                                                                                                 CLINTON




                                                                                                                                                                                       TER
5TH




                                                                                                                                                                                       RAC
                                                                                                                                                                                           E
                                                                      PECK
                                                                                                                                                           LAKETON




                                                                                  Marsh Field

            ALPHA
      5TH




                      JEFFERSON




                                                                                                                                                    HOYT
                                                                                                                        JIROCH
                                                    SANFORD




                                                                                                                                            LEAHY
                                                                                                                     HOLBROOK



                    HOLBROOK




                                                                                       CLINTON




                                                                                                                                                                            REYNOLDS
                                            This section that is
                                            west of the alley is
                                            for the sale.
                                            (26 ft. X 125 ft.)                                                   1991 Clinton Outlined in red
                                            Zoned B-4                                                            We will retain this section that
                                                                      1974 Peck                                  is east of the alley.
                                                                                                                 (26 ft. X 125 ft.)
                                                                                                                 Zoned R-1
                                  KEATING




                    ´
                                                                                                                                                                     KEATING
  5TH




                                                                                                                                                                         REYNOLDS
                                                                                                           KEATING
                                                                                    AFFETT




                                                                                                                     AKER
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: April 12, 2022                Title: Sale – 1258 Wesley, 1364 Morgan,
                                                       1419 Ducey, 1428 Ducey, 1536 Ducey,
                                                       1539 Ducey, 1556 Albert, 1561 Albert, and
                                                       1488 Ducey

Submitted By: Hope Griffith                            Department: Planning Department

Brief Summary: City staff is seeking authorization to sell nine of the City owned vacant lots to
Stephens Homes and Investments LLC.

Detailed Summary: Stephens Homes and Investments LLC will be constructing nine single family
homes on the lots owned by the City of Muskegon. The properties are zoned R-1 (Single Family
Residential). They will be sold for 75% of the True Cash Value (TCV) per policy. The total selling
price will be $38,925. Eight of the properties are located in the Brownfield Development area. The
property at 1488 Ducey is the east 50 feet of 1476 Ducey (not located in the Brownfield
Development area). The City will retain the remainder of 1476 Ducey for Fire Station #5 that is
located adjacent at 1481 Marquette. The homes will be constructed within twenty-four (24) months.



Amount Requested: None.                               Amount Budgeted: $0

Fund(s) or Account(s): N/A                            Fund(s) or Account(s): N/A

Recommended Motion: Authorize the Code Coordinator to work with the developer and complete
the sale of the nine City owned buildable lots as described and to have the Mayor and Clerk sign
the deed.



Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.
For City Clerk Use Only:
Commission Action:
                        PURCHASE AND DEVELOPMENT AGREEMENT

        This Purchase and Development Agreement (“Agreement”) is made ____________, 2022
(“Effective Date”), between the City of Muskegon, a Michigan municipal corporation, of 933 Terrace
Street, Muskegon, Michigan 49440 (“City”), and Stephens Homes and Investments, LLC, a Michigan
limited liability company, of 1042 Terrace Street, Muskegon, Michigan 49442 (“Developer”), with
reference to the following facts:

                                               Background

        A.       Developer proposes to purchase and develop nine (9) vacant properties owned by City,
which are all located in the City of Muskegon, Muskegon County, Michigan, and each commonly known
and legally described on the attached Exhibit A (each property individually, a “Parcel” and collectively
“Project Properties”).

        B.        City and Developer desire to establish the terms, covenants, and conditions upon which
City will sell and Developer will purchase and develop the Project Properties. Developer intends to develop
on each of the Project Properties a single-family house (the “Project”).

        Therefore, for good and valuable consideration, the parties agree as follows:

        1.       Sale and Purchase of Project Properties. City agrees to sell to Developer, and Developer
agrees to purchase from City, on the terms and subject to the conditions set forth in this Agreement, the
Project Properties, subject to reservations, restrictions, and easements of record.

       2.       Purchase Price. The total purchase price for the Project Properties shall be $38,925.00,
which shall be paid in cash or other immediately available funds at Closing (defined below). The total
purchase price for the Project Properties shall be allocated to each Parcel as provided on Exhibit A.

Pursuant to Paragraph 3(b) below, the parties acknowledge and agree that Developer shall be eligible to be
reimbursed all or a portion of the purchase price for each Parcel upon the completion of certain design
standards as further described herein.

        3.      Construction and Development Requirements.

                 a.      Construction Dates. The parties acknowledge and agree that Developer shall have
        a period of twenty-four (24) months from the date of Closing to complete the Project (“Construction
        Period”), except as otherwise provided in this Agreement or as otherwise mutually agreed upon by
        the parties in writing.

                b.       Construction Details; Purchase Price Reimbursement. Developer’s construction
        and development of the Project Properties shall be in substantial conformance with its plans and
        specifications provided to City by Developer or as otherwise agreed upon in writing between City
        and Developer. As referenced above, Developer shall be eligible for reimbursement of all or a
        portion of the purchase price for each of the Project Properties upon Developer’s satisfaction of the
        following design standards for each single-family home it constructs on the Project Properties:
                          Design Standard                    Purchase Price Reimbursement for Parcel
             Open front porch of at least 60 sq. ft.                           25%
             Picture or bay window                                             25%
             Shutter or other acceptable window                                25%
             treatments
             Underground Sprinkling                                               25%

        (By way of example only: If Developer completes three of the design standards listed above for
        the construction at the Parcel located at 1556 Albert Avenue, Developer would be reimbursed
        $3,037.50, which is 75% of the $4,050 purchase price for this Parcel. If Developer completes all
        four design standards, Developer would be reimbursed the entire purchase price for this Parcel.)

          4.      Right of Reversion. Notwithstanding anything herein to the contrary, and as security for
Developer’s obligation to commence and complete construction of a single-family house on each of the
Project Properties, the quit claim deed conveying the Project Properties to Developer shall contain a right
of reversion in all of the Project Properties (“City’s Reversionary Right”), which may be exercised by City,
in its sole and absolute discretion, if any of the following conditions occur:

                 a.      Developer does not commence construction within sixty (60) days after the date of
        Closing, in which case title to all of the Project Properties shall automatically revert to City upon
        the terms and conditions further provided in this Paragraph 4 below. For purposes of this Paragraph
        4(a), commencing construction means furnishing labor and materials to at least one Parcel of the
        Project Properties and beginning installation of the approved single-family home(s).

                 b.      Developer does not complete construction of all Project Properties prior to
        expiration of the Construction Period, in which case title to any of the Project Properties that are
        not complete by the end of the Construction Period shall automatically revert to City upon the terms
        and conditions further provided in this Paragraph 4 below. For purposes of this Paragraph 4(b),
        completing construction means the issuance of an occupancy permit by City for all of the Project
        Properties. Provided, however, the parties agree to reasonably negotiate an extension of the
        Construction Period up to a period of six (6) months for any of the Project Properties that have a
        completed foundation before the expiration of the initial Construction Period.

If any of the above conditions occur, City shall automatically have City’s Reversionary Right to reacquire
title to any or all of the Project Properties, as the case may be. To exercise City’s Reversionary Right
described herein, City must provide written notice to Developer (or its permitted successors, assigns, or
transferees) within thirty (30) days of Developer’s failure under this Agreement, but in any event prior to
Developer satisfying the conditions set forth in Paragraph 4(a) or Paragraph 4(b) above, as the case may
be, and record such notice with the Muskegon County Register of Deeds. Upon request of City, Developer
shall take all reasonable steps to ensure City acquires marketable title to any or all of the Project Properties,
as the case may be, through its exercise of its rights under this Paragraph within thirty (30) days of City’s
demand, including without limitation, the execution of appropriate deeds and other documents.

In addition, if any or all of the Project Properties revert to City, City may retain the purchase price for such
Project Properties free and clear of any claim of Developer or its assigns. In the event of reversion of title
of any or all of the Project Properties, improvements made on such Project Properties shall become the
property of City. In no event shall the Project Properties be in a worse condition than upon the date of
Closing. These covenants and conditions shall run with the land and be recorded in the quit claim deed
from City to Developer.

        5.      Waiver of Water/Sewer Connection Fee. Upon the condition that all Project Properties
are completed no later than the Construction Completion Date, City agrees to waive the water/sewer
connection fee for all Project Properties.

        6.       Title Insurance. Within five (5) days after the Effective Date, Developer shall order a title
commitment for an extended coverage ALTA owner’s policy of title insurance issued by Transnation Title
Agency (the “Title Company”) for the Project Properties in the amount of the total purchase price for the
Project Properties and bearing a date later than the Effective Date, along with copies of all of the underlying
documents referenced therein (the “Title Commitment”). Developer shall cause the Title Company to issue
a marked-up commitment or pro forma owner’s policy with respect to the Project Properties at the Closing
naming Developer as the insured and in form and substance reasonably satisfactory to Developer, but
subject to Permitted Exceptions (defined below). As soon as possible after the Closing, Developer shall
cause the Title Company to furnish to Developer an extended coverage ALTA owner’s policy of title
insurance with respect to the Project Properties (the “Title Policy”). City shall be responsible for the cost
of the Title Policy; provided, however, Developer shall be solely responsible for the cost of any
endorsements to the Title Policy that Developer desires.

          7.       Title Objections. Developer shall have until the end of the Inspection Period (as defined
below) within which to raise objections to the status of City’s title to the Project Properties. If objection to
the title is made, City shall have seven (7) days from the date it is notified in writing of the particular defects
claimed to either (a) remedy the objections, or (b) notify Developer that it will not remedy the objections.
If Developer does not notify City in writing as to any title or survey objections, then Developer will be
deemed to have accepted the condition of title as set forth in the Title Commitment. If City is unwilling or
unable to remedy the title or obtain title insurance over such defects within the time period specified, then
notwithstanding anything contained herein to the contrary, Developer may, at its option, upon written notice
to City, either (i) terminate this Agreement and neither City nor Developer shall have any further obligation
to the other pursuant to this Agreement, except as otherwise provided herein, or (ii) waive such objection,
in which case such objection shall become a Permitted Exception, and thereafter proceed to the Closing
according to the terms of this Agreement. Any matter disclosed on the Title Commitment that is waived or
not objected to by Developer shall be deemed a “Permitted Exception.”

         8.      Property Taxes and Assessments. City shall be responsible for the payment of all real
estate taxes and assessments that become due and payable prior to Closing, without proration. Developer
shall be responsible for the payment of all real estate taxes and assessments that become due and payable
after Closing, without proration.

         9.      Survey. Developer at its own expense may obtain a survey of any or all of the Project
Properties, and Buyer or its surveyor or other agents may enter any of the Project Properties for that purpose
prior to Closing. If no survey is obtained, Developer agrees that Developer is relying solely upon
Developer's own judgment as to the location, boundaries, and area of the Project Properties and
improvements thereon without regard to any representations that may have been made by City or any other
person. In the event that a survey by a registered land surveyor made prior to Closing discloses an
encroachment or substantial variation from the presumed land boundaries or area, City shall have the option
of affecting a remedy within seven (7) days after disclosure, or terminate this Agreement. Developer may
elect to purchase the Project Properties subject to said encroachment or variation.

        10.    Inspection Period. At Developer’s sole option and expense, Developer and Developer’s
agents may conduct inspections of each of the Project Properties within thirty (30) days after the Effective
Date (“Inspection Period”). Developer’s inspection under this Paragraph may include, by way of example
but not limitation, inspections of any existing improvements to each Parcel, other systems servicing the
Parcel, zoning, and the suitability for Developer’s intended purposes for each Parcel. If Developer, in
Developer’s reasonable discretion, is not satisfied with the results of the inspections for any reason,
Developer shall notify City in writing of Developer’s prior to expiration of the 30-day Inspection Period. If
Developer so notifies City, this Agreement shall be terminated and have no further force and effect. If no
written objection is made by Developer within the stated period, this inspection contingency shall be
deemed to be waived by Developer and the parties shall proceed to Closing in accordance with the terms
of this Agreement.

         11.      Condition of Project Properties. City and Developer acknowledge and agree that each
Parcel in the Project Properties is being sold and delivered “AS IS”, “WHERE IS” in its present condition.
Except as specifically set forth in this Agreement or any written disclosure statements, City has not made,
does not make, and specifically disclaims any and all representations, warranties, or covenants of any kind
or character whatsoever, whether implied or express, oral or written, as to or with respect to (i) the value,
nature, quality, or condition of any of the Project Properties, including without limitation, soil conditions,
and any environmental conditions; (ii) the suitability of the Project Properties for any or all of Developer’s
activities and uses; (iii) the compliance of or by the Project Properties with any laws, codes, or ordinances;
(iv) the habitability, marketability, profitability, or fitness for a particular purpose of the Project Properties;
(v) existence in, on, under, or over the Project Properties of any hazardous substances; or (vi) any other
matter with respect to the Project Properties. Developer acknowledges and agrees that Developer has or
will have the opportunity to perform inspections of the Project Properties pursuant to this Agreement and
that Developer is relying solely on Developer’s own investigation of the Project Properties and not on any
information provided to or to be provided by City (except as specifically provided in this Agreement). If
the transaction contemplated herein closes, Developer agrees to accept the respective Project Properties
acquired by Developer and waive all objections or claims against City arising from or related to such Project
Properties and any improvements thereon except for a breach of any representations or warranties or
covenants specifically set forth in this Agreement. In the event this transaction closes, then subject to City’s
express representations, warranties, and covenants in this Agreement, Developer acknowledges and agrees
that it has determined that the respective Project Properties it has acquired and all improvements thereon
are in a condition satisfactory to Developer based on Developer’s own inspections and due diligence, and
Developer has accepted such Project Properties in their present condition and subject to ordinary wear and
tear up to the date of Closing. The terms of this Paragraph shall survive the Closing and/or the delivery of
the deed.

       12.     Developer’s Representations and Warranties of Developer. Developer represents,
covenants, and warrants the following to be true:

               a.      Authority. Developer is a Michigan limited liability company. Developer has the
        power and authority to enter into and perform Developer’s obligations under this Agreement.

                 b.      Litigation. No judgment is outstanding against Developer and no litigation, action,
        suit, judgment, proceeding, or investigation is pending or outstanding before any forum, court, or
        governmental body, department or agency or, to the knowledge of Developer, threatened, that has
        the stated purpose or the probable effect of enjoining or preventing the Closing.

                c.       Bankruptcy. No insolvency proceeding, including, without limitation, bankruptcy,
        receivership, reorganization, composition, or arrangement with creditors, voluntary or involuntary,
        affecting Developer or any of Developer's assets or properties, is now or on the Closing Date will
        be pending or, to the knowledge of Developer, threatened.
        13.      Conditions Precedent. This Agreement and all of the obligations of Developer under this
Agreement are, at Developer’s option, subject to the fulfillment, before or at the time of the Closing, of
each of the following conditions:

                a.      Performance. The obligations, agreements, documents, and conditions required to
        be signed and performed by City shall have been performed and complied with before or at the date
        of the Closing.

              b.          City Commission Approval. This Agreement is approved by the Muskegon City
        Commission.

        14.      Default.

                a.       By Developer. In the event Developer fails to comply with any or all of the
        obligations, covenants, warranties, or agreements under this Agreement and such default is not
        cured within ten (10) days after receipt of notice (other than Developer’s failure to tender the
        purchase price in full at Closing, a default for which no notice is required), then City may terminate
        this Agreement.

                b.       By City. In the event City fails to comply with any or all of the obligations,
        covenants, warranties or agreements under this Agreement, and such default is not cured within ten
        (10) days after receipt of notice, then Developer may either terminate this Agreement or Developer
        may pursue its legal and/or equitable remedies against City including, without limitation, specific
        performance.

        15.      Closing.

                 a.      Date of Closing. The closing date of this sale shall be as mutually agreed by the
        parties, but in no event later than _______________ (“Closing”), unless this Agreement is
        terminated in accordance with its provisions. The Closing shall be conducted at such time and
        location as the parties mutually agree.

                 b.       Costs. The costs associated with this Agreement and the Closing shall be paid as
        follows: (i) Developer shall pay any state and county transfer taxes in the amount required by law;
        (ii) City shall pay the premium for the owner’s Title Policy, provided that Developer shall pay for
        any and all endorsements to the Title Policy that Developer desires; (iii) City shall be responsible
        to pay for the recording of any instrument that must be recorded to clear title to the extent required
        by this Agreement; (iv) Developer shall pay for the cost of recording the deed; and (v) Developer
        and City shall each pay one-half of any closing fees charged by the Title Company.

                 c.       Deliveries. At Closing, City shall deliver a quit claim deed for the Project
        Properties and Developer shall pay the purchase price. The quit claim deed to be delivered by City
        at closing shall include the City Right of Reversion described in Paragraph 4 above. The parties
        shall execute and deliver such other documents reasonably required to effectuate the transaction
        contemplated by this Agreement.

        16.      Real Estate Commission. Developer and City shall each be responsible for any fees for
any real estate agents, brokers, or salespersons regarding this sale that it has hired, but shall have no
obligation as to any fees for any real estate agents, brokers, or salespersons regarding this sale that the other
party has hired.
        17.       Notices. All notices, approvals, consents and other communications required under this
Agreement shall be in writing and shall be deemed given: (i) when delivered in person; (ii) when sent by
fax or email: (iii) when sent by a nationally-recognized receipted overnight delivery service with delivery
fees prepaid; or (iv) when sent by United States first-class, registered, or certified mail, postage prepaid.
The notice shall be effective immediately upon personal delivery or upon transmission of the fax or email;
one day after depositing with a nationally recognized overnight delivery service; and five (5) days after
sending by first class, registered, or certified mail.

Notices shall be sent to the parties as follows:

        To City:         City of Muskegon
                         Attn.: LeighAnn Mikesell, Deputy City Manager
                         933 Terrace Street
                         Muskegon, MI 49440

        w/ copy to:      Parmenter Law
                         Attn.: John C. Schrier
                         601 Terrace Street, Suite 200
                         Muskegon, MI 49440
                         Email: [email protected]

        To Developer: Stephens Homes and Investments, LLC
                      Attn.: __________________
                      1042 Terrace Street
                      Muskegon, MI
                      Email: __________________

        18.      Miscellaneous.

               a.      Governing Law. This Agreement will be governed by and interpreted in
        accordance with the laws of the state of Michigan.

                b.      Entire Agreement. This Agreement constitutes the entire agreement of the parties
        and supersedes any other agreements, written or oral, that may have been made by and between the
        parties with respect to the subject matter of this Agreement. All contemporaneous or prior
        negotiations and representations have been merged into this Agreement.

               c.       Amendment. This Agreement shall not be modified or amended except in a
        subsequent writing signed by all parties.

                 d.      Binding Effect. This Agreement shall be binding upon and enforceable by the
        parties and their respective legal representatives, permitted successors, and assigns.

                 e.     Counterparts. This Agreement may be executed in counterparts, and each set of
        duly delivered identical counterparts which includes all signatories, shall be deemed to be one
        original document.

                 f.      Full Execution. This Agreement requires the signature of all parties. Until fully
        executed, on a single copy or in counterparts, this Agreement is of no binding force or effect and if
        not fully executed, this Agreement is void.
                g.       Non-Waiver. No waiver by any party of any provision of this Agreement shall
        constitute a waiver by such party of any other provision of this Agreement.

                h.       Severability. Should any one or more of the provisions of this Agreement be
        determined to be invalid, unlawful, or unenforceable in any respect, the validity, legality, and
        enforceability of the remaining provisions of this Agreement shall not in any way be impaired or
        affected.

                 i.      No Reliance. Each party acknowledges that it has had full opportunity to consult
        with legal and financial advisors as it has been deemed necessary or advisable in connection with
        its decision to knowingly enter into this Agreement. Neither party has executed this Agreement in
        reliance on any representations, warranties, or statements made by the other party other than those
        expressly set forth in this Agreement.

                j.     Assignment or Delegation. Except as otherwise specifically set forth in this
        Agreement, neither party shall assign all or any portion of its rights and obligations contained in
        this Agreement without the express or prior written approval of the other party, in which approval
        may be withheld in the other party's sole discretion.

                k.      Venue and Jurisdiction. The parties agree that for purposes of any dispute in
        connection with this Agreement, the Muskegon County Circuit Court shall have exclusive personal
        and subject matter jurisdiction and that Muskegon County is the exclusive venue.

        This Agreement is executed effective as of the Effective Date set forth above.

CITY:                                                  DEVELOPER:

CITY OF MUSKEGON                                       STEPHENS HOMES AND INVESTMENTS, LLC


By: _______________________________                    By: _______________________________
Name: Ken Johnson                                      Name: __________________________
Title: Mayor                                           Title: __________________________
Dated: __________________                              Dated: __________________


By: _______________________________
Name: Ann Marie Meisch
Title: Deputy City Manager
Dated: __________________
                                           Exhibit A


The following described premises located in the City of Muskegon, County of Muskegon, State of
Michigan, and legally described as follows:

1) CITY OF MUSKEGON URBAN RENEWAL PLAT NO 2 LOT 335.
       1556 Albert – Parcel # 61-24-611-000-0355-00
       Price: $4,050.00

2) CITY OF MUSKEGON URBAN RENEWAL PLAT NO 2 LOT 275 EXCLUDING WEST 2
   FEET THEREOF.
       1561 Albert – Parcel # 61-24-611-000-0275-00
       Price: $4,050.00

3) CITY OF MUSKEGON URBAN RENEWAL PLAT NO 2 LOT 408.
       1419 Ducey – Parcel # 61-24-611-000-0408-00
       Price: $4,875.00

4) CITY OF MUSKEGON URBAN RENEWAL PLAT NO 2 WEST 65.8 FEET OF LOT 444.
       1428 Ducey – Parcel # 61-24-611-000-0444-00
       Price: $4,050.00

5) CITY OF MUSKEGON URBAN RENEWAL PLAT NO 3 EAST 50 FEET LOT 450.
       1488 Ducey – Parcel # 61-24-611-000-0450-10 – (Parcel # for 2023 tax year)
       Price: $4,050.00

6) CITY OF MUSKEGON URBAN RENEWAL PLAT NO 2 LOT 453.
       1536 Ducey – Parcel # 61-24-611-000-0453-00
       Price: $4,875.00

7) CITY OF MUSKEGON URBAN RENEWAL PLAT NO 2 LOT 397 AND EAST 3 FEET
   LOT 398.
       1539 Ducey – Parcel # 61-24-611-000-0397-00
       Price: $4,050.00

8) CITY OF MUSKEGON URBAN RENEWAL PLAT NO 4 LOT 876 EXCLUDING EAST 10
   FEET THEREOF.
       1364 Morgan – Parcel # 61-24-613-000-0876-00
       Price: $4,875.00

9) CITY OF MUSKEGON URBAN RENEWAL PLAT NO 2 LOT 250.
       1258 Wesley – Parcel # 61-24-611-000-0250-00
       Price: $4,050.00
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: 4/12/2022                    Title: Placer.ai Software Subscription
                                                      Renewal

Submitted By: Jake Eckholm                            Department: Development Services

Brief Summary: The Economic Development Department has been utilizing the Placer.ai platform
for one year, and is requesting that the City Commission authorize the automatic renewal of the
platform as requested when initially passing the item in 2021.

Detailed Summary:
The Development Services Division has benefited greatly from this data tool, and strongly
recommends its renewal. Not only have we utilized this software internally for our own tourism
tracking, industrial park analysis, event attendance, and other functions, but we have been able to
assist many other community stakeholders with reports such as Community enCompass,
Muskegon County Visitors Bureau, Rebel Road, West Michigan Art Festival, Muskegon Area
Chamber, and others. It has proven valuable, and still has other applications we are learning that
will serve the city and its redevelopment well into the future.

Amount Requested: $16,000                            Amount Budgeted: $16,000

Fund(s) or Account(s): Planning and                  Fund(s) or Account(s): Planning and
Economic Development: Contracted Services            Economic Development: Contracted Services
(101-80400-5346)                                     (101-80400-5346)

Recommended Motion: To approve the subscription agreement renewal with Placer.ai for the term
of one year as presented.



For City Clerk Use Only:
Commission Action:
                                               PLACER LABS, INC.

                                                  ORDER FORM

 City of Muskegon (“Customer”)                                 Placer Labs, Inc. (“Placer”)
 Address:                    933 Terrace Street                Address:                  340 S Lemon Ave #1277,
                             Muskegon, MI 49443                                          Walnut, CA 91789
                                                               Contact Person            Adam Peacock
 Contact Person:             Jake Eckholm                      Billing Contact Person: Ethan Low
 Email:                      jake.eckholm@shorelinecity.       Billing Email*:           [email protected]
                             com

 Phone:                      (231) 724-6780              Billing Phone*:             415-228-2444
 Billing Contact Email:      Jake.eckholm@shorelinecity. *Not for use for official notices.
                             com


1. Services.

   The services provided under this Order Form (the “Services”) include:

   ● Access, via Placer Venue Analytics Platform (“Placer’s Platform”), to all major venues within the United States
   ●   Access, via Placer’s Platform, to Placer Venue Analytics reports, including, Visits, Trade Areas, Customer
       Journey, Customer Insights, Dwell Times, and Visitation by Hour/Day
   ●   Actionable insights include:
           o Accurate foot traffic counts and dwell time
           o True Trade Areas displaying frequent-visitors-density by home and work locations
           o Customers’ demographics, interests, and time spent at relevant locations
           o Where customers are coming-from/going-to? Along which routes?
           o Benchmarking of Foot Traffic, Market Share, Audiences, and other key metrics
           o Competitive insights
   ●   Custom reports per ad-hoc needs/requests; in Excel, KML, Tableau, and other formats
   ●   Ad-hoc property visitor time lapse video generation upon request
   ●   Premier Customer Support
           o Regular meeting with Placer Customer Success Team
           o Live, Virtual Training support as reasonably needed

2. Permitted Uses

   The data, information and materials accessible via the Services are referred to as “Placer Data”. Customer may use
   Placer Data solely for the following purposes (“Permitted Uses”): (a) Customer may use Placer Data for Customer’s
   internal business purposes; and (b) Customer may incorporate Placer Data into Research Data, as described and
   subject to the restrictions below. Under no circumstances may Customer provide any part of any Placer Data in raw
   form to any third party.

   “Research Data” means datasets and other materials created by Customer that result in any part from Customer’s
   use of Placer Data. Research Data must not include any Placer Data in raw form or any other form through which the
   raw form is readily identifiable by the recipient of Research Data (e.g., through common or basic methods of reverse-

                                                                                                                           1
   engineering, etc.). The Customer may share Research Data with current and potential customers, and in marketing
   materials; provided that the Customer shall cite Placer as a provider of such information.

3. Term and Termination.

   Initial Term: The initial term of this Order Form will begin as of the last signature date set forth below, and will
   continue for 12 consecutive months thereafter (the “Initial Term”). Each renewal or additional term, if any, is
   referred to as “Additional Term”, and the Initial Term and any Additional Terms are referred to collectively as the
   “Term”.

   Additional Term:

   Following expiration of the Initial Term, this Order Form shall be automatically renewed for additional periods of
   the same duration as the Initial Term, unless either party provides written notice of non-renewal at least thirty (30)
   days prior to the expiration of the then-current term

   Termination:

   Either party may terminate this Order Form upon thirty (30) days’ notice if the other party materially breaches any
   of the terms or conditions of this Order Form or the Agreement (as defined below), and the breach remains uncured
   during such thirty (30) days. In addition, Placer may immediately suspend Customer’s access to the Services, or
   terminate the Order Form, in the event of non-payment by the Customer or breach by Customer of any restrictions
   regarding usage of the Services.

4. Fees.

   US $16,000/year invoiced: in full upon signing this Order Form

   Fees billed via Bill.com

   Customer shall pay the fees set forth in this Order Form as set forth above.

   Unpaid amounts are subject to a finance charge of 1.5% per month on any outstanding balance, or the maximum
   permitted by law, whichever is lower, plus all expenses of collection.

   Customer shall be responsible for all taxes associated with the Services other than U.S. taxes based on Placer’s net
   income.

   If Customer believes that Placer has billed Customer incorrectly, Customer must contact Placer no later than sixty
   (60) days after the closing date on the first billing statement in which the error or problem appeared in order to receive
   an adjustment or credit. Inquiries should be directed to Placer’s customer support department at [email protected].

   In the event of any termination, Customer will pay in full for the Services up to and including the last day on which
   the Services are available to Customer.

   All billings will be sent via electronic invoice to the Customer contact indicated above. Customer shall pay all fees
   within thirty (30) days of the invoice date.

5. Support.



                                                                                                                                2
     Placer will use commercially reasonable efforts to provide customer service and technical support in connection with
     the Services on weekdays during the hours of 9:00 a.m. through 5:00 p.m. California time, with the exclusion of
     federal holidays. For any such support, please contact us at [email protected].

 6. Mutual NDA.

     Each party (the “Receiving Party”) understands that the other party (the “Disclosing Party”) has disclosed or may
     disclose business, technical or financial information relating to the Disclosing Party’s business (hereinafter referred
     to as “Proprietary Information” of the Disclosing Party). Proprietary Information of Placer includes, without
     limitation, non-public information regarding features, functionalities and performance of, and pricing for, the
     Services. The Receiving Party agrees: (i) to take reasonable precautions to protect such Proprietary Information, and
     (ii) not to use (except in performance of the Services or as otherwise permitted by the Agreement) or disclose to any
     third party any Proprietary Information. The foregoing shall not apply with respect to any information that the
     Receiving Party can document (a) is or becomes generally available to the public, (b) was in the possession of or
     known to the Receiving Party, prior to disclosure thereof by the Disclosing Party, without any restrictions or
     confidentiality obligations, (c) was rightfully disclosed to it, without any restrictions or confidentiality obligations,
     by a third party, (d) was independently developed without use of any Proprietary Information of the Disclosing Party,
     or (e) is required to be disclosed by law, provided that the Receiving Party provides the Disclosing Party with prompt
     written notice of such requirement and reasonably cooperates with the Disclosing Party to limit or challenge such
     requirement. These provisions regarding Proprietary Information shall apply in perpetuity and shall survive any
     termination of the Order Form or the Agreement.

 7. Miscellaneous.

     All notices under the Order Form and the Agreement will be in writing and will be deemed to have been duly given
     (a) upon delivery by a recognized delivery service (e.g., FedEx) with delivery confirmation, (b) upon receipt, if sent
     by U.S. certified or registered mail, return receipt requested, or (c) when sent via email, if sent during normal business
     hours of the recipient, and on the next business day if sent after normal business hours of the recipient. Notices shall
     be sent to the addresses set forth in the Order Form, which addresses may be subsequently modified by written notice
     given in accordance with these provisions.

     Customer grants Placer the right to use Customer’s company name and company logo, for Placer’s promotional
     purposes.



This Order Form is entered into by and between Customer and Placer effective as of the date of the last signature below.
This Order Form and use of the Services are governed by, and Customer and Placer agree to, the License Agreement
located at https://www.placer.ai/placer-license-agreement/ (the “Agreement”); provided, however, that in the event of any
conflict between this Order Form and the Agreement, this Order Form shall control. Unless otherwise defined in this
Order Form, capitalized terms herein have the same meaning as in the Agreement.

“Customer”                                                          “Placer”

City of Muskegon                                                    Placer Labs, Inc.

By:                                                                 By:
Name:                                                               Name: Noam Ben Zvi
Title:                                                              Title: CEO & Co-Founder
Date:                                                               Date:


                                                                                                                                  3
         Taste of Muskegon 2021
         Hackley Park, Muskegon, 49440, MI


Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)




Metrics

                                                    Est. # of Customers   Est. # of Visits   Avg. Visits / Customer   Panel Visits

   Taste of Muskegon 2021 / Hackley Park            11.8K                 12.4K              1.05                     285

Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
Visits Trend

   Taste of Muskegon 2021 / Hackley Park




                                9K
      stisiV fo # detamitsE




                                6K



                                3K



                                    0
                                        h                     h
                                    24t                   25t
                              Sep                   Sep



Est. # of Visits | Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
Trade Area - Home Location

   Taste of Muskegon 2021 / Hackley Park




Unique # of Customers | Showing Home | At least 1 visit | Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
Ranking Overview - Category: Other

   Taste of Muskegon 2021 / Hackley Park




   United States                                                Michigan         Local (15 mi)

                                         50%                               50%                   50%
   3 /5                                                         1 /1             1 /1


Showing Category: Other | Metric Visits | Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)




Typical Customer Persona


    Taste of Muskegon 2021

                   Ethnicity   White
                   Income      $60K - $75K




Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
Favorite Places

   Taste of Muskegon 2021 / Hackley Park

          Place                                     Distance   Customers

   1
          Lakes Crossing                            6.27 mi    964 (8.2%)
          S Harvey St

   2
          Westshore Plaza                           3.44 mi    852 (7.2%)
          E Sherman Blvd

   3
          Lakeshore Marketplace                     5.68 mi    826 (7%)
          Harvey St

   4
          L.C. Walker Arena                         0.16 mi    593 (5%)
          4th St

   5
          Oakridge Middle School                    7.27 mi    566 (4.8%)
          Hall Rd


At least 1 visit | Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
Customer Journey

                                                              Taste of Muskegon 2021 / Hackley Park
                                                    Prior                                                  Post
                                                            45.6%                               58.9%
                                                Home                                                       Home

                                                            16.6%                                5.7%
                                                Other                                                      Other

                                                            2.8%                                 2.8%
                                            Racquets                                                       L.C. Walker Arena
             446 W Western Ave, Muskegon, 49440, MI                                                        955 4th St, Muskegon, 49440, MI

                                                            1.8%                                 2.4%
                        St Paul's Episcopal Church                                                         Racquets
                1006 3rd St, Muskegon, 49440-1206, MI                                                      446 W Western Ave, Muskegon, 49440, MI

                                                            1.5%                                      2%
                                                Work                                                       Pigeon Hill Brewing Co. Taproom
                                                                                                           500 W Western Ave, Ste 1, Muskegon, 49440, MI


Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
Customer Journey: Routes - Prior Location

   Taste of Muskegon 2021 / Hackley Park




From Prior Location | Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
Hourly Visits

   Taste of Muskegon 2021 / Hackley Park




                   7.5K



                    5K
     stisiV fo #




                   2.5K



                     0
                          12:00 am   02:00 am   04:00 am   06:00 am   08:00 am   10:00 am   12:00 pm   02:00 pm   04:00 pm   06:00 pm   08:00 pm   10:00 pm




Est. # of Visits | Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
Daily Visits

   Taste of Muskegon 2021 / Hackley Park




                    9K



                    6K
      stisiV fo #




                    3K



                    0
                         Monday             Tuesday   Wednesday   Thursday   Friday   Saturday   Sunday




Est. # of Visits | Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
Length-Of-Stay

   Taste of Muskegon 2021 / Hackley Park




 Average Stay                             3K

 104 Min

                                          2K
                            stisiV fo #




                                          1K



                                          0
                                               15 - 29   30 - 44   45 - 59   60 - 74   75 - 89     90 - 104   105 - 119   120 - 134   135 - 149   > 150

                                                                                        Length in minutes



Est. # of Visits | Sep 24, 2021 - Sep 25, 2021
Data provided by Placer Labs Inc. (www.placer.ai)
                       Agenda Item Review Form
                       Muskegon City Commission
Commission Meeting Date: April 12, 2022                    Title: Arena Event Support

Submitted By: LeighAnn Mikesell                            Department: City Manager

Brief Summary: City staff is requesting to formalize arena event financial support related to indoor arena
football.

Detailed Summary: The West Michigan Ironmen have hosted arena football games at Mercy Health Arena
for six seasons. During that time, the events have brought in a diverse crowd that is more-representative
of the City of Muskegon. In the past, City Commissioners and arena leadership have expressed significant
support in hosting these events because doing so opens the arena to more city residents.


The arena has historically charged the team $1,000 to rent the facility, including set up costs, security,
ushers, box office, and misc. staff. The cost for the arena to provide these services is around $9,000. The
city then uses ticket surcharges, concessions, parking, and other revenue areas to try and raise the
remaining $8,000. On average, we have raised $3,000-$4,000. All sides see the value in continuing the
events, but we would like to formalize the way the event is expensed. This will avoid making arena lease
decisions in the future that are purely financially motivated – for example, charging more rent, finding a
different renter, or cancelling the events.


The proposal would keep the football team paying a $1,000 rental fee as well as a $3 ticket surcharge, with
a minimum of 1,000 tickets sold. This would generate $4,000+ for each event. We are asking the city to
create a formal subsidy of $5,000 to support the event. Typically, the city provides funding to the arena via
an annual allocation to cover any losses in a lump sum. We have asked the arena’s new management to
move the arena into a more profitable position to reduce the subsidy. To properly do this, it is likely the
first events to be eliminated would be the events like this because of the financial burden. Using this
model, the football events would no longer be a negative on the arena balance sheet. There should be no
additional costs, as we would simply track this portion separately from the current transfer to the arena
from the General Fund.

Amount Requested: $25,000                                 Amount Budgeted: $0

Fund(s) or Account(s): 101 Transfers Out                  Fund(s) or Account(s): N/A

Recommended Motion: to approve the recommended financial support for the arena football events at
Mercy Health Arena.
                       Agenda Item Review Form
                        Muskegon City Commission
Commission Meeting Date: 4/12/2022                     Title: Musketawa Trail project – Change Order
                                                       #002

Submitted By: Joel Brookens                            Department: DPW, Engineering

Brief Summary: Staff is requesting approval of Change Order #002 on the Musketawa Trail
Connector project as the overall project has exceeded staff approval levels for change orders.

Detailed Summary:
The majority of Change Order #002 represents a design change from asphalt driveways to 8 inch thick
concrete driveways. Staff recommends this change due to heavier truck loads that use the driveways.
Change Order #002 requests a net increase to the project of $ 34,252.41 above the previously
approved requests.

This change order will result in the following final values for the project:

As-Bid Cost = $ 518,602.35
Current Cost = $ 552,854.76
Net Change = $34,252.41 (6.60% Increase)



Amount Requested: $34,252.41                            Amount Budgeted: $650,000.00



Fund(s) or Account(s): 202-99118                        Fund(s) or Account(s): 202-99118

Recommended Motion:
Authorize staff to approve Change Orders #002 to Project 99118 in the amount of $34,252.41 for
the additional work as noted.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.
For City Clerk Use Only:
Commission Action:
                                                       Contract Modification
                                                                                                                           3/31/2022 11:31 AM
Michigan Department of Transportation
                                                                                                                               FieldManager 5.3c

Contract: 61000-208592, Hot mix asphalt shared use path.
  Cont. Mod.          Revision            Cont. Mod.      Electronic            Net Change                   Awarded Contract Amount
   Number             Number                  Date       File Created
      2                                    3/31/2022          Yes               $26,451.60                         $518,602.35
              Route                                Managing Office                       District                  Entered By
                                        City of Muskegon                                 03027                    Joel Brookens
Contract Location
Port City Boulevard/Latimer Drive/Black Creek Road from Keat



Short Description
Add pay item to switch from steel reinforcement to fiber glass and 8 inch concrete driveways.

Description of Changes
A. Original Contract Amount: $518,602.35
B. Current Contract Value (including this revision): $552,854.76
C. Net Total Change (B-A): $ 34,252.41
D. Net Percent Change (C/A*100): 6.60%
E. MDOT Oversight Project: Yes
F. Revision Summary: This Contract Modification requires Tier II approval.

There will be no extension of time. There will be no Traffic Control Adjustment allowed for this Contract Modification.

In addition, authorization is requested to add the following extra pay items to the contract:

Curb and Gutter, Conc, with BFRP Reinf, Det F4 2721 foot at $15.75 per foot = $ 42,855.75
Dr Structure, Tap, 12 inch      2 each at $500 per each = $1,000.00
Driveway, nonreinf Conc, 8 inch   512 SYD at $60.35 per SYD = $30,899.20

Total $ 74,754.95

By mutual agreement, these listed unit price costs are full compensation for all labor, equipment and materials necessary to
construct these items of work in accordance with the 2012 MDOT Standard Specifications for Construction, contract Special
provisions, MDOT Standard Plans and/or as directed by the Engineer.

Increases / Decreases
                          Item          Prop. Proj.                                          Quantity
  Item Description        Code          Line Line      Project       Catg.   Item Type       Change     Unit      Unit Price     Dollar Value

Curb and Gutter, Conc, 8020038 0260 0260               208592A       0001 Original           -2,721.000 Ft         15.75000       $-42,855.75
Det F4

    Reason: switching to fiber glass re-bar


HMA Approach             5010061 0230 0230             208592A       0001 Original              -45.000 Ton       173.00000        $-7,785.00

    Reason: Replaced with 8 inch concrete




Contract: 61000-208592                                           Cont. Mod.: 2                                                       Page 1 of 3
                                                         Contract Modification
                                                                                                                                  3/31/2022 11:31 AM
Michigan Department of Transportation
                                                                                                                                   FieldManager 5.3c




Increases / Decreases
                          Item          Prop. Proj.                                           Quantity
  Item Description        Code          Line Line        Project      Catg.     Item Type     Change         Unit     Unit Price     Dollar Value

PavtMrkg,WtRef,Type 8120245 0695 0695                   208592A       0001 Extra                  754.000 Ft             3.10000        $2,337.40
R, Tape,4 in,Wh,Temp

    Reason: extra traffic control was needed



                                                                                                             Total Dollar Value:      $-48,303.35

New Items
                       Item      Prop. Proj.                                                Proposed
Item Description       Code      Line Line            Project      Catg. ItemType           Quantity Unit            Unit Price        Dollar Value

_ Curb and Gutter,    8027001 0700 0700               208592A      0001 Modified            2,721.000 Ft              15.75000           $42,855.75
Conc, with BFRP
Reinf, Det F4

    Reason: This item is being added to change from steel reinforcing bar to fiber glass reinforcement. The unit cost of this item is equal to
    the original bid pay item and therefore deemed reasonable.


Dr Structure, Tap,    4030312 0705 0705               208592A      0001 Extra                     2.000 Ea           500.00000            $1,000.00
12 inch

    Reason: Item was inadvertently left off plans. Unit cost price of $500.00 per each was deemed reasonable since the MDOT Weighted
    Average price report for the last 3 quarters of the Grand Region has an award unit cost price for this item between $360.00 to $519.12
    per each.


Driveway, Nonreinf 8010007 0710 0710                  208592A      0001 Extra                 512.000 Syd             60.35000           $30,899.20
Conc, 8 inch

    Reason: The original plans were for driveways to be replaced as HMA with a 6 inch concrete approach. Due to the heavier truck traffic
    of some of the locations within the industerial park, some of these drvieways should be replaced entirely of 8 inch concrete. Unit cost
    price of $60.35 per SYD was deemed reasonable, since the MDOT Weifhted Average price for the last 3 quarters has an award unit
    cost price for this item between $48.16 to $61.28 per SYD.



                                                                                                         Total Dollar Value:             $74,754.95

Project / Category Summary
                          Project/Category                  Federal                                        Finance     Control
    Project/Catg            Description                     Number               Project Status            System      Section      Dollar Value
   208592A            Hot mix asphalt shared use            21A0562              MDOT Oversight              NRT         61000
                      path and timber boardwalk.


              0001    Road Work Federal 88%/City of Muskegon 12%                                                                        $26,451.60


                                                                                                                     Total:             $26,451.60


                                                                                             Total Net Change Amount:                   $26,451.60


Contract: 61000-208592                                              Cont. Mod.: 2                                                         Page 2 of 3
                                                  Contract Modification
                                                                                                              3/31/2022 11:31 AM
Michigan Department of Transportation
                                                                                                               FieldManager 5.3c




If authorized, the contractor agrees to do the work outlined above under the direction of the Engineer, and to accept as
payment in full the basis of payment as indicated. Prime Contractor, you are authorized and instructed as the contractor
to do the work described herein in accordance with the terms of your contract.

Prime Contractor: Kamminga & Roodvoets, Inc.                   Recommended by Construction Engineer: Gregg Zack -
                                                               Muskegon TSC


Signature                                               Date   Signature                                                 Date

Prepared by Project Engineer: Leo Evans                        Authorized by Managing Office Manager:



Signature                                               Date   Signature                                                 Date

Prepared by Consultant Project Manager:                        Authorized by Region Construction Engineer:



Signature                                               Date   Signature                                                 Date

Recommended by Local Agency:                                   Authorized by Bureau of Field Services:



Signature                                               Date   Signature                                                 Date

Authorized by Airport Sponsor:                                 Authorized by Airports Division:



Signature                                               Date   Signature                                                 Date

                                        FEDERAL PARTICIPATION - ACTION BY F.H.W.A.

           ___Approved ___Not Eligible

            ___See Letter Dated _________                             (Signature)                               (Date)
                                        FEDERAL PARTICIPATION - ACTION BY F.A.A.

           ___Approved ___Not Eligible

            ___See Letter Dated _________                             (Signature)                               (Date)




Contract: 61000-208592                                    Cont. Mod.: 2                                               Page 3 of 3
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: April 12, 2022              Title: Community Relations Committee
                                                     Recommendations

Submitted By: Ann Marie Meisch                       Department: Clerk

Brief Summary: To concur with the CRC recommendations to make appointment and removals s
as stated below.

Detailed Summary:

The CRC recommends appointing Diane Snow to the Farmers Market Advisory Board – Seasonal
Farmer – Term expiring 1/31/2025/

The CRC recommends removing Antionza Smith – Citizen representing Ward 2 – Term expiring
1/31/2024 from the Citizen’s District Council.




Amount Requested: N/A                              Amount Budgeted: N/A

Fund(s) or Account(s): N/A                         Fund(s) or Account(s): N/A

Recommended Motion: To concur with the recommendation of the CRC to accept the
appointment to the Farmers Market Advisory Board, and removal of a citizen on the Citizen’s
District Council.

For City Clerk Use Only:



Commission Action:
                      Agenda Item Review Form
                       Muskegon City Commission

Commission Meeting Date: April 12, 2022                  Title: Industrial Facilities Tax Abatement
                                                         Transfer – Lakeside Surfaces, LLC

Submitted By: Mike Franzak                               Department: Planning

Brief Summary: Pursuant to Public Act 210 of 2005, as amended, Lakeside Surfaces, Inc is requesting to
transfer their Industrial Facilities Tax Abatement to a new entity, Lakeside Surfaces, LLC. The abatement was
granted in 2017 for a length of 12 years. It will expire on December 30, 2029 and involved a $2,400,000 real
property investment.


Detailed Summary:



Amount Requested:                                      Amount Budgeted:

Fund(s) or Account(s):                                 Fund(s) or Account(s):

Recommended Motion: To close the public hearing and approve the request to transfer the IFT to
Lakeside Surfaces, LLC.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.


For City Clerk Use Only:
Commission Action:
                                              Resolution No. _______

                                         MUSKEGON CITY COMMISSION

          Transfer of Industrial Facilities Exemption Certificate No. 2017-116 for Lakeside Surfaces, LLC



WHEREAS, pursuant to P.A. 198 of 1974, M.C.L. 207.551 et seq., after a duly noticed public hearing held on April
12, 2022, the City Commission by resolution established the Port City Industrial Development District; and

WHEREAS, the City Commission approved an application from Lakeside Surface, Inc requesting an Industrial
Facilities Exemption Certificate No. 2017-116 for real property investments located at 2265 Black Creek Rd; and

WHEREAS, Lakeside Surfaces, LLC has filed an application for a transfer of Industrial Facilities Exemption
Certificate No. 2017-116 with respect to real property investments of $2,387,666 for a New Facility located within
the Port City Industrial Development District; and

WHEREAS, the applicant, the Assessor, and a representative of the affected taxing units were given written
notice of the transfer application and were offered an opportunity to be heard on said application; and

WHEREAS, Lakeside Surfaces, LLC has substantially met all the requirements under Public Act 198 of 1974 for
the transfer of Industrial Facilities Exemption Certificate No. 2017-116; and

WHEREAS, the aggregate SEV of real and personal property exempt from ad valorem taxes within the City of
Muskegon, after granting this certificate, will not exceed 5% of an amount equal to the sum of the SEV of the unit,
plus the SEV of personal and real property thus exempted; and

NOW, THEREFORE, BE IT RESOLVED BY the City Commission of the City of Muskegon that:

1. The City Commission finds and determines that the granting of the transfer of an Industrial Facilities Exemption
Certificate considered together with the aggregate amount of certificates previously granted and currently in force
under Act No. 198 of the Public Acts of 1974 and Act No. 255 of the Public Acts of 1978, shall not have the effect
of substantially impeding the operation of the City of Muskegon or impairing the financial soundness of a taxing
unit which levies ad valorem property taxes in the City of Muskegon.

2. The application from Lakeside Surfaces, LLC for a transfer of Industrial Facilities Exemption Certificate No.
2017-116, with respect to a New Facility on the following described parcel of real property situated within the Port
City Industrial Development District to wit:

(Legal Description) be and the same is hereby approved.

3. The Industrial Facilities Exemption Certificate when issued shall remain in force for the remaining years
approved under Industrial Facilities Exemption certificate No. 2017-116 with an end date of (12/30/2029).


Adopted this 12th Day of April 2022.


Ayes:

Nays:

Absent:
    BY: __________________________________
           Ken Johnson
           Mayor

ATTEST: __________________________________
           Ann Meisch
           Clerk
                                                   CERTIFICATION

I hereby certify that the foregoing constitutes a true and complete copy of a resolution adopted by the Muskegon City
Commission, County of Muskegon, Michigan, at a regular meeting held on April 12, 2022.


                                                            ______________________________
                                                            Ann Meisch
                                                            Clerk
                        Agenda Item Review Form
                         Muskegon City Commission

Commission Meeting Date: April 12, 2022               Title: 2022 Annual Action Plan Hearing

Submitted By: Oneata Bailey                           Department: Community and Neighborhood
                                                      Services

Brief Summary: Hearing concerning the 2022 Annual Action Plan



Detailed Summary: Community and Neighborhood Services department has submitted a
proposed plan for activities/programs for CDBG and HOME allocations to be received from the
Housing and Urban Development (HUD) Community and Planning Development (CPD) office for
the 2022 funding year. HUD funding amounts have not been determined, however, the Hearing is
used to provide the public with a plan of action and receive comments.
https://www.muskegon-mi.gov/cresources/Proposed%20Action%20Plan%202022.pdf

A 30-day public comment period is open until April 30, 2022.

Amount Requested: None                              Amount Budgeted: None

Fund(s) or Account(s): CDBG/HOME                    Fund(s) or Account(s): CDBG/HOME

Recommended Motion: Conduct a Hearing of the 2022 Action Plan for public comments.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.


For City Clerk Use Only:
Commission Action
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: April 12, 2022               Title: Amendment to the Ride Muskegon
                                                      Agreement

Submitted By: LeighAnn Mikesell                       Department: City Manager’s Office

Brief Summary: City staff corrected some language and included the necessary exhibits in the
operating agreement with Ride Muskegon, LLC and are seeking approval.

Detailed Summary: Once the exhibits were updated to reflect language specific to Muskegon, it
was discovered that some exhibits were not applicable, and certain paragraphs in the approved
agreement were no longer needed.

Amount Requested: N/A                                Amount Budgeted: N/A

Fund(s) or Account(s): N/A                           Fund(s) or Account(s): N/A

Recommended Motion: Approve the amendment to the agreement and authorize the mayor and
clerk to sign.

Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.


For City Clerk Use Only:
Commission Action:
                                      OPERATING AGREEMENT
                                                   RIDE MUSKEGON
                                                          &
                                                  CITY OF MUSKEGON

                                                 TABLE OF CONTENTS
I. DEFINITIONS ......................................................................................................................... 3

II. TERM AND RENEWAL ....................................................................................................... 4

III. USE OF PREMISES .............................................................................................................. 4

          A.       Approvals .................................................................................................................. 4
          B.       Municipal Authorization ........................................................................................... 5
          C.       State Law................................................................................................................... 5

IV. SERVICES ............................................................................................................................. 5

          A.       Establishing Goals .................................................................................................... 5
          B.       Location of Fleet ....................................................................................................... 5
          C.       Hours          ................................................................................................................... 5
          D.       Tracking Error! Bookmark not defined.

V. EQUIPMENT .......................................................................................................................... 6

          A.       Installation of Shared-Mobility Devices ................................................................... 6
          B.       Application and Web Page........................................................................................ 6
          C.       Usage          ................................................................................................................... 6
          D.       Maintenance by Operator .......................................................................................... 6
          E.       Removal by Muskegon ............................................................................................. 6
          F.       Standards ................................................................................................................... 6
          G.       Equipment Specifications, Maintenance, and Security............................................. 6

VI. OPERATIONS....................................................................................................................... 7

          A.       Support ................................................................................................................... 7
          B.       Business Operation ................................................................................................... 7
          C.       Customer Service ...................................................................................................... 7
          D.       Staffing ................................................................................................................... 8
           E.       Public Outreach ......................................................................................................... 8
           F.       Non-discrimination. .................................................................................................. 8
           G.       Advertising Policies .................................................................................................. 8

VII. USER FEES .......................................................................................................................... 8

           A.       Responsibility. .......................................................................................................... 8
           B.       Payment Methods ...................................................................................................... 8

VIII. GENERAL OPERATIONAL CONDITIONS ON USE ................................................. 9

           A.       Safety         ................................................................................................................... 9
           B.       Protocols ................................................................................................................... 9
           C.       Training ................................................................................................................... 9
           D.       Speeds         ................................................................................................................... 9
           E.       Bicycle and Scooter Parking ..................................................................................... 9

IX. LOCATIONAL RESTRICTIONS .................................................................................... 10

           A.       Out of Hub Fee ........................................................................................................ 10
           B.       Out of Area Fee. ...................................................................................................... 10
           C.       Restricted Usage...................................................................................................... 10
           D.       Operator’s Response ............................................................................................... 10
           E.       Geofencing .............................................................................................................. 10

X. DATA ..................................................................................................................................... 10

           A.       Collection ................................................................................................................ 10
           B.       Sharing ................................................................................................................. 10
           C.       Privacy ................................................................................................................. 11

XI. COOPERATION AND DESIGNATED PARKING ZONE RESTRICTIONS ............ 11

           A.       Good Faith Dealings ............................................................................................... 11
           B.       Designated Parking Zone Usage Restrictions ......................................................... 11

XII. TERMINATION ................................................................................................................ 11

           A.       Breach by Operator ................................................................................................. 11
           B.       Breach by Muskegon .............................................................................................. 11
           C.       Voluntary by Operator or Muskegon ...................................................................... 12
XIII. CONDITION ON TERMINATION ............................................................................... 12

XIV. INTELLECTUAL PROPERTY ..................................................................................... 12

XV. MARKS ............................................................................................................................... 12

XVI. REPRESENTATIONS AND WARRANTIES............................................................... 12

          A.       Operator ................................................................................................................ 12
          B.       Muskegon ................................................................................................................ 13

XVII. INSURANCE ................................................................................................................... 13

          A.       Carrier        ................................................................................................................. 13
          B.       Certificate of Insurance .......................................................................................... 13
          C.       Additional Insured .................................................................................................. 13
          D.       Cancellation ............................................................................................................ 13
          E.       Insurance Coverages ............................................................................................... 13
                     (1)     Commercial General Liability Insurance ..................................................... 13
                     (2)     Workers Compensation ................................................................................ 14
                     (3)     Employers’ Liability Insurance .................................................................... 14
                     (4)     Commercial Business Automobile Liability Insurance ................................ 14
                     (5)     Commercial Umbrella Liability Insurance ................................................... 14
                     (6)     Application to Others.................................................................................... 14
                     (7)     Maintaining Coverage .................................................................................. 15
                     (8)     Continuing Obligation .................................................................................. 15

XVIII. INDEMNIFICATION ................................................................................................... 15

XIX. LIMITATION OF LIABILITY ...................................................................................... 15

XX. DAMAGE TO PROPERTY .............................................................................................. 16

XXI. TAXES ............................................................................................................................... 16

XXII. FORCE MAJEURE ........................................................................................................ 16

XXIII. DEFAULT ...................................................................................................................... 16

XXIV. SURCHARGES .............................................................................................................. 17

XXV. NOTICES AND REPRESENTATIVES ....................................................................... 17
XXVI. GENERAL PROVISIONS............................................................................................ 17

         A.       Assignment ............................................................................................................. 17
         B.       Binding Effect ......................................................................................................... 17
         C.       Caption ................................................................................................................. 17
         D.       Counterparts ............................................................................................................ 18
         E.       Entire Understanding .............................................................................................. 18
         F.       Extinguishment and Replacement........................................................................... 18
         G.       Modification ............................................................................................................ 18
         H.       Independent Counsel—Costs .................................................................................. 18
         I.       Interpretation ........................................................................................................... 18
         J.       Waiver        ................................................................................................................. 18
         K.       Registration ............................................................................................................. 18
         L.       Severability ............................................................................................................. 18
         M.       Survival of Certain Terms. ...................................................................................... 19
         N.       No Third-Party Beneficiaries .................................................................................. 19
         O.       Public Records ........................................................................................................ 19
         P.       Attorney’s Fees ....................................................................................................... 19

XXVII. RELATIONSHIP ......................................................................................................... 19

XXVIII. ATTACHMENTS ....................................................................................................... 19

         Attachment A: Notice to Proceed with E-scooters and E-bikes....................................... 20
         Attachment B: Key Performance IndicaFEtors ............................................................... 21
         Attachment C: User Fees ................................................................................................. 22
         Attachment D: Certificate of Insurance ........................................................................... 23
         Attachment E: Approved locations for Shared-Mobility Devices and Shared-Mobility
                       Services ................................................................................................... 24
                                        OPERATING AGREEMENT
        This Operating Agreement (“Agreement”) is made by and between Ride Muskegon, LLC,
a Michigan limited liability company (“Operator”), and the City of Muskegon, Michigan
(“Muskegon” and together with Operator, collectively, “Parties,” or each a “Party”). The Parties
agree to the terms and conditions of this Agreement.

                                              RECITALS

          WHEREAS, the Parties agree to the following:

        A.      That authority to enter into this Agreement and, each Party represents and warrants
to the other that the execution and delivery of this Agreement and the performance of such Party’s
obligations, have been duly authorized.

       B.     The Parties acknowledge that the mutual promises and covenants contained herein,
and other good and valuable consideration are sufficient and adequate to support this Agreement.

        C.     Muskegon is a municipality incorporated under the laws of Michigan and has
jurisdiction over the operations conducted within its municipal boundaries.

       D.       A goal of Muskegon is to provide safe and affordable multi-modal transportation
options to all residents, reduce traffic congestion, and maximize carbon free mobility;

       E.      Scooter share and other Shared-Mobility devices, products, and services are a
component to help Muskegon achieve its transportation goals and Muskegon’s desires to make
scooter share and related Shared-Mobility services available to residents and employees;

       F.      Operator is a qualified provider of electronic scooters (“e-scooters”) and other
shared electronic mobility devices, products, and services and proposes to operate a scooter share
and Shared-Mobility program within Muskegon;

       G.     Operator requests the non-exclusive use of Muskegon streets, sidewalks, and public
ways to provide e-scooter and other electronic Shared-Mobility services efficiently and effectively;
and

       H.     The use of Muskegon streets, sidewalks, and public ways for e-scooter share and
other Shared-Mobility Devices is a benefit to the residents and businesses of Muskegon.

       I.     That the purpose of this Agreement is to establish the terms and conditions relating
to Operator’s operation of e-scooter and other electronic Shared-Mobility services (“Shared-
Mobility Services”) in the jurisdictions that make up Muskegon.

        THEREFORE, in consideration of the foregoing and the acceptance of all response,
verbal and written, submitted by Operator, hereby incorporated by reference, and intending to be
legally bound, the Parties enter into an Agreement for Shared-Mobility Services as follows:



                                                 2
Operating Agreement - final - 3.31.22
                                           I. DEFINITIONS

          The following terms will be construed and interpreted as follows:

       A.      “Effective Date” means the date on which this Agreements is fully approved and
executed, as shown by the final signature on the signature page of this Agreement.

        B.     “Intellectual Property” means Operator’s Shared-Mobility Devices and other
equipment, all materials and Marks prepared by Operator or its Affiliates in connection with this
Agreement, copyrights, software, patents, patent applications and patent disclosures and inventions
(whether patentable or not), all know-how, show-how and confidential information related to any
of the foregoing, and together with all of the moral rights in and goodwill associated therewith,
derivative works, corrections, enhancements, updates, modifications, tangible or intangible
proprietary information, rights to apply for registration, except for any confidential information of
Muskegon.

        C.      “Marks” means trademarks, service marks, trade secrets, trade dress, trade names,
logos, taglines, corporate names and domain names, insignia, and symbols or decorative signs.

       D.    “Operating Area” means the designated jurisdictional boundaries of Muskegon
where Shared-Mobility Devices are authorized to be operated by users.

       E.     “City Property” means property owned, leased, or controlled by the City of
Muskegon, including but not limited to public right of way, easements, city and regional parkland,
and green space surrounding City-owned Buildings.

       F.     “Shared-Mobility Devices” means e-bikes, e-scooters, and additional related
products provided by Operator to Muskegon approved and agreed to by the Parties in this
Agreement.

       G.      “Shared-Mobility Services” means all e-scooter and other electronic Shared-
Mobility services provided by Operator to Muskegon approved and agreed to by the Parties in this
Agreement.

        H.      “Designated Parking Zone” is a space located in the public right-of-way
specifically identified by City of Muskegon for parking Shared-Mobility Devices between trips,
which will not be used by any other company or Competitor, except for Operator, during this
Agreement. Muskegon reserves the right to change the “Designated Parking Zone” on sixty (60)
days’ written notice, or as otherwise mutually agreed upon between the Parties in writing.

          I.         “Term” means collectively the Initial Term, and any potential Renewal Terms.

          J.         “Service Area” means the area within Muskegon’s municipal boundaries.

       K.       “E-Scooter” is defined as an electric skateboard, which includes a stand-on scooter
with an electric motor per Michigan Vehicle Code Act 300, 257.660 (MCL 257-660).



                                                    3
Operating Agreement - final - 3.31.22
        L.     “Electric Assist Bicycle” is defined as a bicycle equipped with an electric motor
that provides assistance only when the rider is pedaling and disengages or ceases to function when
the bicycle reaches a speed of twenty (20) miles per hour per Michigan Vehicle Code, Act 300,
257-13e (MCL 257-13e).

        M.      “Transit Zone” means any portion of a street, sidewalk, or other area intended for
use of transit vehicles or patrons, including bus stops, bus platforms, transit shelters, passenger
waiting areas, and bus layover and staging zones.

        N.      “Competitor” is defined as any person or entity that engages in any business, trade,
or similar operation to the type of business conducted by Operator within the Operating Area and
also competes with Operator in the Operating Area. Notwithstanding the foregoing, Lake Effect
Sport, LLC, a Michigan limited liability company (“Lake Effect”), will not be classified as a
Competitor regarding any current or future agreement between Lake Effect and Muskegon
concerning mobility devices owned by Lake Effect and offered for rent to and usage by their
customers. Accordingly, in the event Lake Effect and Muskegon enter into an agreement similar
to this Operating Agreement, Lake Effect’s use of designated parking zones specifically identified
under such prospective agreement that are located on City Property within the Service Area will
not be subject to the restrictions and terms and conditions as contained in Article XI during the
term or any renewal term of this Agreement.

                                        II. TERM AND RENEWAL

        A.      Initial Term. This Agreement and the Parties respective performance will
commence on the Effective Date and continue for a period of five (5) years from the Effective
Date (“Initial Term”), unless sooner terminated as provided herein. Upon expiration of the Initial
Term, this Agreement will automatically renew for up to four (4) additional five (5) year periods
(each five (5) year period is a “Renewal Term”) unless either Party provides written notice to the
other Party of its election not to renew no later than one hundred twenty (120) days prior to the
expiration of the Initial Term or a Renewal Term.

                                         III. USE OF PREMISES

       Subject to the conditions of this Agreement, Muskegon hereby grants Operator a license to
operate and provide the services and products described herein within its jurisdiction and to access
designated locations approved by Muskegon for the purpose of installing, establishing, and
maintaining docking stations, Shared-Mobility Devices and Services. This license is subject to the
following conditions:

        A.     Approvals. Operator will obtain all required federal, state, and local licenses and
permits necessary to perform the services. Operator will maintain good standing and comply with
all required federal, state, municipal and local laws, regulations, rules, and ordinances. If any
governmental restrictions are imposed on Operator that would necessitate alteration of the
performance of the services offered by Operator under this Agreement, Operator will immediately
notify Muskegon and will work with Muskegon in good faith to modify the services in a way to
comply with such restriction but also maintains the essence of this Agreement.


                                                  4
Operating Agreement - final - 3.31.22
        B.      Municipal Authorization. Operator acknowledges that it may be required to
obtain additional approvals from Muskegon to conduct certain aspects of its services, including
establishing docking stations in the public right of way. Muskegon agrees to assist Operator, as
appropriate, with navigating its approval procedures to obtain required licenses, permits,
authorizations, approvals, licenses, or consents. Notwithstanding this commitment, Muskegon
cannot guarantee approval of any application or request of Operator and nothing in this Section
will be interpreted to do so. Furthermore, if such authorization cannot be obtained, the Agreement
will not become binding on Operator and neither Party will be held liable for such failure.

        C.       State Law. The Parties acknowledge that use of the Shared-Mobility Devices is
subject to the laws of the State of Michigan. To the extent legislative efforts are needed at the state
level, Operator will be solely responsible for all such efforts that may be necessary.

                                         IV. SERVICES

        A.      Establishing Goals. Fleet size and service areas will be based on reasonable goals.
Parties will work together to create and update goals based on data and usage. Operator will
comply with all reasonable requests to deploy, establish, and maintain Shared-Mobility Devices
and Services, throughout the jurisdiction of Muskegon, based on the goals set by the Parties subject
to the conditions contained in this Agreement. Both Parties acknowledge that during a global
pandemic which has created great uncertainty in the production and movement of products
throughout the world. It is acknowledged that the project goals above are subject to change.
Therefore, Parties will provide written notice if a goal will not be achieved and such failure to
achieve a goal will not be considered a breach of this Agreement.

        B.      Location of Fleet. Operator will decide how to distribute Shared-Mobility Devices
within the Service Area after consultation with Muskegon and its appropriate municipal
departments to ensure reasonable distribution. Operator will only locate Shared-Mobility Devices
once written approval has been given by Muskegon’s appropriate departments (which will be
identified and disclosed by Muskegon to Operator contemporaneously with executing this
Agreement, or within a reasonable amount of time thereafter). Once a location has been approved
in writing it will be attached to this Agreement as Attachment E and updated as needed.

        C.     Hours. Operator will provide a safe, clean, and accessible system that allows
public access and use of Shared-Mobility Devices and docking stations twenty-four (24) hours per
day, seven (7) days a week, unless weather inhibits use of Operator’s system for any period of
time, in accordance with Attachment B, “Key Performance Indicators.”




                                                  5
Operating Agreement - final - 3.31.22
                                                V. EQUIPMENT

       Operator will provide the following equipment on or before the date on which the Shared-
Mobility Devices are deployed as required by this Agreement:

        A.     Installation of Shared-Mobility Devices. Operator will supply, install, deploy,
establish, and maintain the quantity of e-bikes, and e-scooters as needed by Muskegon.

       B.      Application and Web Page. Operator will establish a downloadable mobile
application where users can order services and obtain information. Operator will make the mobile
application available for download in Apple iOS and Android so that customers may download the
mobile application to their mobile devices and register for an account, subject to their acceptance
of the end user license agreement and other legal notices related to the mobile application.
Operator will make the mobile application available for use in connection with use of the Shared-
Mobility Devices, including unlocking a Shared-Mobility Device from a docking station.

       C.     Usage. Operator will have all necessary software and technology to be able to
monitor customer usage of Operators equipment and to make adjustment to quantities of Shared-
Mobility Devices at applicable docking stations.

        D.     Maintenance by Operator. Operator will maintain its Shared-Mobility Devices,
docking stations, mobile application, web page, and all software and technology in good working
order in accordance with the key performance indicators set forth in Attachment B, including
routine and necessary maintenance and repairs.

        E.      Removal by Muskegon. If an area in proximity to a property owned by Operator
requires maintenance, is the location of an event, or otherwise requires access by an agent of
Muskegon, Muskegon may, with seven (7) day’s advance written notice to Operator, require the
Operator to move its property. Such relocation may be temporary or permanent; if permanent,
Muskegon will work in good faith with the Operator to find a replacement location. Such
relocation will be at the Operator’s expense. If Muskegon is forced to move Operator’s property,
Muskegon will not be liable for any resulting damage to this property.

        F.     Standards. All Shared-Mobility Devices will comply with all safety standards
established by the United States Consumer Product Safety Commission and any other standard
established under federal, state, and local law.

          G.         Equipment Specifications, Maintenance, and Security. Operator will ensure that:

                     (1)        All scooters must meet the requirements for lighting equipment set forth in
                                Michigan Vehicle Code 257.662.
                     (2)        All bicycles and scooters must be powered by electric motor (internal
                                combustion engines are not permitted).
                     (3)        Each bicycle and scooter must have a unique identifier, such as a number
                                visible to the user of the bicycle and scooter.
                     (4)        All bicycles and scooters must include on-board GPS capabilities to ensure
                                Operator’s ability to locate and retrieve bicycles and scooters at any time as
                                needed.
                     (5)        Each bicycle and scooter must be maintained in a safe and operable
                                                          6
Operating Agreement - final - 3.31.22
                                condition, and any bicycles or scooters deemed to be inoperable or unsafe
                                must be immediately made unavailable for use and removed from city
                                property.
                     (6)        Operator will have the ability to remotely lock or disable any Shared-
                                Mobility Device deemed unsafe by either Party. Operator will remotely
                                lock or disable any unsafe Shared-Mobility Device upon request by
                                Muskegon.
                     (7)        Operator must provide customers and city staff with a twenty-four (24) hour
                                customer service phone number and electronic communication method(s)
                                for reporting safety or maintenance issues with Shared-Mobility Devices,
                                or to ask questions or register complaints.
                     (8)        All Shared-Mobility Devices and equipment used by Operator in
                                connection with this Agreement, unless otherwise expressly set forth in this
                                Agreement, will remain the property of Operator, and will at no time be
                                deemed a fixture or property belonging to Muskegon or any other party.
                                Any equipment belonging to Muskegon used in connection with this
                                Agreement, unless otherwise expressly set forth in this Agreement, will
                                remain the property of Muskegon. The Parties will not directly or indirectly
                                cause or create any mortgage, pledge, lien, charge, security interest, claim
                                or other encumbrance on or with respect to such equipment.
                     (9)        Operator will require its users to acknowledge and accept the applicable
                                laws for operation of bicycles and scooters in the city of Muskegon and as
                                required in MCL Article 257, Sections 642(1), 648, 656, 662, 676, 679, 69,
                                and 79 and any applicable City of Muskegon Ordinance and require that
                                users comply with these laws prior to use.
                     (10)       Operator must require its users to acknowledge and accept that the customer
                                will not use the bicycles or scooters in a manner that is illegal, reckless, or
                                in a manner that endangers others.

                                                VI. OPERATIONS

      A.      Support. Operator will provide ongoing support, training, parts, and other agreed
upon services and actions for its local operational personnel to ensure continued access and
enjoyment by users without interruption.

        B.      Business Operation. Operator will be solely and exclusively responsible for
system operations, maintenance, collection of fees and revenues, and promotion of products.
Muskegon acknowledges and agrees that Operator may, at its sole discretion, use subcontractors
and consultants to perform some or all of the services or provide devices under this Agreement.
In the event Operator utilizes subcontractors or consultants to perform any services or provide any
of the devices, Operator will remain responsible under this Agreement.

        C.       Customer Service. Operator will maintain a call center that can be accessed by
the public by phone or electronically. Operator will sufficiently staff such facilities and provide
all tools, parts, training, supplies, and equipment to ensure the highest level of customer service
with minimum response time waits.


                                                           7
Operating Agreement - final - 3.31.22
        D.     Staffing. Operator will maintain qualified personnel and ensure adequate staffing
to respond to customer demands, including staffing for expected large-scale community and
college events. Operator will employ sufficient staff, contractors, and vendors in number and skill
to be capable of providing the services.

       E.      Public Outreach. At the request of Muskegon, Operator may have a designated
representative attend Muskegon-led public events and meetings as decided at the sole discretion
of Operator.

        F.      Non-discrimination. Operator, for itself, its successors in interest, and assigns, as
a part of the consideration hereof, does hereby covenant and agree that no person on the grounds of
race, color, national origin, veteran status, gender, sexual orientation, disability, or any other
protected class will be excluded from participation in, denied the benefits of, or be otherwise
subjected to discrimination in the use of any of its services.

        G.      Advertising Policies. If Operator desires to advertise on its equipment, any
advertisements must be pre-approved by Muskegon, and meet local and state advertising
regulations before they are installed or otherwise displayed. Such requests to Muskegon must
either be approved or denied in writing within twenty-one (21) business days of any written request
by Operator and, if Muskegon does not timely provide its decision, the advertisement will be
deemed approved for use. Operator agrees to abide by Muskegon’s advertising restrictions related
to advertisements and understands that Muskegon will have a right to review in advance, monitor
and or disallow all advertising that Operator proposes to install or display, in its sole discretion.
Muskegon will have the right to request, in writing, the removal of any advertising and Operator
will have twenty-one (21) business days to comply with the written request. Muskegon will not
be entitled to any revenue generated from advertising under this Agreement.

                                        VII. USER FEES

        In addition to any other fees required under this Agreement, Operator may establish,
charge, and collect user fees from customers for the use of Operator’s e-bikes and e-scooters (“User
Fees”), subject to the following conditions:

      A.      Responsibility. Operator will be solely responsible for processing and handling all
payments, fees, penalties, or other monetary transactions by users of the system.

        B.      Payment Methods. Operator’s system will be designed to automatically complete
financial transactions entered with data input at its mobile application.




                                                 8
Operating Agreement - final - 3.31.22
                       VIII. GENERAL OPERATIONAL CONDITIONS ON USE

        A.      Safety. Operator will require any user renting its Shared-Mobility Devices to have
read and acknowledged reading safety requirements and conditions of use. Operator and
Muskegon will work together to identify such safety requirements and conditions of use, but at a
minimum, such conditions will include informing the user that a helmet should be used for the
operation of Shared-Mobility Devices, speed limitations for such devices, and location restrictions
for such devices. User’s injury or violation of any applicable law or sanctions for any illegal or
improper use of bicycles or scooters including, but not limited to, parking violations, will not
constitute Operator’s failure to notify users of all applicable laws, codes, ordinances, and safety
guidelines as required under this Agreement.

         B.    Protocols. Operator will develop and maintain protocols that can be utilized for
handling extreme weather events, emergency situations, extraordinary events, and maintenance
activities. These protocols will be made available to Muskegon upon request.

       C.      Training. Operator will develop and provide at least one training/educational class
at a location, to be determined by Muskegon, demonstrating how to access and use Shared-
Mobility Devices and Shared-Mobility Services. Operator will report back to Muskegon on
attendance and engagement for the training upon completion. Operator will work with Muskegon
to develop and implement a marketing and outreach plan for the training class.

        D.     Speeds. Subject to further restrictions under this agreement, Operator will ensure
that the maximum operating speed for the electric function of Shared-Mobility Devices does not
exceed twenty (20) miles per hour for e-bikes and fifteen (15) miles per hour for e-scooters and will
work with Muskegon to implement speed restriction zones where necessary.

       E.     Bicycle and Scooter Parking. Muskegon, at its own discretion, may support the
Shared-Mobility Services and Shared-Mobility Devices with the installation of racks and or
Designated Parking Zones in Muskegon to assist with the orderly parking of Shared-Mobility
Devices throughout the Service Area. The decision to undertake such action, and the decision as
to where such racks or parking areas will be located will be negotiated in good faith and
reasonableness between the Operator and Muskegon.




                                                 9
Operating Agreement - final - 3.31.22
                                        IX. LOCATIONAL RESTRICTIONS

        A.      Out of Hub Fee. Operator will charge a user a minimum fee of Five Dollars
($5.00) starting with each user’s second occurrence for failing to park a Shared-Mobility Device
in an approved designated structural or Designated Parking Zone under this Agreement.

       B.      Out of Area Fee. Operator will charge a user an Operator-determined fee for
leaving a Shared-Mobility Device in a location outside the Operating Area.

       C.     Restricted Usage. Operator will ensure that the electronic assist function of any
Shared-Mobility Device that operates outside the Operating Area is automatically disabled once the
Shared-Mobility Device leaves the Operating Area.

       D.      Operator’s Response. Operator will include contact information on each Shared-
Mobility Device where complaints can be received. Operator will also include information about
how complaints can be reported to Operator when Shared-Mobility Devices are accessed. If
Operator receives a complaint that any Shared-Mobility Device has been improperly parked or not
docked to a designated structural or virtual docking station, Operator will respond to the complaint,
remove the Shared-Mobility Device from its current location, and return the Shared-Mobility
Devices to an appropriate structural or virtual docking station within a reasonable amount of time.

        E.       Geofencing. Muskegon reserves the right to mandate Operator use geofencing or
other in-app methods to prohibit parking, using, or locking scooters in specified areas, and or to
direct users to specified parking areas, to make such request, Muskegon must document in writing
how such geofencing measures are necessary for the public health, safety, and welfare of
Muskegon. Operator will also use geofencing or other in-app methods to limit speed of bicycles
and scooters in designated areas. Operator will comply with any geofencing requirements within
five (5) business days of a written request made by Muskegon or any of its respective municipal
departments.

                                                 X. DATA

        A.      Collection. Operator will make its best efforts to collect data related to the use of
its Shared-Mobility Devices. Such data may include the number of users, number of trips, trip
origin/destination and routes, trip time, trip mileage, docking station usage, devices in service,
operable devices, and other data related to the key performance indicators set forth in Attachment
B. Such data may also include carbon impacts, calories burned, and money saved. Operator will
use reasonable efforts to also collect real time data on the location of Shared-Mobility Devices,
maintenance status, customer complaints, response times, aggregate system use, crashes,
damaged/lost vehicles, fee collection/revenue. All data collected, including GPS tracking, will be
based upon information collected from the Shared-Mobility Devices and not from a user’s phone.
Operator may provide users with user surveys only if surveys are “opt-in” and all survey questions
are approved by Muskegon prior to use.

        B.      Sharing. Within seven (7) days of receipt of a written request by Muskegon or any
of this respective municipal departments, Operator will provide Muskegon with data collected
pursuant to this Section during the term of this Agreement. I n a d d i t i o n , Operator will also
supply data on request for special projects, as part of transportation and infrastructure planning,
and any other reasonable requests. Data will be provided in MDS format, or another compatible
                                                     10
Operating Agreement - final - 3.31.22
or requested format, to Muskegon and any other third party approved by Muskegon. Muskegon
retains the right to request aggregated reports on system use, compliance, and operations in other
available formats (.csv, .excel, or similar), if such request are deemed reasonable. At a reasonable
expense and effort on behalf of Operator, Shared data will be anonymized to be available to the
public for use in applications not affiliated with Operator or Muskegon.

        C.      Privacy. Operator will use its best efforts to keep all data collected anonymous
and not collect personally identifiable information so that such data may be disseminated to the
public and not for use in third-party applications. Operator will provide each user with a clear and
upfront description of data collected to users to ensure that the user fully understands and agrees
to data collection. This will include a clear identification of data collected while using Operator’s
website and or mobile application. To protect the user’s privacy interest, Operator will not include
any provision requiring a user to agree that personally identifiable information may be shared with
third parties. Operator will not include any provision requiring a user to agree to data sharing from
a user’s personal device to use Operator’s services. Rather, Operator will include an opt-in
function for access and data collection from a user’s personal device.

       XI. COOPERATION AND DESIGNATED PARKING ZONE RESTRICTIONS

        A.      Good Faith Dealings. Muskegon agrees that Operator will provide Shared-
Mobility Services and Shared-Mobility Devices within the Service Area or Operating Area during
the term of this Agreement. Muskegon will make all reasonable and good faith efforts, and to the
best and fullest extent of Muskegon’s ability, to coordinate with Operator to ensure that all required
resources are made available to Operator.

        B.     Designated Parking Zone Usage Restrictions. During the term of this
Agreement, Muskegon agrees not authorize any other person, company, Competitor, or any
similarly defined individual or entity, to use any Designated Parking Zone, or similarly defined
parking space, located on City Property and within the Operating Area, within five hundred (500)
feet of a Designated Parking Zone used by Operator.

                                        XII. TERMINATION

        A.      Breach by Operator. Muskegon may terminate its participation in this Agreement
due to a material breach of Operator by providing written notice to Operator and giving Operator
thirty (30) days to correct the breach. If Operator fails to correct the breach to the satisfaction of
Muskegon within thirty (30) days of Operator’s receipt of the notice, Muskegon may terminate its
participation in this Agreement immediately.

       B.       Breach by Muskegon. If Muskegon commits a material breach of this Agreement,
Operator may terminate its responsibilities to Muskegon under this Agreement by providing notice
to Muskegon and give Muskegon sixty (60) days to correct the breach. If Muskegon fails to correct
the breach to the satisfaction of Operator within sixty (60) days, Operator may immediately
terminate its obligations to Muskegon.




                                                 11
Operating Agreement - final - 3.31.22
       C.      Voluntary by Operator or Muskegon. Operator may voluntarily terminate this
Agreement by providing Muskegon ninety (90) days’ written notice prior to the desired
termination date. After December 31, 2023, Muskegon may voluntarily terminate this Agreement
by providing Operator ninety (90) days’ written notice prior to the desired termination date.

                                        XIII. CONDITION ON TERMINATION

       Upon expiration or termination of this Agreement, Operator will remove all Shared-
Mobility Devices, docking stations, and any other equipment within thirty (30) days and return the
applicable premises to the same condition as it existed prior to this Agreement, unless otherwise
agreed to in writing with Muskegon.

                                         XIV. INTELLECTUAL PROPERTY

        All rights in Operator’s Intellectual Property related to the services provided under this
Agreement, are and will be owned by Operator (or, in certain instances, by its Affiliates), and not
by Muskegon. Operator hereby grants Muskegon a limited license to use all such Intellectual
Property rights solely in connection with the services during the term, free of additional charge
and on a non-exclusive, worldwide, non-transferable, non-sub licensable, fully paid-up, and
royalty-free basis, to the extent necessary to enable Muskegon to make reasonable use of the
services. Muskegon acknowledges and agrees that other than as expressly provided herein,
nothing in this Agreement will be construed as Operator directly or indirectly, selling, leasing,
licensing, pledging, sublicensing, lending, encumbering or otherwise transferring any of the
foregoing Intellectual Property rights other than in connection with the services.

                                                  XV. MARKS

        No Party grants to the other Party any right in or license to use such Party’s Marks, other
than as expressly set forth in this Agreement. Any signage or communication containing a Party’s
Marks must be approved by that Party, in advance.

                              XVI. REPRESENTATIONS AND WARRANTIES

        A.      Operator. Operator represents and warrants that (a) it is duly authorized to do
business by the State of Michigan; (b) it has the lawful power to engage in the business it presently
conducts and contemplates conducting, and is not party to any investigation, proceeding or action
by any governmental authority which may materially affect its ability to effectuate its obligations
under this Agreement and, in the event that it becomes such a party, will immediately notify
Muskegon of such investigation, proceeding or action; (c) it has the authority to execute and carry
out this Agreement and to perform its obligations hereunder, and has obtained all necessary
authorizations in connection therewith; (d) it has obtained and will obtain from time to time any
and all licenses, permits or other approvals required under applicable law, which license, permits
or other approvals will be kept current at all times throughout the Term; (e) the execution, delivery
and performance of under this Agreement will not conflict with, result in the breach of, constitute
a default under or accelerate performance required by its constituent documents or internal
regulations, any applicable law or any material covenant, agreement, understanding, decree,
judgment, indenture, instrument or order to which it is a party or by which it or any of its properties
or assets is bound or affected; and (f) it will comply with all applicable law related to this
                                                      12
Operating Agreement - final - 3.31.22
Agreement and will cooperate fully with Muskegon in complying with such applicable law.

        B.      Muskegon. Muskegon represents and warrants that they are the governmental
authority with jurisdiction over its respective premises, that they have obtained all necessary
approval and possess the legal authority to enter into this Agreement, and have taken all actions
required by its procedures, by-laws, or applicable laws to exercise that authority, and to lawfully
authorize its undersigned signatory to execute this Agreement and to bind themselves to its terms.

                                        XVII. INSURANCE

       Prior to the Effective Date of this Agreement, Operator will obtain insurance coverage
meeting each requirement and condition set forth herein.

        A.       Carrier. Operator will obtain insurance coverage from an insurance company
registered and licensed to do business in the State of Michigan and having an A.M. Best insurance
rating of at least A- financial size category VIII or better by the latest Best Insurance Report or has
an analogous rating from a comparable rating service approved by Muskegon.

         B.     Certificate of Insurance. Proof of insurance and compliance with all requirements
in this Section XVII should be evidenced on a certificate of insurance reasonably acceptable to Muskegon,
incorporated herein as Attachment C (“Certificate”). The Certificate will, at a minimum, contain the
following: (1) authorized agent information; (2) insured information; (3) insurance company
information; (4) description of policies, including coverage types and amounts; (5) policy
number(s) and period(s); (6) limits of liability; (7) Muskegon’s information as additional insured
and Certificate holder; and (8) cancellation information. The Certificate of insurance must be
received by Muskegon prior to or contemporaneously with the Effective Date of this Agreement.

      C.     Additional Insured. Each required insurance policy (except for workers’
compensation) will name Muskegon as an additional insured and loss payee.

         D.      Cancellation. All Certificates will contain a provision stating that the coverages
afforded under said policies will not be cancelled, materially changed, or not renewed without at
least thirty (30) days written prior notice to Muskegon, or fifteen (15) days for non-payment. The
policies will not be subject to invalidation as to any insured by reason of any act or omission of
another insured or any of its officers, employees, agents, or other representatives, and will contain
a clause to the effect that such policies and the coverage evidenced thereby will be primary with
respect to any policies carried by Muskegon, and that any coverage carried by Muskegon will be
excess insurance.

       E.     Insurance Coverages. During the term of this Agreement, Operator agrees to
purchase and maintain the following types of insurance coverages, consistent with the policies and
requirements of Muskegon and provide evidence of continuing coverage to Muskegon:

                   (1)   Commercial General Liability Insurance. Operator will procure
          Commercial General Liability Insurance, on an occurrence form, providing all major
          divisions of coverage, including but not limited to: (1) Premises Operations; (2) Products
          and Completed Operations; (3) Personal Injury and Advertising liability; (4) Fire legal
          liability. The Commercial General Liability Insurance will provide the following

                                                   13
Operating Agreement - final - 3.31.22
          minimum limits:

                                General Aggregate:              $2,000,000
                                Products-Completed Operations   $2,000,000
                                Personal & Advertising Injury   $1,000,000
                                Each Occurrence                 $1,000,000
                                Damage to Rented Premises       $250,000
                                Med. Expense (Any one person)   $5,000

                  (2)      Workers Compensation. Operator will provide Workers’ Compensation
          coverage in accordance with the statutory limits as established by the State of Michigan
          and with a minimum limit for employer’s liability no lower than the following: Bodily
          Injury by Accident – $500,000 each accident; Bodily Injury by Disease – $500,000 each
          employee. Operator will require all contractors and subcontractors performing work on its
          behalf under this Agreement to obtain an insurance certificate showing proof of Workers’
          Compensation coverages and Operator will require that all subcontractors submit
          certificates of such insurance to Muskegon prior to performing.

                  (3)     Employers’ Liability Insurance. Operator will also maintain Employers’
          Liability Insurance Coverage with limits of at least:

                                Bodily Injury by Accident:      $500,000 each accident
                                Bodily Injury by Disease:       $500,000 policy limit
                                                                $500,000 each employee

                 (4)    Commercial Business Automobile Liability Insurance. Operator will
          provide Commercial Business Automobile Liability Insurance, which will include
          coverage for bodily injury and property damage liability arising from the operation of any
          owned, non-owned, or hired automobile. The Commercial Business Automobile Liability
          Insurance Policy will provide not less than $1,000,000 Combined Single Limits for each
          accident.

                 (5)   Commercial Umbrella Liability Insurance. Operator will provide a
          Commercial Umbrella Liability Insurance Policy to provide excess coverage above the
          Commercial General Liability, the Commercial Business Automobile Liability, and
          Employers’ Liability on a follow form basis in addition to the minimum limits set forth
          herein. The minimum amount of Umbrella limits required above the coverages and
          minimum limits stated above will be $2,000,000 per occurrence and $2,000,000 in the
          aggregate.

                  (6)      Application to Others.         Operator will require all contractors,
          subcontractors, agents, or workers performing work or services on its behalf in furtherance
          of this Agreement to obtain an insurance coverage meeting the requirements of this Section
          as evidence on a certificate of insurance. Operator will require that all such persons submit
          certificates of such insurance to Muskegon prior to performing work or services.




                                                        14
Operating Agreement - final - 3.31.22
                   (7)   Maintaining Coverage. Muskegon may require copies of any insurance
          policies entered into by Operator, and Operator is responsible for annually verifying and
          confirming in writing to Muskegon that all sub-contractors, agents, operators or workers
          meet the minimum coverage and limits plus maintain current certificates of coverage, and
          that all work activities related to this Agreement will meet minimum coverage and limits,
          with any sub-contractors, agents, operators or workers complying with the same insurance
          requirements as Operator.

                  (8)     Continuing Obligation. Unless otherwise expressly provided herein, the
          obligation to insure as provided herein continues throughout term of this Agreement and
          will not terminate until this Agreement has expired or been terminated, and the right to
          occupy the premises is returned to Muskegon.

                                          XVIII. INDEMNIFICATION

        Operator will—at its sole cost and expense—indemnify, defend, and hold harmless
Muskegon, its officers, agents, and employees, its successors and assigns, individually or
collectively, from and against all liability and any claims, suits, expenses, losses, judgments,
proceedings, damages, expenses, demands, suits, costs (including costs of defense, reasonable
attorney fees, and reasonable professional fees incurred in defense or incurred in enforcement of
this indemnity), and causes of action of every kind or character whatsoever, directly or indirectly
arising from, related to, or connected with, in whole or in part, Operator’s services under this
Agreement, including but not limited to claims directly or indirectly arising from, related to or
connected with, in whole or in part: any act, omission, fraud, wrongful or reckless conduct, fault
or negligence by Operator, or its officers, directors, agents, employees, subcontractors or suppliers
of any tier, or by any of its employees, agents, or persons under its direction or control.

                                        XIX. LIMITATION OF LIABILITY

        Notwithstanding any other provision of this Agreement, and to the fullest extent permitted
under applicable law, no Party will be liable to the other Party for any indirect, special,
consequential, moral, exemplary, or punitive damages, or for any loss of use, loss of production,
loss of revenue or profits, cost of capital, loss of goodwill, or loss of opportunity, arising out of or
in connection with, this Agreement, whether based in contract, tort, or any other theory at law or
in equity, regardless of whether such damage was foreseeable and each Party expressly releases the
other Party from any such liability. The limitations on liability in this Section will not apply to: (1)
a Party’s criminal or fraudulent conduct; (2) Operator’s obligations of indemnification; (3) any
applicable insurance proceeds; or (4) anything prohibited by applicable law governing the Parties.

        Each Party assumes all risks of personal injury and property damage attributable to the acts
or omissions of such Party or any of its affiliates, to the degree that such damage is attributable to
such Party or its affiliate. Operator makes no warrant whatsoever with respect to the services
(including, for clarification, the deliverables, and the services), including any: (i) warranty of
merchantability, (ii) warranty of fitness for a particular purpose, or (iii) warranty against
infringement of intellectual property rights of a third party, whether express or implied by law,
course of dealing, course of performance, usage of trade or otherwise.


                                                     15
Operating Agreement - final - 3.31.22
                                        XX. DAMAGE TO PROPERTY

       Operator will only be responsible held responsible for damage to property belonging to
Muskegon only to the extent caused by an act or omission of the Operator, its agents, or employees.
Operator will be responsible for repairing any damaged property and will pay the costs, therefore.

                                              XXI. TAXES

        The Parties will be solely responsible for their respective taxes, if any, and related interest
or penalties, incurred by such Party in respect of this Agreement including, without limitation, any
federal, state, or local income tax, and any withholding or employment taxes imposed upon such
Party, including in respect of any advertising revenue to such Party. To the extent that Muskegon
owned real property becomes taxable due to this Operating Agreement, Operator will reimburse
Muskegon for such taxes.

                                         XXII. FORCE MAJEURE

         Neither Party will be deemed to have breached this Agreement if it is prevented from
performing any of its obligations hereunder by reason of acts of God, acts of the public enemy,
acts of superior governmental authority, weather conditions, riots, rebellion, sabotage, or any other
circumstances for which it is not responsible or which is not under its control, and the Party
experiencing force majeure gives written notice to the other Party identifying the nature of such
force majeure, and when it began. The Party experiencing force majeure will take immediate action
to attempt to remove such causes of force majeure as may occur from time to time and its
operations under this Agreement will be resumed immediately after such cause has been removed,
provided that neither Party will be required to settle any labor dispute except upon terms that the
Party deems acceptable. The suspension of any obligations under this Section will not cause the
term of this Agreement to be extended and will not affect any rights accrued under this Agreement
prior to the occurrence of the force majeure. The Party giving notice of the force majeure will also
give notice of its cessation.

                                            XXIII. DEFAULT

        If Muskegon enters into any agreement with a Competitor authorizing Competitor to
provide Competitor’s shared mobility devices and services within the Operating Area that conflicts
with this Agreement, including but not limited to the Designated Parking Zone Restrictions set
forth in Article XI, Operator may have a court of competent jurisdiction issue an injunction against
Competitor and Muskegon in favor of Operator, declare this Agreement breached by Muskegon,
and order that the agreement between Muskegon and Competitor be voided. This provision will
not be construed to prevent specific performance of this Agreement or of any of its conditions by
either Party.




                                                  16
Operating Agreement - final - 3.31.22
                                           XXIV. SURCHARGES

        A.     Surcharge for Unlocking a Shared-Mobility Device. During the term of this
Agreement, in addition to the User Fees charged by Operator to users of Shared-Mobility Devices,
Operator agrees to include an additional surcharge of twenty-five cents ($.25) to each user for each
time a user unlocks a Shared-Mobility Device (“Surcharge”). The Surcharge will be paid by users
and collected by Operator in similar manner as all other User Fees paid for their use of Operator’s
Shared-Mobility Device. The Surcharges will initially be retained by Operator for the benefit of
Muskegon and then will be remitted to Muskegon in accordance with Section (B), below.

        B.      Payment of Surcharges; Accounting. On the fifteenth (15th) day of each month
during the term of this Agreement, Operator will remit to Muskegon the total dollar amount of
Surcharges paid by users to Operator during the preceding month (“Monthly Surcharge Payment”).
In addition to the Monthly Surcharge Payment, Operator will make a reasonable, good faith effort
to simultaneously provide Muskegon with financial reports or accountings detailing the number
and dollar amount of Surcharges paid by users in order for Muskegon to calculate the total
Surcharge Payment owed to Muskegon by Operator.

                                  XXV. NOTICES AND REPRESENTATIVES

        All notices and communications related to this Agreement should be made to the following
representatives for each Party. Each such notice, request, or other communication will be effective
five (5) business days after depositing in the mail or forty-eight (48) hours after the date on which
an e-mail notice is verified as received.

Ride Muskegon, LLC                                      City of Muskegon
Attn: Stephen Parent                                    Attn: City Manager
Title: Member                                           Address:     City of Muskegon
Email: [email protected]                                      933 Terrace St.
Phone #:      231-557-6446                                           Muskegon, MI 49440
Address:      10574 Robert F Ln.
              West Olive, MI 49460

                                        XXVI. GENERAL PROVISIONS

        A.     Assignment. Neither Muskegon nor Operator will assign this Agreement, transfer,
or otherwise sublet any part of the Services without the expressed written consent of the other, and
such consent will not be unreasonably withheld.

       B.      Binding Effect. All provisions of this Agreement, including the benefits and
burdens, will extend to and be binding upon the Parties respective heirs, legal representatives,
successors, and assigns.

       C.      Caption. The captions and headings in this Agreement are for convenience of
reference only and will not be used to interpret, define, or limit its provisions.




                                                   17
Operating Agreement - final - 3.31.22
       D.      Counterparts.       This Agreement may be executed in multiple identical
counterparts, all of which will constitute one agreement.

       E.      Entire Understanding. This Agreement represents the complete integration of all
understandings between the Parties and all prior representations and understandings—oral or
written—are merged herein. Prior or contemporaneous additions, deletions, or other changes will
not have any force or affect whatsoever, unless embodied herein.

        F.     Extinguishment and Replacement. This Agreement extinguishes and replaces
any prior agreements between the Parties related to the services described herein upon the Effective
Date.

       G.      Modification. Modifications of this Agreement will not be effective unless agreed
to in writing by the Parties in a formal written amendment to this Agreement, properly executed
and approved by all the Parties.

        H.      Independent Counsel—Costs. The Parties acknowledge and agree that the terms
and conditions of this Agreement have been freely and fairly negotiated. Each Party acknowledges
that in executing this Agreement it has relied solely on its own judgment, belief and knowledge,
and such advice as it may have received from its own counsel, and that it has not been influenced
by any representation or statement made by the other Party or such Party’s Affiliates, including its
counsel. Each Party will pay its own fees and expenses incurred in connection with the negotiation,
drafting and execution of this Agreement, and in respect of the transactions contemplated by this
Agreement (including, without limitation, attorney’s fees, and costs).

       I.      Interpretation. The language in all parts of this Agreement will in all cases be
construed simply according to its fair meaning and not strictly construed against any Party. This
Agreement will be construed, and performance thereof will be determined in accordance with the
laws of the State of Michigan.

        J.     Waiver. No waiver of any provision of this Agreement will be effective unless the
same will be in writing and signed by the Party making such waiver, and any such waiver will
apply only to the specific occasion which is the subject of such waiver or consent and will not
apply to the occurrence of the same or any similar event on any future occasion. No delay express
waiver of any provision of this Agreement will be deemed to be or will constitute a waiver of any
other provision whether or not similar, and no waiver will constitute a continuing waiver. Any
delay in enforcement of any provision hereof will not constitute a waiver thereof.

       K.       Registration. During the term of this Agreement, Operator will be registered as a
business in good standing with the State of Michigan and be a recognized business entity
authorized to transact business in the State.

        L.     Severability. The invalidity or unenforceability of any provision of this Agreement
or the agreement documents will not affect the validity or enforceability of any other provision,
which will remain in full force and effect, provided that the Parties can continue to perform their
obligations under this Agreement in accordance with the intent of this Agreement.



                                                18
Operating Agreement - final - 3.31.22
        M.     Survival of Certain Terms. Notwithstanding anything herein to the contrary,
provisions of this Agreement requiring continued performance, compliance, or effect after
expiration or termination will survive such expiration or termination and will be enforceable by
Muskegon if Operator fails to perform or comply as required.

       N.      No Third-Party Beneficiaries. This Agreement does not and is not intended to
confer any rights or remedies upon any person or entity other than the Parties. Enforcement of
this Agreement and all rights and obligations hereunder are reserved solely to the Parties. Any
services or benefits which third parties receive because of this Agreement are incidental to this
Agreement, and do not create any rights for such third parties.

        O.      Public Records. All information in this Agreement, or related to this Agreement,
is subject to the provisions of the Freedom of Information Act 1976 no. 442, as amended, MCL
15.321, or latest revision thereof.

        P.    Attorney’s Fees. Each Party will be responsible for their legal fees resulting from
the enforcement of this Agreement or any rights under this Agreement.

                                           XXVII. RELATIONSHIP

         The Parties agree that the Operator is an independent contractor. To that end, the Operator
will determine the method, details, and means of performing the work, but will comply with all legal
requirements in doing so. The Operator will provide its own tools, materials, or equipment. The
Parties agree that neither the Operator nor its principal is an employee of Muskegon or any of its
departments, agencies, or related entities. The Parties also agree that neither the Operator nor its
principal is entitled to any employee benefits from Muskegon. Operator understands and agrees that
it and its members have no right to claim any benefits under Muskegon’s employee retirement system,
Muskegon ’s worker’s compensation benefits, health insurance, dental insurance, life insurance, or
any other employee benefit plan offered by Muskegon.

                                           XXVIII. ATTACHMENTS

       The following attachments are in draft form and upon signing this Agreement, the parties
will work in good faith to finalize, adopted, and make part of this Agreement:

          Attachment A:                 Notice to Proceed with E-scooters and E-bikes

          Attachment B:                 Key Performance Indicators

          Attachment C:                 User Fees

          Attachment D:                 Certificate of Insurance

          Attachment E:                 Approved locations for Shared-Mobility Devices and
                                        Shared-Mobility Services




                                                        19
Operating Agreement - final - 3.31.22
          The Parties have signed this Agreement as of the Effective Date.


                                               CITY OF MUSKEGON


Dated: March                    , 2022         By:
                                                      Ken Johnson
                                                      Its: Mayor


Dated: March                    , 2022         By:
                                                      Ann Marie Meisch
                                                      Its: Clerk


                                               RIDE MUSKEGON, LLC


Dated: March                    , 2022         By:
                                                      Stephen Parent
                                                      Its: Member


Dated: March                    , 2022         By:
                                                      Terry Puffer
                                                      Its: Member




                                                 20
Operating Agreement - final - 3.31.22
                                           ATTACHMENT A
                                           NOTICE TO PROCEED
                                           CITY OF MUSKEGON
To:                  Ride Muskegon, LLC                                   Date: April _____, 2022

Contract:            Operating Agreement for Shared-Mobility Service in the City of Muskegon

Project:             Shared-Mobility Service Project

Authorization:

You are notified that, in accordance with the Operating Agreement dated March ____, 2022,
incorporated herein by reference, you are authorized by the City of Muskegon, State of Michigan,
to establish and commence a Shared-Mobility Service program in the City of Muskegon, State of
Michigan, for an initial term of five years (5), with the option to enter into renewal terms, in
accordance with Article II of the Operating Agreement entered into between the parties dated
March ____, 2022, incorporated herein by reference.

Program Start Date:                         April ___, 2022

Initial Program Renewal Date:               April ___, 2027


                                                   By:
                                                            Ken Johnson
                                                            Its: Mayor


                                                   By:
                                                            Ann Marie Meisch
                                                            Its: Clerk

                                        ACCEPTANCE OF NOTICE
          Receipt of the above NOTICE TO PROCEED is hereby acknowledged by:

                                                            OPERATOR:
                                                            RIDE MUSKEGON, LLC
                                                            a Michigan limited liability company


                                                            By: Stephen Parent
                                                            Its: Member


                                                            By: Terry Puffer
                                                            Its: Member
                                                       21
Operating Agreement - final - 3.31.22
                                                  ATTACHMENT B
                                       KEY PERFORMANCE INDICATORS

Performance Indicator                      Description                     Measure Period          Measured Unit           Threshold

                                Monthly reports and limited
  System Reporting                                                        Monthly/Annually            See below            See below
                               Administration access provided.
                             Number of Shared Mobility Devices                                        E-scooter;
                                                                                                                              100%
                             available for use in a day, relative to
 Device Availability                                                       Average monthly
                               the number of Shared Mobility                                         E-bicycle (if
                                                                                                                              N/A
                              Devices in possession of Operator                                     implemented)
                                                                                                    % of Shared
 Device Maintenance          Number of Shared Mobility Devices
                                                                               Monthly            Mobility Devices in         80%
   and Inspection            receiving a maintenance inspection
                                                                                                       service
                                                                       At least two (2) times per
                                                                         month, not to exceed
 Station Maintenance           Stations receiving a cleaning and
                                                                        twenty-one (21) days        % of stations             10%
    and Inspection                         inspection
                                                                        between cleaning and
                                                                              inspections
                                 Time to respond to reported               Per occurrence, as
                                                                                                                          Between 30
                                deficient, damaged, or unclean            necessary or during     Complaint response
Device Response Time                                                                                                      minutes to 12
                                      station components                  regularly scheduled           time
                                                                                                                             hours
                                           of devices.                  maintenance monthly
                                  Percentage of time that the
Website/Mobile App in                                                  As needed during the term % of total minutes
                                website and mobile app are in                                                                 99%
       Service                                                             of the Agreement         per month
                                             service
                               Live Response – Operator will
                             maintain a toll-free customer service
                                 number from 9am – 9 pm;
  Customer Service                                                 As needed during the term
                             Message (after hours) – 24/7 after -                                   Minutes/Hours             95%
    Availability                                                       of the Agreement
                             hours to address customer concerns
                                         and inquires


                                                                                                       Complaint
                                                                                                   acknowledgement
                                                                                                                           Reasonable
                                                                        Any given point in time      and Operation
  Customer Service             Response time between customer                                                            amount of time,
                                                                         during the term of the   resolution/response
   Response Time               inquiry and complaint resolution                                                          with goal of 24
                                                                              Agreement                   time.
                                                                                                                          hours or less
                                                                                                      Measured in
                                                                                                    minutes/hours.
                                                                                                                        See Redistribution
 Device Distribution                       See below                          See below               See below
                                                                                                                             (below)

   Redistribution. The City of Muskegon will continuously work with Ride Muskegon, LLC to
   identify High Priority Areas based on usage in the designated Operating Areas. Once High Priority
   Areas are identified, Ride Muskegon, LLC, will use its best efforts to distribute a reasonable
   number of Shared-Mobility Devices to areas to satisfy the demands of said areas in an effort to
   increase the number of Shared-Mobility Devices available to the public.



                                                                   22
   Operating Agreement - final - 3.31.22
                                             ATTACHMENT C
                                        USER FEES FOR INITIAL LAUNCH
The following fee schedule is reflective of the initial fees to charge Users decided by the parties
and are subject to change from time to time.

    Pay as You Go                                                $1.25 to unlock; $.20 per minute
    Non-Parking Zone Fee:                                        $5.00 (Free 1st Occurrence)

    Idle Fee                                                     $0.35 Per Minute
    (Shared Mobility Device Remains Active, but Parked)
    Surcharge                                                    $0.25 per use




                                                     23
Operating Agreement - final - 3.31.22
                                           ATTACHMENT D
                                        CERTIFICATE OF INSURANCE
       Operator will provide Certificate of Insurance from Hanover Insurance authorizing
issuance such certifications and insurance subsequent to the successful implementation of the
Operating Agreement and provisioning of Shared Mobility Devices.




                                                   24
Operating Agreement - final - 3.31.22
                                        ATTACHMENT E
                                APPROVED LOCATIONS FOR
                          SHARED-MOBILITY DEVICES AND SERVICES
LINK to interactive map of locations:
https://earth.google.com/earth/d/1v4fab3brssz5OBwVxGDGf1q_h7MWSE0h?usp=sharing




                                             25
Operating Agreement - final - 3.31.22
                                        16 CITY LOCATIONS:

     1. 794 Kitchen/Rake Brewery

     2. Lakeside Parking

     3. Additional Beach Parking

     4. Coast Guard Beach Parking

     5. Ice Cream Beach Parking

     6. Dr Rolfs BBQ Western

     7. Trunk Depot Western

     8. Shoreline Inn

     9. Mart Dock

     10. Heritage Landing – TBD

     11. Farmers Market Western

     12. Frauenthal Western

     13. Burl and Sprig

     14. 3rd St

     15. Visit Muskegon Western

     16. Rotary Park




                                                26
Operating Agreement - final - 3.31.22
     1. 794 Kitchen/Rake Brewery:




     2. Lakeside Parking:




                                        27
Operating Agreement - final - 3.31.22
     3. Additional Beach Parking:




     4. Coast Guard Parking:




                                        28
Operating Agreement - final - 3.31.22
     5. Ice Cream Beach Parking:




     6. Dr Rolfs BBQ Western




                                        29
Operating Agreement - final - 3.31.22
     7. Trunk Depot Western




     8. Shoreline Inn




                                        30
Operating Agreement - final - 3.31.22
     9. Mart Dock




                                        31
Operating Agreement - final - 3.31.22
     10. Heritage Landing


          TBD




     11. Farmers Market Western




                                        32
Operating Agreement - final - 3.31.22
     12. Frauenthal Western




     13. Burl and Sprig




                                        33
Operating Agreement - final - 3.31.22
     14. 3rd St




                                        34
Operating Agreement - final - 3.31.22
     15. Visit Muskegon Western




     16. Rotary Park




                                        35
Operating Agreement - final - 3.31.22
                     Agenda Item Review Form
                      Muskegon City Commission

Commission Meeting Date: 4/12/22                      Title: Amendment to the PUD at 1000 W
                                                      Western (Hartshorn Village)

Submitted By: Mike Franzak                            Department: Planning


Brief Summary: Request to amend the final Planned Unit Development at 1000 W Western Ave
(Hartshorn Village).


Detailed Summary: The new plan involves removing 17 single-family homes and adding a 17-unit
condo complex. Also, the new street west of Fricano’s will be moved slightly to the west. The
Planning Commission recommended approval of the amended PUD by a 6-0 vote.

Amount Requested:                                    Amount Budgeted:

Fund(s) or Account(s):                               Fund(s) or Account(s):

Recommended Motion: To approve the request to amend the final Planned Unit Development at
1000 W Western Ave.


Check if the following Departments need to approve the item first:
Police Dept.
Fire Dept.
IT Dept.


For City Clerk Use Only:
Commission Action:
                    PLANNING COMMISSION STAFF REPORT EXCERPT
                                             March 8, 2022
Hearing, Case 2022-09: Request to amend the Planned Unit Development at 1000 W Western Ave
(Hartshorn Village).

SUMMARY
   1. The PUD was approved in February 2019. Lots 4 and 5 have been constructed.
   2. The original PUD contained 55 detached single-family houses.
   3. The Michigan Department of Environment, Great Lakes and Energy (EGLE) has determined that
      the area north of Fricano’s parking lot is a designated wetland.
   4. In an effort to save the wetland, the applicant is proposing to remove 17 single-family houses and
      add a 17-unit multi-story residential building. The exact height of the building has not been listed.
      Three houses have been removed from the east side of the development and 14 have been removed
      from the west side of the development.
   5. The access street to the boat launch has been moved slightly to the west. The new public street
      will be placed on property owned by this development and the Adelaide Point development. This
      will eliminate the need for another entrance to the boat launch since this access point can be shared
      between both developments.
   6. The bike path has not been modified and will be raised above the 100-year flood mark.
   7. The public walk connecting Fricano’s to the bike path/waterfront has been reduced from the
      original plan.
   8. Notices were sent to everyone within 300 feet of this property. At the time of this writing, staff
      had not received any comments from the public.

                                  Units 4 and 5 of Hartshorn Village
Zoning Map




Aerial Map
Original PUD that was Approved
                                       CITY OF MUSKEGON
                                       RESOLUTION #2022-
           RESOLUTION TO AMEND THE FINAL PLANNED UNIT DEVELOPMENT FOR
                     1000 W WESTERN AVE (HARTSHORN VILLAGE)


WHEREAS, a petition to amend the Planned Unit Development at 1000 W Western Ave has been received;
and,

WHEREAS, proper notice was given by mail and publication and public hearings were held by the City
Planning Commission and by the City Commission to consider said petition, during which all interested persons
were given an opportunity to be heard in accordance with provisions of the Zoning Ordinance and State Law;
and

WHEREAS, the Planning Commission and staff have recommended approval of the Final Planned Unit
Development and associated site plan with the conditions that a landscaping plan is approved by staff; and

NOW, THEREFORE, BE IT RESOLVED that the recommendation by staff and the Planning Commission be
accepted and the amendment to the final Planned Unit Development is hereby approved.

Adopted this 12th day of April 2022

       Ayes:

       Nays:

       Absent:

                                              By:
                                                    Ken Johnson
                                                    Mayor

                                              Attest:
                                                        Ann Meisch
                                                        Clerk, City of Muskegon
                                             CERTIFICATE
                                    (Final PUD at 1000 W Western Ave)

         The undersigned, being the duly qualified clerk of the City of Muskegon, Muskegon County, Michigan,
does hereby certify that the foregoing is a true and complete copy of a resolution adopted by the City
Commission of the City of Muskegon, at a regular meeting of the City Commission on the 12th day of April,
2022, at which meeting a quorum was present and remained throughout, and that the original of said ordinance
is on file in the records of the City of Muskegon. I further certify that the meeting was conducted and public
notice was given pursuant to and in full compliance with Act No. 267, Public Acts of Michigan of 1976, as
amended, and that minutes were kept and will be or have been made available as required thereby.

DATED: ___________________, 2022.              _______________________________________
                                               Ann Meisch
                                               Clerk, City of Muskegon
                                                                                                                      ZONE: LR




                                                                                                                    FUTURE PHASE HARTSHORN
                                                                                                                      VILLAGE CONDOMINIUM
                                                                                          ZONE: PUD




                                                                                                                 PROPOSED                                                         FUTURE PHASE HARTSHORN
                                                                                                               PROPERTY LINES
                                                                                                                                                  PROPERTY TO BE RETAINED
                                                                                                                                                                                    VILLAGE CONDOMINIUM                                         ZONE: LR
                                                                                                                                                 BY HARTSHORN HOLDINGS LLC




                                                                                                      OVERALL PUD
                                                                                                       BOUNDARY




                                                                                                                                                                                                              EXISTING HARTSHORN
                                                                                                                                                                                                              VILLAGE CONDOMINIUM
                                                                                                        ZONE: PUD


                                                                                                                                                       PROPERTY TO BE RETAINED
                                                                                                                                                      BY HARTSHORN HOLDINGS LLC




                                                                                                                                     ZONE: I-2
                                                                                                                                                                                                  ZONE: I-1
                                                                                                                                                                                                                                    ZONE: I-1
P:\Projects\2020\202164\Drawings\202164-PUD.dwg, S01-EXIST, 2/28/2022 9:28:03 AM, jroot




                                                                                                                                                                                                                                                           5252 Clyde Park, S.W. Grand Rapids, MI 49509
                                                                                                                                                                                                                                                           Phone: (616) 531-3660www.exxelengineering.com
                                                                                                                 ZONE: LR
                                                                                         ZONE: PUD




                                                                                                                                                                ZONE: LR




                                                                                                     ZONE: PUD




                                                                                                                            ZONE: I-2
                                                                                                                                        ZONE: I-1
                                                                                                                                                    ZONE: I-1
P:\Projects\2020\202164\Drawings\202164-PUD.dwg, S02-SITE, 2/28/2022 9:28:46 AM, jroot




                                                                                                                                                                           5252 Clyde Park, S.W. Grand Rapids, MI 49509
                                                                                                                                                                           Phone: (616) 531-3660www.exxelengineering.com
                                                                                                                ZONE: LR
                                                                                        ZONE: PUD




                                                                                                                                                               ZONE: LR




                                                                                                    ZONE: I-2




                                                                                                                           ZONE: I-2
                                                                                                                                       ZONE: I-1
                                                                                                                                                   ZONE: I-1
P:\Projects\2020\202164\Drawings\202164-PUD.dwg, S03-GRD, 2/28/2022 9:29:04 AM, jroot




                                                                                                                                                                          5252 Clyde Park, S.W. Grand Rapids, MI 49509
                                                                                                                                                                          Phone: (616) 531-3660www.exxelengineering.com
                       Agenda Item Review Form
                        Muskegon City Commission

Commission Meeting Date: 4/12/2022                       Title: City of Muskegon Housing Study and
                                                         Needs Assessment RFP

Submitted By: Jake Eckholm                               Department: Development Services

Brief Summary: The City has been seeing a large increase in new housing starts, both initiated
within our division and from the private sector. Staff is requesting permission to solicit firms for a
comprehensive needs assessment for housing in our community.

Detailed Summary:
As we scale our efforts to deliver more housing units to combat the nationwide housing shortage,
we require more and higher quality data to direct these efforts. There has not been a formal study
compiled for our market since 2016, and our neighboring areas such as Ottawa County and the
greater Grand Rapids area have recently commissioned similar studies, which have had great
effect in their efforts to infill housing units of all types. As the city continues to focus on infill
housing in our neighborhoods and we see greater and greater interest in multi-family housing
development by both LIHTC and market-rate developers, we need to have this study so that we
can both secure sound investments and not be flying blind as we attempt to revitalize our
neighborhoods. We are currently seeing upward pressure on rental prices across all price points,
and the best way to combat that is with more information that will lead to more units.

Amount Requested: N/A                                   Amount Budgeted: N/A

Fund(s) or Account(s):                                  Fund(s) or Account(s):

Recommended Motion: A motion to approve the release of the Housing Needs Assessment RFP
as presented.



For City Clerk Use Only:
Commission Action:
                               REQUEST FOR PROPOSALS
                         HOUSING MARKET STUDY AND ANALYSIS
                            CITY OF MUSKEGON, MICHIGAN

INTRODUCTION
The City of Muskegon, Michigan, through its Development Services Division, invites proposals from
qualified firms for the preparation of the 2022 City of Muskegon Housing Market Study and Analysis.
This study will support the City’s currently underway Master Plan update, Comprehensive Economic
Development Strategy, Consolidated Plan for CDBG and HOME, as well as City of Muskegon initiatives to
ensure an adequate supply of both affordable and market rate housing. This RFP is available to the
public online at: www.shorelinecity.com.
PROJECT DESCRIPTION

The City of Muskegon Development Services Division will contract with a qualified consultant for a city-
wide housing market study and analysis. The Division is the portion of the Muskegon City government
that houses the community’s Community Development Block Grant programming as well as federal
HOME funds, both of which can be used for affordable housing investments. The City of Muskegon
directly funds affordable housing development and rehabilitation through its CDBG and HOME
programming. The Development Services Division also negotiates, initiates, and finalizes all housing
related tax incentives available to housing developers in Michigan.

The Housing Market Study should:

1. Provide an inventory of existing affordable and market rate housing- both publically supported and
solely in the private sector- throughout the city of Muskegon and broken down by the city’s 14
neighborhoods.

2. Give a detailed picture of the current housing market in Muskegon, with specific attention to the
existing demand and supply at various for-sale and rental price points for both rental and single family
ownership housing. This should be broken down between affordable and market rate units.

3. Delineate the current housing market by neighborhood, with analysis of trends for both the
affordable and market rate rental market as well as owner occupied units.

4. Provide information regarding the demand for units that will allow the city and its development
partners to develop action strategies aimed at reducing housing and cost burdens and unit shortages.

5. Provide market trend information to the City of Muskegon and its development partners that will
assist in decision-making regarding the investment of public funds in housing programs over the next 5
years.

6. Provide information regarding housing market “sub-niches” that may have an impact on housing
demand, investment, and construction.
BACKGROUND

The City of Muskegon is located in the western region of the State of Michigan, and incorporated along
Lake Michigan’s Eastern shoreline. The City’s population is about 39,000, located in Muskegon County
with a population of 173,000. The City is now preparing to finalize its Master Plan update, and is
soliciting proposals to better understand housing market forces with specific intent to improve the
provision of both affordable and market-rate housing. The City of Muskegon serves as a Participating
Jurisdiction for CDBG funds, administers HOME funds internally, and also contracts with neighboring
Norton Shores to administer their CDBG allocation.

The City of Muskegon is currently the community in Muskegon County with the most subsidized
affordable units, and has recently seen infill of several new multi-family LIHTC developments in and
around our traditional downtown. However, reports and data from our partners in the single family
rental industry, nonprofit housing organizations, and the Michigan State Housing Development
Authority also indicates that the affordable housing need in our community continues to be significant.
Many challenges make the provision of housing of any price point in Muskegon difficult, its narrow
traditional grid block lots, lower than average AMI, and lower housing market values among them. Many
households in Muskegon are housing cost burdened due to our large cohort of low/mod income
families, and with a shortage of units and increased interest from incoming residents due to
revitalization this issue seems to be worsening.

Previous housing market analyses have found that those needing affordable housing (primarily but not
limited to households earning less than 80% AMI) face demand that far exceeds supply, and that in the
multi-family space which accounts for many of our affordable units, 90% of the stock is reserved or
preferred for senior citizens. Therefore, the City is actively involved in a number of affordable and
market rate housing initiatives. These include the funding of and planning for new rental and owner-
occupied housing construction. More information on the City initiatives including current and future
planning efforts- can be found on the City’s web page at www.shorelinecity.com.

SCOPE OF WORK

The Housing Market Analysis shall provide an in-depth assessment of the significant characteristics of
the current housing market, and the projected characteristics of that market, for each of the fourteen
neighborhoods in the city of Muskegon. It should, at a minimum, address the following:

• Inventory and analyze the existing housing stock. The City will work with the Consultant to determine
the location and number of subsidized housing units (from HUD data), and designated affordable
housing units (those which must serve as affordable housing through deed restrictions or other
agreements). The Consultant will inventory and map private non-subsidized housing meeting general
affordability cost criteria. Respondents should propose a methodology that conducts the inventory,
identifies data and data collection methods to be used, and how the data will be used. Consultant will
generate a map for each neighborhood that indicates rental units vs. owner occupied units and breaks
down rentals which meet affordability criteria.
• Determine the current supply, demand, condition and cost of housing for rental and homeownership
housing, including need for units by type of housing (including number of bedrooms) according to
income and size of household, using most recent HUD published income guidelines, and broken down at
30%, 60%, 80% 100%, 120% and over 120% of Median Income for the City of Muskegon.

• Determine the projected supply, demand, condition and cost of housing for rental and
homeownership housing, including need for units by type of housing (including number of bedrooms)
according to income and size of household, using most recent HUD published income guidelines, and
broken down at 30%, 60%, 80% 100%, 120% and over 120% of Median Income for the City of Muskegon
between 2022/23 and 2028.

• Quantify the production and inventory the characteristics of all new housing built over the past three
years, and projected to 2028, and the impact of this production on the community’s housing needs, as
well as the specific impact on the needs in each neighborhood in the city.

Additional issues to be addressed include:

• Current housing stock available to serve persons with disabilities, compared with current and future
projected demand.

• The location, ownership and characteristics of all senior living developments in the city, with an
analysis of the current and future role of these developments for affordable housing.

We expect to use the study and analysis to help us answer the following questions:

• How does the condition and occupancy of existing housing stock affect demand for affordable and
market rate housing in Muskegon?

• Is there a need to take policy driven action at the City Commission level to avert symptoms of the unit
shortage and infill of market rate units to avoid displacement of low/mod income residents?

• Is the demand for new unit production outpacing the actual creation of those new units? By what
extent? At what price ranges (or, affordable at what incomes)?

• How do housing and transportation costs affect current household locational decisions in Muskegon
County, and how will they affect future decisions? How will this affect demand and pricing in existing
neighborhoods, particularly in the City of Muskegon?

• What are the measurable barriers to the creation of additional affordable and market rate housing (for
example, land or construction costs that are comparatively higher than in other places or lower profit
margins compared to other places)?

• What are the impacts, if any, of the availability of housing in other areas in Muskegon County?

• What are the impacts of overcrowding, seasonal and short-term leasing, rental to owner occupied
ratios, and other types of demand that impact Muskegon’s housing market?

• What should be the characteristics of new affordable and market rate housing, including minimum and
maximum size, price points, number of bedrooms and baths, scale of development (single-family,
townhouse, low-rise, etc.), and for ownership housing, and whether a condominium market is emerging.
DELIVERABLES

• Completion of first drafts

• Completion of final reports (1 unbound hard copy, 4 bound hard copies, digital, and power point)

• Attendance of firm for at least one meeting of the Muskegon City Commission to present the
completed Market Analysis.

PROPOSAL SUBMISSION REQUIREMENTS

1. Organizational Information

A proposal must include the full name and address of your firm or organization and, if applicable, the
branch office or other subordinate element that will perform or assist in performing the scope of work
outlined in this proposal. The proposal submission must also indicate whether you operate as an
individual or partnership or corporation and include the state in which your firm or organization is
incorporated. If a joint venture is contemplated, name the firms involved. Also, subcontractors to be
used for completion of the Analysis must be identified in a similar manner.

2. Statement of Experience

A proposal must evidence your firm’s experience in completing Housing Market Analyses and Needs
Assessments. Please provide examples of project experience involving staff members who will work on
the City of Muskegon project using the following format:

• Client name

• Contact person and phone number

• Services provided

• Original estimate or project costs and actual project costs

• Original estimated Project completion schedule and actual completion schedule

3. Project team

The proposal must include the names, qualifications, and background information (resumes) of your
Project Team, including Project Manager, and other professional staff who will be assigned to complete
the Housing Market Analysis, including subcontractors, if any.

4. Work Plan

Present in detail your proposed work plan for this project, including all major and minor work tasks to be
achieved and related work products. Also, present in detail any “Additional Recommended Items” that
you deem appropriate to be included as part of the work plan, even if not specifically mentioned.

5. Schedule

Please provide a work schedule outlining the time frame to complete the work including “Additional
Recommended Items” and the estimated time required for the completion of each major and minor
task.
6. Cost proposal

Provide the not to exceed cost for delivery of the Housing Market Study and Needs Assessment.
Demonstrate the level of effort for the Project by listing, by position, the number of hours necessary to
complete the plan based on the work plan, including a detailed outline of professional personnel
(including subcontractors, if any) and the hourly labor rate for each person working on the project.
Include a schedule of all other direct and indirect costs. This Cost proposal will be considered an “all-in”
proposal for the completion of all work detailed herein.

7. Minority and Women Business Enterprises

The City of Muskegon